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LEAN TO DESIGN LOAD - 21-00717 - Metal Office Building Vet Clinic (2)
JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LETTER OF DESIGN CERTIFICATION Builder # : Customer Name : IRON MAN ENTERPRISES, LLC. Project Name : CHR LEAN TO Project Location : REXBURG, ID Building Description : 25 x 100 x 20 This document shall serve to certify that the above referenced building has been designed by this IAS AC472 accredited manufacturer in accordance with the order documents and information shown below: DESIGN STANDARD: IBC 18 OCCUPANCY CATEGORY : II - Normal GRAVITY LOAD DATA Roof Live Load (psf) : 20.00 Roof Live Load Reducible : No Ground Snow Load (Pg) : 50.00 Min Uniform Roof Snow Load (psf) : 0.00 Snow Importance Factor : 1.00 Rain on Snow (psf) : 0.00 Pf (psf) : 42.00 Ce : 1.00 Ct : 1.20 Collateral Load (psf) : 1.00 WIND LOAD DATA BASIC Wind Speed, V (mph) : 105 Wind Speed, Vasd (mph) : 81.33 Wind Exposure : C Wind Importance Factor : 1.00 GCpi : 0.00 Closed / Open / Partial : Open EARTHQUAKE LOAD DATA Site Class : d Ss (%g) : 0.36 Sds : 0.37 Si (%g) : 0.14 Sd1 : 0.22 Seismic Design Category : D Seismic Importance Factor : 1.00 R : 3.50 Cs : I x Sds / R TOTAL BASE SHEAR : LONGITUDINAL FORCE : 0.00 TRANSVERSE FORCE : 3.82 Basic Structural System : OSMF OSCBF Analysis Procedure : ELF Page 1 Of 220 DEC 16 2021 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 All openings in the exterior walls of this structure, noted as fully enclosed, shall be rated for the wind loads indicated, both pressure and suction, for the highest zone in the location where the opening is installed. Steel members are designed in general accordance with the AISC Manual for Steel Construction 360-16 and the AISI S100-16 Cold Form Steel Design Manual. This certification is strictly limited to the design of structural components designed and manufactured by R & M Steel Co. for the loads and standards shown. Certification does not extend to foundation, mechanical, electrical, plumbing, fire protection, civil work, architectural responsibilities, overall project coordination, erection supervision or inspection or other aspects of code or specification compliance not so indicated. When properly erected, according to the R & M Steel Co. plans, on an adequate foundation, this R & M Steel Co. building has been designed to safely sustain these loads. R & M STEEL CO. Page 2 Of 220 DEC 16 2021 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Page 3 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Table Of Contents LOC-18.OUTLOC-18.OUT DESCALC.DXF LOC-18.OUT DESCALC.DXF DESCALC.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT EWDES-L.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT EWDES-L.OUT EWDES-R.OUT RFDES-1.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT EWDES-L.OUT EWDES-R.OUT RFDES-1.OUT RFDES-2.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT EWDES-L.OUT EWDES-R.OUT RFDES-1.OUT RFDES-2.OUT RFDES-3.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT EWDES-L.OUT EWDES-R.OUT RFDES-1.OUT RFDES-2.OUT RFDES-3.OUT DESWARN.OUT LOC-18.OUT DESCALC.DXF DESCALC.OUT FRAMSUM.OUT ROOFDES.OUT SWDES-F.OUT SWDES-B.OUT EWDES-L.OUT EWDES-R.OUT RFDES-1.OUT RFDES-2.OUT RFDES-3.OUT DESWARN.OUT 11 3 5 35 42 95 100 105 119 133 162 191 220 - 2 - 2 - 3 - 34 - 41 - 94 - 99 - 104 - 118 - 132 - 161 - 190 - 219 - 220 Page 4 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 R & M Steel Company P.O. Box 580 Caldwell, Idaho 83606 STRUCTURAL DESIGN CALCULATIONS FOR IRON MAN ENTERPRISES, LLC. 4168 EAST 600 NORTH RIGBY, ID 83442 CHR LEAN TO REXBURG, ID 02510020 BUILDING LAYOUT Width (ft)= 25.0 Length (ft)= 100.0 Eave Height (ft)= 15.8/ 20.0 Roof Slope (rise/12 )= 2.00 BUILDING LOADS Roof Dead Load (psf )= 2.2 Wall Dead Load Left Endwall (psf )= 2.0 Right Endwall (psf )= 2.0 Front Sidewall(psf )= 2.0 Back Sidewall(psf )= 2.0 Live Load (psf )= 20.0 Collateral Load (psf )= 1.0 Snow Load (psf )= 42.0 Wind Speed (mph )= 105.0 Wind Code = IBC 18 Closed/Open = O Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= D Seismic Coeff (Fa*Ss) = 0.55 Page 5 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ------------------------------- Designer : Detailer : 12/ 6/21 ================================================================================ 02510020 Design Loads For Building Components: 12/ 6/21 8:51am ================================================================================ FRONT SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 17.7 0.51 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 0.00 0.00 0.00 0.00 1.00 1.00 1.00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Long 16.0 -16.0 .. Girt/Header 16.0 -22.3 .. Panel 16.0 -16.0 .. Jamb 0.0 0.0 .. Parapet BACK SIDEWALL: --------------- BASIC LOADS: Basic Wind_Load_Ratio Wind Deflect Factor 17.7 0.51 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 0.00 0.00 0.00 0.00 1.00 1.00 1.00 WIND PRESSURE/SUCTION: Wind Wind Wind Page 6 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Press Suct Long 16.0 -16.0 .. Girt/Header 16.0 -22.3 .. Panel 16.0 -16.0 .. Jamb 0.0 0.0 .. Parapet LEFT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 2.2 1.0 20.0 42.0 0.0 17.7 0.51 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 0.00 0.00 0.00 0.00 1.08 1.00 1.08 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 2.00 0.00 0.00 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 16.0 -16.0 .. Column 16.0 -16.0 .. Girt/Header 16.0 -16.0 .. Jamb 16.0 -22.3 .. Panel 30.9 -20.6 .. Parapet 30.9 -20.6 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -1.02 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 86 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 7 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 8 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 42 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 49 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 50 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 51 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 52 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 53 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 54 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 55 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 56 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 Page 9 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.00 0 0.00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 73 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 Page 10 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 U_SNOW D -0.20 -0.20 0.17 0.00 25.34 STEPPED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDL1 - 2 2 12.67 1.00 25.34 27.26 WINDR1 - 2 2 12.67 1.46 25.34 1.00 WINDL2 - 2 2 12.67 1.00 25.34 -0.33 WINDR2 - 2 2 12.67 0.41 25.34 1.00 RIGHT ENDWALL: -------------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Load Load Load Load Load Wind Deflect Factor 2.2 1.0 20.0 42.0 0.0 17.7 0.51 0.60 EDGE ZONE: -----Wind_Ratio---- --Left_Zone-- --Right_Zone- Jamb/ Width Base Width Base Girt Panel Column 0.00 0.00 0.00 0.00 1.08 1.00 1.08 BASIC LOADS AT EAVE: Seis Seis Seis ---Torsion--- Dead Girt Load Wind Seismic 2.00 0.00 0.00 0.00 0.00 WIND PRESSURE/SUCTION: Wind Wind Press Suct 16.0 -16.0 .. Column 16.0 -16.0 .. Girt/Header 16.0 -16.0 .. Jamb 16.0 -22.3 .. Panel 30.9 -20.6 .. Parapet 30.9 -20.6 .. Transverse bracing, Facia/Parapet WIND COEFFICIENTS: Surf ---Wind_1-- ---Wind_2-- -Long_Wind- Surface Id Left Right Left Right 1 2 Friction Page 11 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.27 -1.00 -0.64 -0.25 -1.02 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 COLUMN, RAFTER & BRACING DESIGN LOADS: Load ---Live--- --Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind Long Tran Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Seis Seis Id Coef 86 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 12 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 42 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 49 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 50 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 13 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.53 0 0.00 51 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 52 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 53 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 54 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 55 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 56 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 73 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 Page 14 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: No. Add Loc Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 U_SNOW D -0.20 -0.20 -0.17 0.00 25.34 STEPPED LOAD COEFFICIENTS: Basic Location No. ------------- ------------- ------------- No. Load Use Id Step Locate Coef Locate Coef Locate Coef WINDL1 - 2 2 12.67 1.00 25.34 0.68 WINDR1 - 2 2 12.67 0.04 25.34 1.00 WINDL2 - 2 2 12.67 1.00 25.34 2.41 WINDR2 - 2 2 12.67 -3.02 25.34 1.00 ROOFDES: -------- BASIC LOADS: Dead Coll Live Snow Rain Basic Wind_Load_Ratio Surface Seis % Load Load Load Load Load Wind Deflect Factor Friction Factor Snow 2.2 1.0 20.0 42.0 0.0 17.7 0.51 0.00 0.00 1.000 0.20 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct_Roof 16.0 -27.1 .. Purlins 16.0 -27.1 .. Panels 8.2 -6.0 -18.0 .. Long Bracing, Building 10.8 -7.6 .. Long Bracing, Wall Edge Zone 26.5 -17.7 14.1 .. Long Bracing, Facia/Parapet Page 15 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 EDGE & CORNER ZONE WIND: Wind Surf No. Zone --Purlin--- ---Panel--- Id Id Zone Id Width Length Press Suct Press Suct 1 2 5 1 0.00 0.00 1.00 1.00 1.00 1.00 2 3.00 3.00 1.00 1.00 1.50 1.53 3 0.00 3.00 1.00 1.00 1.50 1.53 4 3.00 0.00 1.00 1.00 1.50 1.53 5 0.00 3.00 1.00 1.00 1.50 1.53 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 2 2 1 1 0.00 0.00 1.00 PURLIN DESIGN LOADS: Surf --Load- --Add_Snow- Wind Wind Aux_Load Id No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Id Coef 2 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0 0.00 10 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 1 1.00 11 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 1 0.75 12 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 4 1.00 13 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 5 1.00 14 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 6 1.00 15 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 7 1.00 16 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 2 1.00 17 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 3 1.00 18 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 19 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 BRACING DESIGN LOADS: --Load- --Add_Snow- Wind Wind Seis Aux_Load No. Id Dead Coll Live Snow Drift Slide Rain Press Suct Load Id Coef 14 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 4 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 6 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 1.04 1.04 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.04 1.04 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.52 0 0.00 Page 16 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 13 1.04 1.04 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.52 0 0.00 14 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coef 7 1 MIN_SNOW 1 1 1.00 2 PAT_SL_1 1 2 0.50 3 PAT_SL_2 1 6 0.50 4 PAT_SL_3 2 2 0.50 3 0.50 5 PAT_SL_4 2 3 0.50 4 0.50 6 PAT_SL_5 2 4 0.50 5 0.50 7 PAT_SL_6 2 5 0.50 6 0.50 ADDITIONAL LOADS: No. Add Surf Basic Load Fy Dx .. Conc Add Id Id Load Type W1 W2 Dx1 Dx2 .. Dist 6 1 2 U_SNOW D -20.0 -20.0 0.0 25.3 2 0 U_SNOW D -42.0 -42.0 0.0 20.0 3 0 U_SNOW D -42.0 -42.0 20.0 40.0 4 0 U_SNOW D -42.0 -42.0 40.0 60.0 5 0 U_SNOW D -42.0 -42.0 60.0 80.0 6 0 U_SNOW D -42.0 -42.0 80.0 100.0 RIGID FRAME - 1: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 2.2 1.0 20.0 42.0 0.0 17.7 0.51 0 BASIC LOADS AT EAVE: Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: Surf --Wind_1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -1.02 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --Wind_1- --Wind_2- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 96 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 17 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 Page 18 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 Page 19 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 78 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 79 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 80 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 81 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 82 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 Page 20 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 83 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 84 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 85 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 86 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 87 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 88 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 89 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 90 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 91 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 92 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 93 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 94 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 U_SNOW D -0.20 -0.20 0.167 0.00 25.34 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDL1 2 2 12.67 1.00 25.34 27.26 WINDR1 2 2 12.67 1.46 25.34 1.00 WINDL2 2 2 12.67 1.00 25.34 -0.33 WINDR2 2 2 12.67 0.41 25.34 1.00 RIGID FRAME - 2: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 2.2 1.0 20.0 42.0 0.0 17.7 0.51 0 Page 21 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 BASIC LOADS AT EAVE: Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.48 0.00 0.00 0.00 0.00 1.00 1.73 0.00 0.00 WIND COEFFICIENTS: Surf --Wind_1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -0.87 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --Wind_1- --Wind_2- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 96 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 22 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 Page 23 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 24 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.53 0.00 0 0.00 74 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 78 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 79 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 80 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 81 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 82 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 83 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 84 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 85 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 86 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 87 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 88 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 89 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 90 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 91 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 92 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 93 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 94 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: Page 25 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 U_SNOW D -0.39 -0.39 0.167 0.00 25.34 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDL1 2 2 12.67 1.00 25.34 27.26 WINDR1 2 2 12.67 1.46 25.34 1.00 WINDL2 2 2 12.67 1.00 25.34 -0.33 WINDR2 2 2 12.67 0.41 25.34 1.00 RIGID FRAME - 3: --------------- BASIC LOADS: Basic Defl Temperature Dead Coll Live Snow Rain Wind Ratio Change 2.2 1.0 20.0 42.0 0.0 17.7 0.51 0 BASIC LOADS AT EAVE: Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- Load Wind Seis Wind Seis Wind Seis Wind Seis 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 WIND COEFFICIENTS: Surf --Wind_1--- --Wind_2--- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -1.02 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DESIGN LOADS: -Load- ---Live--- --Add_Snow- --Wind_1- --Wind_2- Long_Wind --Seismic- Aux_Load No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt Lt Rt Long Tran Temp Id Coef 96 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 26 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 Page 27 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 28 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 78 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 79 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 80 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 81 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 82 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 83 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 84 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 85 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 86 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 87 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 88 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 89 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 90 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 Page 29 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 91 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 92 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 93 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 94 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 AUXILIARY LOADS: No. Aux Aux No. Add_Load Aux Id Name Load Id Coeff 1 1 MIN_SNOW 1 1 1.00 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 U_SNOW D -0.20 -0.20 0.167 0.00 25.34 STEPPED LOAD COEFFICIENTS: Basic Surf No. ------------- ------------- ------------- No. Load Id Step Locate Coef Locate Coef Locate Coef 4 WINDL1 2 2 12.67 1.00 25.34 27.26 WINDR1 2 2 12.67 1.46 25.34 1.00 WINDL2 2 2 12.67 1.00 25.34 -0.33 WINDR2 2 2 12.67 0.41 25.34 1.00 ================================================================================ 02510020 Reactions, Anchor Bolts, & Base Plates:12/ 6/21 8:51am ================================================================================ ----- ----- -----Foundation_Loads(k )----- --------- ----------------- Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base_Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick ----- ------ -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 D 7 1.1 0.0 8 -1.1 0.0 6 D 7 1.1 0.0 8 -1.1 0.0 1 E 1 0.2 6.7 2 0.0 -1.3 4 0.750 6.00 8.50 0.500 2* E 1 0.4 12.4 2 -0.1 -2.8 4 0.750 6.00 8.50 0.500 6 E 1 0.2 6.7 2 0.0 -1.3 4 0.750 6.00 8.50 0.500 ----------------------------------------------------------------------------- 2* Frame Lines:2 3 4 5 LOAD COMBINATIONS: ------------------ Id Combination Page 30 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ---- ------------------------------ 1 Dead+Collateral+Snow+Slide_Snow 2 0.6Dead+0.6Wind_Right1 3 1.05Dead+1.05Collateral+0.7Seismic_Left 4 0.6Dead+0.6Wind_Right2 5 0.55Dead+0.7Seismic_LongR 6 1.05Dead+1.05Collateral+0.7Seismic_LongL 7 0.6Dead+0.6Wind_Right2+0.6Wind_Suction 8 0.6Dead+0.6Wind_Pressure+0.6Wind_Long2L ================================================================================ 02510020 Bracing Reactions Report: 12/ 6/21 8:51am ================================================================================ BUILDING BRACING REACTIONS: --------------------------- ------Reactions(k )------- ---Wall-- Col ----Wind---- --Seismic--- Panel_Shear(lb/ft) Loc Line Line Horz Vert Horz Vert Wind Seismic Notes ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- L_EW 1 (h) F_SW D (f) R_EW 6 (h) B_SW E Torsional Bracing Used! ---- ---- ------- ----- ----- ----- ----- ------ ------- ----- (f)Bracing loads are applied to adjacent building (h)Rigid frame at endwall Reaction values shown are unfactored. Maximum load combination factors are: Wind : 0.60 Seismic: 0.70 ================================================================================ 02510020 Additional Reactions Report: 12/ 6/21 8:51am ================================================================================ Rigid Frame Column Reactions(k ) -------------------------------- Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 E 0.0 0.8 0.0 0.1 0.1 2.8 0.2 5.8 0.0 -0.8 1 D 0.0 0.5 0.0 0.1 -0.1 2.5 -0.2 5.2 0.5 -1.9 Page 31 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Frame Col Wind_Right1 Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 1 E -0.1 -2.9 0.0 1.3 -0.1 -2.1 -0.1 -2.6 0.0 1.1 1 D 0.9 -2.0 -0.2 -0.1 0.9 -2.9 0.9 -2.2 -0.4 0.9 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- Line Line Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- 1 E 0.0 0.0 0.0 0.0 0.1 2.8 1 D -0.6 0.0 0.6 0.0 -0.1 2.5 ------------------------------------------------------------------------------ Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* E 0.0 1.0 0.0 0.3 0.2 5.3 0.4 11.1 -0.1 -1.4 2* D 0.0 0.7 0.0 0.2 -0.2 4.7 -0.4 9.9 0.9 -3.6 Frame Col Wind_Right1 Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 2* E -0.2 -5.6 0.1 2.5 -0.1 -4.1 -0.1 -4.1 0.1 2.0 2* D 1.8 -3.9 -0.5 -0.2 1.7 -5.5 0.4 -3.6 0.3 1.8 Frame Col -Seis_Left- -Seis_Right -Seis_Long- -MIN_SNOW- Line Line Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- 2* E 0.0 0.1 0.0 -0.1 0.0 0.1 0.2 5.3 2* D -1.0 -0.1 1.0 0.1 -1.7 -0.1 -0.2 4.7 ------------------------------------------------------------------------------ Frame Col ----Dead--- Collateral ----Live--- ----Snow--- Wind_Left1 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 E 0.0 0.8 0.0 0.1 0.1 2.8 0.2 5.8 0.0 -0.8 6 D 0.0 0.5 0.0 0.1 -0.1 2.5 -0.2 5.2 0.5 -1.9 Frame Col Wind_Right1 Wind_Left2 Wind_Right2 Wind_Long1 Wind_Long2 Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- 6 E -0.1 -2.9 0.0 1.3 -0.1 -2.1 -0.1 -2.6 0.0 1.1 6 D 0.9 -2.0 -0.2 -0.1 0.9 -2.9 0.9 -2.2 -0.4 0.9 Frame Col -Seis_Left- -Seis_Right -MIN_SNOW- Line Line Horz Vert Horz Vert Horz Vert ----- ------ ----- ----- ----- ----- ----- ----- 6 E 0.0 0.0 0.0 0.0 0.1 2.8 6 D -0.6 0.0 0.6 0.0 -0.1 2.5 ------------------------------------------------------------------------------ Page 32 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2* Frame Lines:2 3 4 5 Endwall Column Reactions(k ) ----------------------------- Wind Wind Frame Col Press Suct Line Line Horz Horz ----- ---- ----- ----- 1 D -1.9 1.9 ------------------------------------------------------------------------------ Wind Wind Frame Col Press Suct Line Line Horz Horz ----- ---- ----- ----- 6 D -1.8 1.8 ------------------------------------------------------------------------------ ================================================================================ 02510020 Seismic Design Report: 12/ 6/21 8:51am ================================================================================ Building Data ------------- Code =IBC 18 Length = 100.00 Width = 25.00 Left Eave Height = 15.83 Right Eave Height = 20.00 Seismic Formula --------------- Base Shear, V = 0.667*Ie*Fa*Ss*W/R Vmin = 0.044*Sds*Ie*W Vmax = Sd1*Ie*W/(T*R) T(Moment_Frame) = 0.282 Shear Force, E = Rho*V (Rigid frame, endwall frame, wind bent, wind column & base reactions) T(Braced_Frame) = 0.174 Shear Force, Em = Omega*V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Page 33 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Fa*Ss = 0.549 Zone/Design Category= D Ie = 1.000 S1 = 0.142 Sd1 = 0.218 Sds = 0.366 Seismic Dead Load, W -------------------- Frame Dead = 2.00 (psf ) Roof Dead = 2.15 (psf ) Collateral = 1.00 (psf ) Snow ( 20%)= 8.40 (psf ) Roof Total = 13.55 (psf ) , Weight= 33.88 (k ) Left EW Dead = 2.00 (psf ) , Weight= 0.45 (k ) Front SW Dead = 2.00 (psf ) , Weight= 2.00 (k ) Right EW Dead = 2.00 (psf ) , Weight= 0.45 (k ) Back SW Dead = 2.00 (psf ) , Weight= 1.58 (k ) ------- Total = 38.35 (k ) Seismic Forces -------------- Roof Bracing R = 3.25, Rho= 1.30 Cs = 0.1127 W = 34.77 (k ) Force, V = 3.92 (k ) Force, E = 5.09 (k ) Rigid Frames R = 3.50, Rho= 1.30 Cs = 0.1047 Frame 1 W = 4.11 (k ) Force, V = 0.43 (k ) Force, E = 0.56 (k ) Frame 2 W = 7.05 (k ) Force, V = 0.74 (k ) Force, E = 0.96 (k ) Frame 3 W = 4.11 (k ) Force, V = 0.43 (k ) Force, E = 0.56 (k ) End Plates Frame R = 3.50, Rho= 1.00, Omega= 3.00 Total Base Shear Longitudinal Force, V = 0.00 (k ) Transverse Force, V = 3.82 (k ) Page 34 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 R & M Steel Company P.O. Box 580 Caldwell, Idaho 83606 FRAMING SUMMARY FOR IRON MAN ENTERPRISES, LLC. 4168 EAST 600 NORTH RIGBY, ID 83442 CHR LEAN TO REXBURG, ID 02510020 BUILDING LAYOUT Width (ft)= 25.0 Length (ft)= 100.0 Eave Height (ft)= 15.8/ 20.0 Roof Slope (rise/12 )= 2.00 BUILDING LOADS Roof Dead Load (psf )= 2.2 Wall Dead Load Left Endwall (psf )= 2.0 Right Endwall (psf )= 2.0 Front Sidewall(psf )= 2.0 Back Sidewall(psf )= 2.0 Live Load (psf )= 20.0 Collateral Load (psf )= 1.0 Snow Load (psf )= 42.0 Wind Speed (mph )= 105.0 Wind Code = IBC 18 Closed/Open = O Exposure = C Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= D Seismic Coeff (Fa*Ss) = 0.55 Page 35 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ------------------------------- Designer : Detailer : 12/ 6/21 ================================================================================ 02510020 FRAMING SUMMARY: Roof 12/ 6/21 8:51am ================================================================================ PURLIN LAYOUT: -------------- Surface Purlin Surface_Extend Stub_Purlin Total Peak --Set_Space-- Id Type Left Right Left Right Rows Space Space Row ------- ------ ------- ------- ---- ----- ----- ------- ------- --- 2 ZB 0.0000 0.0000 N N 5 1.0000 4.8690 5 EAVE LAYOUT: ------------ Wall Flange Web Id Type Rotate Orient Offset ---- ---- ------ ------ ------ 4 EO I V 0.00 PURLIN LOCATION: ---------------- Surface Purlin Surface Id Id Offset Space ------ ------ -------- ------- 2 1 4.7579 4.7579 2 9.6268 4.8690 3 14.4958 4.8690 4 19.3648 4.8690 5 24.2337 4.8690 25.3448 1.1111 PURLIN & EAVE STRUT: -------------------- Surface Bay ----Purlin_Lap---- IS_Flg Eave_B_SW Eave_F_SW Id Id Part Left Right Strap Strut Strut ------- --- -------- -------- -------- ------ -------- -------- 2 1 8x25Z12 2.6042 2 82x5E24 2 8x25Z14 2.6042 2.6042 2 82x5E24 3 8x25Z15 2.6042 2.6042 2 82x5E24 4 8x25Z14 2.6042 2.6042 2 82x5E24 5 8x25Z12 2.6042 2 82x5E24 ROOF BRACING: ------------- Page 36 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Bay Attach_Locate Id Start End Type Part Dia --- ------ ------ -------- -------- ----- 2 0.00 25.00 Cable 1/4EHS 0.250 4 0.00 25.00 Cable 1/4EHS 0.250 BOLT AT EAVE STRUT: ------------------- Wall Frame_Line Lap -------Bolt_Size------ Id Id Type Plate No. Type Dia Washer ---- -- ---- ----- --- ----- ----- ------ 2 1 RF 2 2 RF N 2 3 RF N 2 4 RF N 2 5 RF N 2 6 RF 4 1 RF - 4 GR_5 0.500 0 4 2 RF N 2 GR_5 0.500 0 4 3 RF N 2 GR_5 0.500 0 4 4 RF N 2 GR_5 0.500 0 4 5 RF N 2 GR_5 0.500 0 4 6 RF - 4 GR_5 0.500 0 PURLIN ANTI-ROLL: ----------------- Surf Line Ds_ARoll No. Id Id AntiRoll Type Id Purlin Purlin_Id ---- ---- ------------- -------- ------ -------------------- 2 RF Clip w/gusset @002 1 5 ================================================================================ 02510020 FRAMING SUMMARY: Left Endwall 12/ 6/21 8:51am ================================================================================ COLUMN: ------- Grid Base Id Offset Line Part Length Elev ------ ------ ---- -------- ------ ----- CAP PLATE: ---------- -----Bolts----- Id No. Type Dia ------ --- ----- ----- GIRT: ----- Girt IS_Flg Type Strap ---- ------ ZF 0 Page 37 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 GIRT LOCATION: -------------- Bay No. Girt_Location Id Girt --- ---- 1 0 ================================================================================ 02510020 FRAMING SUMMARY: Right Endwall 12/ 6/21 8:51am ================================================================================ COLUMN: ------- Grid Base Id Offset Line Part Length Elev ------ ------ ---- -------- ------ ----- CAP PLATE: ---------- -----Bolts----- Id No. Type Dia ------ --- ----- ----- GIRT: ----- Girt IS_Flg Type Strap ---- ------ ZF 0 GIRT LOCATION: -------------- Bay No. Girt_Location Id Girt --- ---- 1 0 ================================================================================ 02510020 FRAMING SUMMARY: Back Sidewall 12/ 6/21 8:51am ================================================================================ GIRT: ----- Girt Bay --Girt_Lap-- IS_Flg Type Id Left Right Strap ---- --- ----- ----- ------ ZB 1 2 3 4 5 GIRT LOCATION: -------------- Page 38 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Bay No. Girt_Location Id Girt --- ---- 1 0 2 0 3 0 4 0 5 0 ================================================================================ 02510020 FRAMING SUMMARY: Rigid Frame 1 12/ 6/21 8:51am ================================================================================ LAYOUT: ------- Type : BC No. Line : 1 Frame Line Id : 1 Grid Line Id : 1 MEMBER: ------- Surf Mem Seg Flange Flange -Web_Depth- -Plate_Thickness- Id Id Id Part Length Width Start End Web O-flg I-flg ---- --- --- -------- ------ ------ ----- ----- ----- ----- ----- 1 1 1 15.25 6.00 8.00 11.75 0.150 0.250 0.250 2 2 2 15.94 6.00 12.00 12.00 0.150 0.313 0.250 2 3 3 7.89 6.00 12.00 12.00 0.150 0.313 0.250 SPLICE: ------- -Surface- ---Plate--- Bolt Bolt Bolt ---Top--- --Bottom- Id Locate Type Width Thick Type Dia Gage Row Space Row Space -- ------ ---- ----- ----- ----- ----- ----- --- ----- --- ----- 2 0.00 VFF 6.00 0.375 A325 0.750 3.00 2 3.00 0 0.00 2 25.34 -PP 6.00 0.375 A325 0.750 3.00 2 3.00 0 0.00 BASE PLATE: ----------- ---Plate--- -----------Bolt---------- Base Locate Type Width Thick Type Dia Gage Row Elev ---------- ---- ----- ------ ----- ----- ----- ---- ----- Lt Column P 6.00 0.500 GR36 0.750 3.00 2 0.00 Rt Column P 0.00 0.000 GR36 0.000 0.00 0 0.00 FLANGE BRACE: ------------- Surf No. Id Locate Side Part Clip ---- ------ ---- -------- ------ 2 1 1 L2x2x14 2 3 1 L2x2x14 2 4 1 L2x2x14 Page 39 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 BEARING STIFFENER: ------------------ Locate Width Thick ---------- ----- ----- ================================================================================ 02510020 FRAMING SUMMARY: Rigid Frame 2 12/ 6/21 8:51am ================================================================================ LAYOUT: ------- Type : BC No. Line : 4 Frame Line Id : 2 3 4 5 Grid Line Id : 2 3 4 5 MEMBER: ------- Surf Mem Seg Flange Flange -Web_Depth- -Plate_Thickness- Id Id Id Part Length Width Start End Web O-flg I-flg ---- --- --- -------- ------ ------ ----- ----- ----- ----- ----- 1 1 1 15.25 6.00 8.00 11.75 0.150 0.250 0.250 2 2 2 15.94 6.00 12.00 12.00 0.150 0.313 0.250 2 3 3 7.89 6.00 12.00 12.00 0.150 0.313 0.250 SPLICE: ------- -Surface- ---Plate--- Bolt Bolt Bolt ---Top--- --Bottom- Id Locate Type Width Thick Type Dia Gage Row Space Row Space -- ------ ---- ----- ----- ----- ----- ----- --- ----- --- ----- 2 0.00 VFF 6.00 0.375 A325 0.750 3.00 2 3.00 0 0.00 2 25.34 -PP 6.00 0.375 A325 0.750 3.00 2 3.00 0 0.00 BASE PLATE: ----------- ---Plate--- -----------Bolt---------- Base Locate Type Width Thick Type Dia Gage Row Elev ---------- ---- ----- ------ ----- ----- ----- ---- ----- Lt Column P 6.00 0.500 GR36 0.750 3.00 2 0.00 Rt Column P 0.00 0.000 GR36 0.000 0.00 0 0.00 FLANGE BRACE: ------------- Surf No. Id Locate Side Part Clip ---- ------ ---- -------- ------ 2 1 2 L2x2x14 2 3 2 L2x2x14 2 4 2 L2x2x14 BEARING STIFFENER: ------------------ Locate Width Thick ---------- ----- ----- Page 40 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ 02510020 FRAMING SUMMARY: Rigid Frame 3 12/ 6/21 8:51am ================================================================================ LAYOUT: ------- Type : BC No. Line : 1 Frame Line Id : 6 Grid Line Id : 6 MEMBER: ------- Surf Mem Seg Flange Flange -Web_Depth- -Plate_Thickness- Id Id Id Part Length Width Start End Web O-flg I-flg ---- --- --- -------- ------ ------ ----- ----- ----- ----- ----- 1 1 1 15.25 6.00 8.00 11.75 0.150 0.250 0.250 2 2 2 15.94 6.00 12.00 12.00 0.150 0.313 0.250 2 3 3 7.89 6.00 12.00 12.00 0.150 0.313 0.250 SPLICE: ------- -Surface- ---Plate--- Bolt Bolt Bolt ---Top--- --Bottom- Id Locate Type Width Thick Type Dia Gage Row Space Row Space -- ------ ---- ----- ----- ----- ----- ----- --- ----- --- ----- 2 0.00 VFF 6.00 0.375 A325 0.750 3.00 2 3.00 0 0.00 2 25.34 -PP 6.00 0.375 A325 0.750 3.00 2 3.00 0 0.00 BASE PLATE: ----------- ---Plate--- -----------Bolt---------- Base Locate Type Width Thick Type Dia Gage Row Elev ---------- ---- ----- ------ ----- ----- ----- ---- ----- Lt Column P 6.00 0.500 GR36 0.750 3.00 2 0.00 Rt Column P 0.00 0.000 GR36 0.000 0.00 0 0.00 FLANGE BRACE: ------------- Surf No. Id Locate Side Part Clip ---- ------ ---- -------- ------ 2 1 1 L2x2x14 2 3 1 L2x2x14 2 4 1 L2x2x14 BEARING STIFFENER: ------------------ Locate Width Thick ---------- ----- ----- Page 41 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Roof Design Input 12/ 3/21 11:46am *=============================================================================== *( 1)JOBID: '02510020' *( 2)PROGRAM OPTIONS: * Run Run Run Lap * Purlin Panel Brace Stiff 'Y' 'Y' 'Y' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factor--- * ------Stress_Ratio------ ---Seismic--- * Purlin Panel Wind_Frame Wind Frame Brace 1.0000 1.00 1.00 1.000 1.000 1.000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: *------Purlin----- ----Extension--- ----Gable_Ext---- Facia ---Panel--- Facia Wind_Frame *Live Wind Total Live Wind Total Live Wind Total Girt Live Wind Panel Wind Seis 180.0 150.0 0.0 180.0 120.0 0.0 90.0 60.0 0.0 90.0 60.0 60.0 90.0 60.0 65.0 *( 7)REPORTS: * Input Roof Eave Roof Cable Roof * Echo Purlin Strut Panel Brace Open 'I' 'Y' 'Y' 'Y' '2' 'Y' *( 8)BUILDING LAYOUT: * Build L_Expand_EW R_Expand_EW ------Open_Wall------- Column * Type Use Offset Use Offset L_EW F_SW R_EW B_SW Option 'LT-' 'Y ' 4.000 'Y ' 4.000 'Y' 'Y' 'Y' 'Y' '-' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Opt 3 0.0000 15.8333 '-' 25.0000 20.0000 '-' 25.0000 0.0000 '-' *(10)WALL BAY SPACING: * Wall No. ---Bay_Set--- Page 42 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * Id Sets Width Quan 1 1 25.0000 1 2 1 20.0000 5 3 1 25.0000 1 4 1 20.0000 5 5 1 20.0000 5 *(11)WALL OPENINGS: * Wall Bay * Id No. Id Offset Width HeightL HeightR Type Option 1 0 2 0 3 0 4 0 *(12)PARTIAL WALLS: *Wall Set_Of --Bay_Id-- Base Top Full_Load ----Panel----- * Id Bays Id Use Start End Height Type Type Girt Col Part Opt 1 0 2 0 3 0 4 0 *(13)JACK BEAM LAYOUT: * --Bay_Id- * No. Id Start End Offset Height 0 *(14)SURFACE EXTENSION/FRAME RECESS: * Surf ---Surf_Ext--- Frame_Recess * Id Left Right Left Right 2 0.0000 0.0000 0.3333 0.3333 *(15)ENDWALL COLUMN/RAFTER: *Wall L_Column R_Column * Id Type Rot Type Rot Rafter 1 '-' 'N' '-' 'N' '--------' 3 '-' 'N' '-' 'N' '--------' *(16)PURLINS: * Surf Purlin --Flange_Strap-- Set ----Set_Lap--- * Id Type Offset Project Out In Space Depth Ext Int 2 'ZB' 0.000 0.000 'C' 'Y' 3.9992 8.000 0.0000 0.0000 *(17)PURLIN SPACING: * Surf Space Peak Max Set No. -Purlin_Set- * Id Opt Space Space Space Sets Space Quan 2 '-' 1.0000 5.0156 0.0000 0 *(18)PURLIN SIZE: *Surf Show * Id Id No. Part 2 0 0 Page 43 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(19)REPLACEMENT PURLINS: * Surf Bay *No. Id Id Id Part 0 *(20)EAVE STRUT: *Wall * Id Type Rot No. Part 2 '--' 'I' 0 4 'EO' 'I' 0 *(21)WALL GIRT: *Wall Girt Girt * Id Type Part Offset Proj 1 'ZF' '--------' 0.000 0.000 2 'ZB' '--------' 0.000 0.000 3 'ZF' '--------' 0.000 0.000 4 'ZB' '--------' 0.000 0.000 *(22)GUTTER/SOLDIER COLUMN: *Wall --Gutter-- Soldier_Opt * Id Use Width Rafter Brace 2 'N' 0.000 '-' '-' 4 'N' 0.000 '-' '-' *(23)PANELS: * Wall ----Roof_Panel--- -----------Standing_Seam----------- * Panel Part Start Type Height Seam Type Clamp '26 PBR ' '26 PBR ' 0.0000 '--' 0.000 '---------------' 'N' *(24)LINER PANELS: * --Bay_Id- Flange *No. Start End Part Opt 0 *(25)INSULATION: * Use Thick Part 'N' 0.000 '--------' *(26)ROOF BRACING OPTIONS: * -----L_EW_Brace_To_Frame----- -----R_EW_Brace_To_Frame----- *Panel Diagonal Left_Bay Right_Bay Left_Bay Right_Bay *Shear Bracing Opt Part Opt Part Opt Part Opt Part 'N' 'Y ' '-' '--------' '-' '--------' '-' '--------' '-' '--------' *(27)ROOF DIAGONAL BRACING: * Max_Pan Brace Each User_Selected_Roof_Bays * Shear Type EW No. Bay_Id 100.0 'C' 'R' 0 2 2 4 *(28)ROOF BRACING ATTACHMENT: *Wall * Id No. Location Page 44 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 1 2 0.0000 25.0000 3 2 0.0000 25.0000 *(29)WALL/INTERIOR BRACING OPTIONS: * -----------Order_Of_Selection----------- * Wall Panel Diagonal Wind Wind Weak_Axis Brace * Id Shear Bracing Bent Column Bending Option Height 2 'N' 'N ' 'N' 'N' 'N' '--' 0.0000 4 'N' 'TF' 'N' 'N' 'N' '--' 0.0000 5 'N' 'N ' 'N' 'N' 'N' '--' 0.0000 *(30)SIDEWALL DIAGONAL BRACING: * Wall Max_Pan User_Selected_SW_Bays * Id Shear Type No. Bay_Id 2 100.0 'C' 0 4 100.0 'C' 0 *(31)WIND BENTS: *Wall Member Column Rafter No. Bay Column Rafter * Id Type Depth Depth Bay Id Part Part 2 'W' 0.00 0.00 0 4 'W' 0.00 0.00 0 5 'W' 0.00 0.00 0 *(32)WIND COLUMNS: *Wall Member Left/ * Id Type Depth Part No. Bay_Id Right 2 'W' 0.00 '--------' 0 4 'W' 0.00 '--------' 0 5 'W' 0.00 '--------' 0 *(33)WALL BRACING ATTACHMENT: *Wall --Bay_Id-- No. ----Level---- * Id No. Id Start End Connect Option Level Height Strut 2 1 1 1 5 'F' 0 1 20.0000 'E' 4 1 2 1 5 'F' 0 1 15.8333 'E' *(34)INTERIOR DIAGONAL BRACING: * Attach User_Selected_Int_Bays *No. Offset Type No. Bay_Id 0 *(35)INTERIOR BRACING ATTACHMENT: * --Bay_Id-- No. *No. Offset Start End Elev Level Level_Height 0 *(36)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- End_Option End_Support *No. Id Id Type Opt Mount Start End Left Right Left Right Left Right 0 *(37)EXTENSION SIZE: *Ext ----Horizontal_Size---- ---------Vertical_Size-------- --Orient-- Page 45 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *Id Height Width Slope Elev Height Slope Project Beam Panel *(38)EXTENSION PURLINS: * Ext --Flange_Strap-- Set ----Set_Lap--- Peak Max Set *No. Id Loc Type Out In Space Depth Ext Int Space Space Space 0 *(39)EXTENSION EAVE STRUTS/GUTTERS: * Ext --Eave-- --Gutter-- *No. Id Type Rot Use Width 0 *(40)EXTENSION PANELS: * Ext ------------Standing_Seam----------- *No. Id Loc Part Rot Space Type Height Seam Type Clamp 0 *(41)EXTENSION BRACING: * Ext Run Max_Pan ---Loads--- Brace User_Selected_Bays *No. Id Brace Shear Wind Seis Type No. Bay_Id 0 *(42)WALL BASE ELEVATION/DEAD: *Wall Base Wall Seis --%_Open-- * Id Elev Dead Opt Seis Wind 1 0.00 2.00 'Y' 0.00 0.00 2 0.00 2.00 'Y' 0.00 0.00 3 0.00 2.00 'Y' 0.00 0.00 4 0.00 2.00 'Y' 0.00 0.00 5 0.00 5.15 'Y' 0.00 0.00 *(43)ROOF BASIC LOADS: * ------Deflection------ Wall Seismic * Dead Collat Live Snow Rain Basic Load_Ratio Bent --Friction-- Edge Ld_Rat * Load Load Load Load Load Wind Snow Wind Seis Seis Wind Coef Zone Factor 2.15 1.00 20.00 42.00 0.00 17.69 1.00 0.51 1.00 1.00 17.69 0.0000 3.000 1.0000 *(44)WIND PRESSURE/SUCTION: * Wind Wind Wind * Press Suct Suct_Roof 16.00 -27.14 .. Purlins 16.00 -27.14 .. Interior Roof Panels 8.24 -5.97 -18.04 .. Long Bracing, Building 10.79 -7.61 .. Long Bracing, Wall Edge Zone 26.54 -17.69 14.15 .. Long Bracing, Facia/Parapet *(45)EXTENSION BASIC LOADS: * -------Purlin_Wind------- --------Panel_Wind-------- Page 46 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *Ext Attach_Beam Facia_Beam Attach_Beam Facia_Beam *Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Press Suct Press Suct *(46)ROOF EDGE & CORNER ZONES: *Wind Surf No Zone ---Purlin--- ---Panel---- Screw * Id Id Zone Id Width Length Press Suct Press Suct Suct 1 2 5 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 .. Interior 2 3.00 3.00 1.00 1.00 1.50 1.53 1.53 .. Middle 3 0.00 3.00 1.00 1.00 1.50 1.53 1.53 .. Edge_Left 4 3.00 0.00 1.00 1.00 1.50 1.53 1.53 .. Edge_Top 5 0.00 3.00 1.00 1.00 1.50 1.53 1.53 .. Edge_Right 2 2 1 1 0.00 0.00 1.00 1.00 1.00 1.00 1.00 .. Interior *(47)ROOF EDGE & CORNER ZONES, LONGITUDINAL: * EW *Wind Surf No Zone Purlin * Id Id Zone Id Width Length Suct 1 2 1 1 0.00 0.00 1.00 .. Interior 2 2 1 1 0.00 0.00 1.00 .. Interior *(48)EXTENSION EDGE ZONES: * Ext No. Zone ---Purlin-- ---Panel--- Screw *No. Id Orn Zone Id Length Press Suct Press Suct Suct 0 *(49)PURLIN LOAD COMBINATIONS, STRENGTH: * Surf No. Load -Add_Snow- ---Wind1--- ---Wind2--- Long_Wind Aux_Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct EW1 EW2 Id Coef 2 19 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 9 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 11 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 1 0.75 Page 47 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 12 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 13 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 1.00 14 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 15 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 16 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 17 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 18 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.00 19 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 -1.00 *(50)PURLIN LOAD COMBINATIONS, DEFLECTION: * Surf No. Load -Add_Snow- ---Wind1--- ---Wind2--- Long_Wind Aux_Load * Id Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct EW1 EW2 Id Coef 2 11 20 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 28 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 30 1.00 1.00 0.00 0.01 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 1 0.75 *(51)BRACING LOAD COMBINATIONS, STRENGTH: * No. Load -Add_Snow- Long_Wind Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 14 1 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 2 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 Page 48 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 3 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.60 0.00 0.00 0 0.00 4 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 0.60 0.00 0 0.00 5 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.60 0.00 0.00 0 0.00 6 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.60 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0 0.00 9 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 10 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 11 1.04 1.04 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 12 1.04 1.04 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.52 0 0.00 13 1.04 1.04 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.52 0 0.00 14 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(52)BRACING LOAD COMBINATIONS, DEFLECTION: * No. Load -Add_Snow- Long_Wind Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain EW1 EW2 Seis Id Coef 14 15 1.00 1.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 17 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 0 0.00 19 1.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 0 0.00 21 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 22 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 23 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 24 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 25 1.04 1.04 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 26 1.04 1.04 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.52 0 0.00 Page 49 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 27 1.04 1.04 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.52 0 0.00 28 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 *(53)EXTENSION LOAD COMBINATIONS, STRENGTH: * No. Load Wind Wind * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct 0 *(54)EXTENSION LOAD COMBINATIONS, DEFLECTION: * No. Load Wind Wind * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct 0 *(55)PANEL LOAD COMBINATIONS, STRENGTH: * No. Load -Add_Snow- ---Wind1--- ---Wind2--- Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 9 1 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 6 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 8 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 9 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.45 0.00 0.00 0.00 1 0.75 *(56)PANEL LOAD COMBINATIONS, DEFLECTION: * No. Load -Add_Snow- ---Wind1--- ---Wind2--- Aux_Load * Load Id Dead Collat Live Snow Drift Slide Rain Press Suct Press Suct Id Coef 7 10 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 Page 50 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 16 0.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 *(57)AUXILIARY LOADS: * No._Add Add_Load * No. Id Name Combs Id Coef 7 1 'MIN_SNOW ' 1 1 1.00 2 'PAT_SL_1 ' 1 2 0.50 3 'PAT_SL_2 ' 1 6 0.50 4 'PAT_SL_3 ' 2 2 0.50 3 0.50 5 'PAT_SL_4 ' 2 3 0.50 4 0.50 6 'PAT_SL_5 ' 2 4 0.50 5 0.50 7 'PAT_SL_6 ' 2 5 0.50 6 0.50 *(58)ADDITIONAL LOADS: * Surf Basic Load Load F D ----Surface---- * No. Id Id Load Type Orn W1 W2 D1 D2 Start End 6 1 2 'U_SNOW' 'D ' 'T' -20.0 -20.0 0.0000 25.3448 0.0000 100.0000 2 0 'U_SNOW' 'D ' 'L' -42.0 -42.0 0.0000 20.0000 0.0000 0.0000 3 0 'U_SNOW' 'D ' 'L' -42.0 -42.0 20.0000 40.0000 0.0000 0.0000 4 0 'U_SNOW' 'D ' 'L' -42.0 -42.0 40.0000 60.0000 0.0000 0.0000 5 0 'U_SNOW' 'D ' 'L' -42.0 -42.0 60.0000 80.0000 0.0000 0.0000 6 0 'U_SNOW' 'D ' 'L' -42.0 -42.0 80.0000 100.0000 0.0000 0.0000 *(59)PURLIN LAPS: *Surf Data ------Set_1------- ------Set_2------- ------Set_3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan 2 '-' 0 *(60)PURLIN LAPS: Extensions *Ext Data ------Set_1------- ------Set_2------- ------Set_3------- * Id Opt Sets Left Right Quan Left Right Quan Left Right Quan *(61)PURLIN STRAPS: * No. * Opt Bay Straps/Bay '-' 7 0 2 2 2 2 2 0 *(62)PURLIN STRAPS: Extensions *Ext No. * Id Bay Straps/Bay *(63)PANEL SCREWS: * No. Washer *Zone Locate Id Zone Part Dia Limit Dia -------Spacing------ 4 'ROOF ' 0 'INT ' '#12S ' 0.209 926.000 0.500 12.000 6.000 4.000 'ROOF ' 0 'EDGE' '#12S ' 0.209 926.000 0.500 6.000 3.000 0.000 'ROOF ' 0 'CORN' '#12S ' 0.209 926.000 0.500 6.000 3.000 0.000 Page 51 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 'WALL ' 0 'BASE' '#12S ' 0.209 926.000 0.500 12.000 6.000 4.000 *(64)EXPANSION JOINTS: *No. Expansion_Location 0 *(65)ADDED PURLINS: * Surf --Bay_Id-- -Surface_Offset- ---Support--- *No. Id Id Start End Start End Opt Locate 0 *(66)PURLIN SYSTEMS: *Surf Added_Purlins * Id No. Id No. Id 2 1 1 0 *(67)ROOF OPENING LAYOUT: * -Location- Frame --Surface-- ----Bay---- *No. Id Use Id Opt Type Id Offset Id Offset Width Length Ref Dist 0 *(68)ROOF OPENING FRAMING: *Open Jamb Head ----Support---- Panel * Id Type Type Type Opt Depth Opt Load *(69)DESIGN CODE OPTIONS: *No. Event Condition 0 *(70)WALL LIGHT PANELS: * Wall ---Bay---- -Light_Panel- * No. Id Id Offset Length Offset Quan 0 *EDGE ZONE MESSAGES * *Front sidewall, surface 2 zone 6, aligned roof *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * 2 Pattern snow load * 3 Pattern snow load * 4 Pattern snow load * 5 Pattern snow load * 6 Pattern snow load * 7 Pattern snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 Page 52 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * 2 Pattern snow load bay 1 * 3 Pattern snow load bay 2 * 4 Pattern snow load bay 3 * 5 Pattern snow load bay 4 * 6 Pattern snow load bay 5 * * Code files used: * IBC.18N * ROOFIBC.18N Version 4.5 ================================================================================ 02510020 Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Purlin Layout(Surface 2) 12/ 6/21 8:51am ================================================================================ SURFACE LAYOUT: ---------------- Surface No. Peak Id Length Row Space ------- ------- --- ----- 2 25.345 5 1.000 PURLIN LOCATION: ---------------- Purlin Surf Load Dead Show ------Max_Load------ Id Offset Space Width Load Report Id UC Report Notes ------ ------ ----- ----- ----- ------ --- ---- --------- ------ 1 4.758 4.758 4.813 1.01 12 0.94 Mom,Shr 2 9.627 4.869 4.869 1.00 Y 15 0.94 Mom,Shr 3 14.496 4.869 4.869 1.00 12 0.94 Mom,Shr 4 19.365 4.869 4.869 1.00 15 0.94 Mom,Shr 5 24.234 4.869 2.990 1.62 15 0.56 Mom,Shr 25.345 1.111 ----- Average= 1.08 Page 53 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LAYOUT: ------- Bay Design ---Lap(ft)-- No. Unit Total Id Part Length Left Right Strap Weight Weight ---- -------- ------ ----- ----- ----- ------ ------ LExt 8x25Z12 0.33 0 1.7 8.3 1 8x25Z12 19.67 2.60 2 110.9 554.5 2 8x25Z14 20.00 2.60 2.60 2 89.7 448.7 3 8x25Z15 20.00 2.60 2.60 2 80.2 400.8 4 8x25Z14 20.00 2.60 2.60 2 89.7 448.7 5 8x25Z12 19.67 2.60 2 110.9 554.5 RExt 8x25Z12 0.33 0 1.7 8.3 ------ ------ Total(lb)= 484.8 2423.9 LOAD COMBINATIONS: ------------------ 12 - Dead+Collateral+Snow/2+PAT_SL_3 15 - Dead+Collateral+Snow/2+PAT_SL_6 ================================================================================ 02510020 Purlin(Surface 2, Id 2) 12/ 6/21 8:51am ================================================================================ ------------------------------ ROOF PURLIN Surface Id = 2 Purlin Id = 2 Offset = 9.74 ------------------------------ LAYOUT (Purlin Id= 2): ----------------------- Available Design Reduction Bay Length ---Lap(ft)-- Load No. Factor Id Part (ft) Left Right Width Strap Out In ---- -------- ------ ----- ----- ----- ----- ---- ---- LExt 8x25Z12 0.33 4.87 0 0.00 0.70 1 8x25Z12 19.67 2.60 4.87 2 0.00 0.70 2 8x25Z14 20.00 2.60 2.60 4.87 2 0.00 0.70 3 8x25Z15 20.00 2.60 2.60 4.87 2 0.00 0.70 4 8x25Z14 20.00 2.60 2.60 4.87 2 0.00 0.70 5 8x25Z12 19.67 2.60 4.87 2 0.00 0.70 RExt 8x25Z12 0.33 4.87 0 0.00 0.70 LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Page 54 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.83 -1.05 -1.33 0.01 -3.11 7.53 1.89 4.99 2 1.16 0.87 -0.75 -1.04 4.99 2.35 -1.11 10.53 1.48 3.82 3 1.10 0.81 -0.81 -1.10 3.82 1.33 -1.68 10.00 1.33 3.82 4 1.04 0.75 -0.87 -1.16 3.82 1.48 -1.11 9.47 2.35 4.99 5 1.33 1.05 -0.83 4.99 1.89 -3.11 12.14 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.05 12.17 0.09 MidS -3.11 7.97 0.39 RSup 0.33 -0.41 2 LLap 0.87 5.02 0.17 LLap 2.35 5.22 0.45 LLap 0.42 -0.08 3 LLap 0.81 3.57 0.23 MidS -1.68 4.10 0.41 LSup 0.36 -0.28 4 RLap -0.87 5.02 0.17 RLap 2.35 5.22 0.45 RLap 0.42 -0.08 5 LLap 1.05 12.17 0.09 MidS -3.11 7.97 0.39 LSup 0.33 -0.41 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.56 5.30 3.38 0.16 2 0.40 5.30 2.41 0.17 0.39 5.30 2.41 0.16 3 0.35 5.30 2.16 0.16 0.35 5.30 2.16 0.16 4 0.39 5.30 2.41 0.16 0.40 5.30 2.41 0.17 5 0.56 5.30 3.38 0.16 LOAD ID 2 - Dead+Collateral+Snow: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.61 -2.04 -2.60 0.01 -6.06 7.53 3.68 9.72 2 2.25 1.70 -1.47 -2.03 9.72 4.57 -2.16 10.53 2.89 7.44 3 2.14 1.58 -1.58 -2.14 7.44 2.59 -3.27 10.00 2.59 7.44 4 2.03 1.47 -1.70 -2.25 7.44 2.89 -2.16 9.47 4.57 9.72 5 2.60 2.04 -1.61 9.72 3.68 -6.06 12.14 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- Page 55 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -2.04 12.17 0.17 MidS -6.06 7.97 0.76 RSup 0.65 -0.80 2 LLap 1.70 5.02 0.34 LLap 4.57 5.22 0.87 LLap 0.82 -0.16 3 LLap 1.58 3.57 0.44 MidS -3.27 4.10 0.80 LSup 0.70 -0.54 4 RLap -1.70 5.02 0.34 RLap 4.57 5.22 0.87 RLap 0.82 -0.16 5 LLap 2.04 12.17 0.17 MidS -6.06 7.97 0.76 LSup 0.65 -0.80 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.08 5.30 3.38 0.32 2 0.78 5.30 2.41 0.32 0.75 5.30 2.41 0.31 3 0.67 5.30 2.16 0.31 0.67 5.30 2.16 0.31 4 0.75 5.30 2.41 0.31 0.78 5.30 2.41 0.32 5 1.08 5.30 3.38 0.32 LOAD ID 3 - Dead+Collateral+Snow+Snow_Drift: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.61 -2.04 -2.60 0.01 -6.06 7.53 3.68 9.72 2 2.25 1.70 -1.47 -2.03 9.72 4.57 -2.16 10.53 2.89 7.44 3 2.14 1.58 -1.58 -2.14 7.44 2.59 -3.27 10.00 2.59 7.44 4 2.03 1.47 -1.70 -2.25 7.44 2.89 -2.16 9.47 4.57 9.72 5 2.60 2.04 -1.61 9.72 3.68 -6.06 12.14 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -2.04 12.17 0.17 MidS -6.06 7.97 0.76 RSup 0.65 -0.80 2 LLap 1.70 5.02 0.34 LLap 4.57 5.22 0.87 LLap 0.82 -0.16 3 LLap 1.58 3.57 0.44 MidS -3.27 4.10 0.80 LSup 0.70 -0.54 4 RLap -1.70 5.02 0.34 RLap 4.57 5.22 0.87 RLap 0.82 -0.16 5 LLap 2.04 12.17 0.17 MidS -6.06 7.97 0.76 LSup 0.65 -0.80 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- Page 56 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 1 1.08 5.30 3.38 0.32 2 0.78 5.30 2.41 0.32 0.75 5.30 2.41 0.31 3 0.67 5.30 2.16 0.31 0.67 5.30 2.16 0.31 4 0.75 5.30 2.41 0.31 0.78 5.30 2.41 0.32 5 1.08 5.30 3.38 0.32 LOAD ID 4 - Dead+Collateral+Snow+Slide_Snow: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.61 -2.04 -2.60 0.01 -6.06 7.53 3.68 9.72 2 2.25 1.70 -1.47 -2.03 9.72 4.57 -2.16 10.53 2.89 7.44 3 2.14 1.58 -1.58 -2.14 7.44 2.59 -3.27 10.00 2.59 7.44 4 2.03 1.47 -1.70 -2.25 7.44 2.89 -2.16 9.47 4.57 9.72 5 2.60 2.04 -1.61 9.72 3.68 -6.06 12.14 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -2.04 12.17 0.17 MidS -6.06 7.97 0.76 RSup 0.65 -0.80 2 LLap 1.70 5.02 0.34 LLap 4.57 5.22 0.87 LLap 0.82 -0.16 3 LLap 1.58 3.57 0.44 MidS -3.27 4.10 0.80 LSup 0.70 -0.54 4 RLap -1.70 5.02 0.34 RLap 4.57 5.22 0.87 RLap 0.82 -0.16 5 LLap 2.04 12.17 0.17 MidS -6.06 7.97 0.76 LSup 0.65 -0.80 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.08 5.30 3.38 0.32 2 0.78 5.30 2.41 0.32 0.75 5.30 2.41 0.31 3 0.67 5.30 2.16 0.31 0.67 5.30 2.16 0.31 4 0.75 5.30 2.41 0.31 0.78 5.30 2.41 0.32 5 1.08 5.30 3.38 0.32 LOAD ID 5 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- Page 57 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.91 -1.16 -1.47 0.01 -3.43 7.53 2.08 5.50 2 1.28 0.96 -0.83 -1.15 5.50 2.59 -1.22 10.53 1.63 4.21 3 1.21 0.90 -0.90 -1.21 4.21 1.47 -1.85 10.00 1.47 4.21 4 1.15 0.83 -0.96 -1.28 4.21 1.63 -1.22 9.47 2.59 5.50 5 1.47 1.16 -0.91 5.50 2.08 -3.43 12.14 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.16 12.17 0.09 MidS -3.43 7.97 0.43 RSup 0.37 -0.45 2 LLap 0.96 5.02 0.19 LLap 2.59 5.22 0.50 LLap 0.47 -0.09 3 LLap 0.90 3.57 0.25 MidS -1.85 4.10 0.45 RSup 0.40 -0.31 4 RLap -0.96 5.02 0.19 RLap 2.59 5.22 0.50 RLap 0.47 -0.09 5 LLap 1.16 12.17 0.09 MidS -3.43 7.97 0.43 LSup 0.37 -0.45 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.61 5.30 3.38 0.18 2 0.44 5.30 2.41 0.18 0.43 5.30 2.41 0.18 3 0.38 5.30 2.16 0.18 0.38 5.30 2.16 0.18 4 0.43 5.30 2.41 0.18 0.44 5.30 2.41 0.18 5 0.61 5.30 3.38 0.18 LOAD ID 6 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.50 -1.90 -2.42 0.01 -5.64 7.53 3.42 9.05 2 2.10 1.58 -1.37 -1.89 9.05 4.26 -2.01 10.53 2.69 6.93 3 1.99 1.47 -1.47 -1.99 6.93 2.41 -3.04 10.00 2.41 6.93 4 1.89 1.37 -1.58 -2.10 6.93 2.69 -2.01 9.47 4.26 9.05 5 2.42 1.90 -1.50 9.05 3.42 -5.64 12.14 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -1.90 12.17 0.16 MidS -5.64 7.97 0.71 RSup 0.61 -0.74 Page 58 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 LLap 1.58 5.02 0.31 LLap 4.26 5.22 0.81 LLap 0.77 -0.15 3 LLap 1.47 3.57 0.41 MidS -3.04 4.10 0.74 LSup 0.65 -0.51 4 RLap -1.58 5.02 0.31 RLap 4.26 5.22 0.81 RLap 0.77 -0.15 5 LLap 1.90 12.17 0.16 MidS -5.64 7.97 0.71 LSup 0.61 -0.74 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.01 5.30 3.38 0.30 2 0.73 5.30 2.41 0.30 0.70 5.30 2.41 0.29 3 0.63 5.30 2.16 0.29 0.63 5.30 2.16 0.29 4 0.70 5.30 2.41 0.29 0.73 5.30 2.41 0.30 5 1.01 5.30 3.38 0.30 LOAD ID 7 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1+0.75Snow_Drift: ------------------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.50 -1.90 -2.42 0.01 -5.64 7.53 3.42 9.05 2 2.10 1.58 -1.37 -1.89 9.05 4.26 -2.01 10.53 2.69 6.93 3 1.99 1.47 -1.47 -1.99 6.93 2.41 -3.04 10.00 2.41 6.93 4 1.89 1.37 -1.58 -2.10 6.93 2.69 -2.01 9.47 4.26 9.05 5 2.42 1.90 -1.50 9.05 3.42 -5.64 12.14 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -1.90 12.17 0.16 MidS -5.64 7.97 0.71 RSup 0.61 -0.74 2 LLap 1.58 5.02 0.31 LLap 4.26 5.22 0.81 LLap 0.77 -0.15 3 LLap 1.47 3.57 0.41 MidS -3.04 4.10 0.74 LSup 0.65 -0.51 4 RLap -1.58 5.02 0.31 RLap 4.26 5.22 0.81 RLap 0.77 -0.15 5 LLap 1.90 12.17 0.16 MidS -5.64 7.97 0.71 LSup 0.61 -0.74 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.01 5.30 3.38 0.30 2 0.73 5.30 2.41 0.30 0.70 5.30 2.41 0.29 Page 59 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 3 0.63 5.30 2.16 0.29 0.63 5.30 2.16 0.29 4 0.70 5.30 2.41 0.29 0.73 5.30 2.41 0.30 5 1.01 5.30 3.38 0.30 LOAD ID 8 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1+0.75Slide_Snow: ------------------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.50 -1.90 -2.42 0.01 -5.64 7.53 3.42 9.05 2 2.10 1.58 -1.37 -1.89 9.05 4.26 -2.01 10.53 2.69 6.93 3 1.99 1.47 -1.47 -1.99 6.93 2.41 -3.04 10.00 2.41 6.93 4 1.89 1.37 -1.58 -2.10 6.93 2.69 -2.01 9.47 4.26 9.05 5 2.42 1.90 -1.50 9.05 3.42 -5.64 12.14 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -1.90 12.17 0.16 MidS -5.64 7.97 0.71 RSup 0.61 -0.74 2 LLap 1.58 5.02 0.31 LLap 4.26 5.22 0.81 LLap 0.77 -0.15 3 LLap 1.47 3.57 0.41 MidS -3.04 4.10 0.74 LSup 0.65 -0.51 4 RLap -1.58 5.02 0.31 RLap 4.26 5.22 0.81 RLap 0.77 -0.15 5 LLap 1.90 12.17 0.16 MidS -5.64 7.97 0.71 LSup 0.61 -0.74 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.01 5.30 3.38 0.30 2 0.73 5.30 2.41 0.30 0.70 5.30 2.41 0.29 3 0.63 5.30 2.16 0.29 0.63 5.30 2.16 0.29 4 0.70 5.30 2.41 0.29 0.73 5.30 2.41 0.30 5 1.01 5.30 3.38 0.30 LOAD ID 9 - 0.6Dead+0.6Wind_Suction1: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.02 0.00 0.00 0.17 0.00 1 -0.55 0.70 0.89 0.00 2.07 7.53 -1.25 -3.32 Page 60 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 -0.77 -0.58 0.50 0.69 -3.32 -1.56 0.74 10.53 -0.98 -2.54 3 -0.73 -0.54 0.54 0.73 -2.54 -0.88 1.12 10.00 -0.88 -2.54 4 -0.69 -0.50 0.58 0.77 -2.54 -0.98 0.74 9.47 -1.56 -3.32 5 -0.89 -0.70 0.55 -3.32 -1.25 2.07 12.14 0.00 RExt -0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.02 12.17 0.00 RSup 0.00 7.97 0.00 LSup 0.00 -0.02 1 RLap 0.70 12.17 0.06 MidS 2.07 7.93 0.26 RSup 0.22 0.27 2 LLap -0.58 5.02 0.12 LLap -1.56 4.85 0.32 LLap 0.28 0.05 3 LLap -0.54 3.57 0.15 MidS 1.12 4.10 0.27 LSup 0.24 0.19 4 RLap 0.58 5.02 0.12 RLap -1.56 4.85 0.32 RLap 0.28 0.05 5 LLap -0.70 12.17 0.06 MidS 2.07 7.93 0.26 LSup 0.22 0.27 RExt LSup -0.02 12.17 0.00 LSup 0.00 7.97 0.00 LSup 0.00 -0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.37 5.30 3.38 0.11 2 0.27 5.30 2.41 0.11 0.26 5.30 2.41 0.11 3 0.23 5.30 2.16 0.11 0.23 5.30 2.16 0.11 4 0.26 5.30 2.41 0.11 0.27 5.30 2.41 0.11 5 0.37 5.30 3.38 0.11 LOAD ID 10 - Dead+Collateral+MIN_SNOW: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.83 -1.05 -1.33 0.01 -3.11 7.53 1.89 4.99 2 1.16 0.87 -0.75 -1.04 4.99 2.35 -1.11 10.53 1.48 3.82 3 1.10 0.81 -0.81 -1.10 3.82 1.33 -1.68 10.00 1.33 3.82 4 1.04 0.75 -0.87 -1.16 3.82 1.48 -1.11 9.47 2.35 4.99 5 1.33 1.05 -0.83 4.99 1.89 -3.11 12.14 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.05 12.17 0.09 MidS -3.11 7.97 0.39 RSup 0.33 -0.41 2 LLap 0.87 5.02 0.17 LLap 2.35 5.22 0.45 LLap 0.42 -0.08 3 LLap 0.81 3.57 0.23 MidS -1.68 4.10 0.41 LSup 0.36 -0.28 Page 61 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 4 RLap -0.87 5.02 0.17 RLap 2.35 5.22 0.45 RLap 0.42 -0.08 5 LLap 1.05 12.17 0.09 MidS -3.11 7.97 0.39 LSup 0.33 -0.41 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.56 5.30 3.38 0.16 2 0.40 5.30 2.41 0.17 0.39 5.30 2.41 0.16 3 0.35 5.30 2.16 0.16 0.35 5.30 2.16 0.16 4 0.39 5.30 2.41 0.16 0.40 5.30 2.41 0.17 5 0.56 5.30 3.38 0.16 LOAD ID 11 - Dead+Collateral+0.45Wind_Pressure1+0.75MIN_SNOW: -------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.91 -1.16 -1.47 0.01 -3.43 7.53 2.08 5.50 2 1.28 0.96 -0.83 -1.15 5.50 2.59 -1.22 10.53 1.63 4.21 3 1.21 0.90 -0.90 -1.21 4.21 1.47 -1.85 10.00 1.47 4.21 4 1.15 0.83 -0.96 -1.28 4.21 1.63 -1.22 9.47 2.59 5.50 5 1.47 1.16 -0.91 5.50 2.08 -3.43 12.14 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.16 12.17 0.09 MidS -3.43 7.97 0.43 RSup 0.37 -0.45 2 LLap 0.96 5.02 0.19 LLap 2.59 5.22 0.50 LLap 0.47 -0.09 3 RLap -0.90 3.57 0.25 MidS -1.85 4.10 0.45 RSup 0.40 -0.31 4 RLap -0.96 5.02 0.19 RLap 2.59 5.22 0.50 RLap 0.47 -0.09 5 LLap 1.16 12.17 0.09 MidS -3.43 7.97 0.43 LSup 0.37 -0.45 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.61 5.30 3.38 0.18 2 0.44 5.30 2.41 0.18 0.43 5.30 2.41 0.18 3 0.38 5.30 2.16 0.18 0.38 5.30 2.16 0.18 4 0.43 5.30 2.41 0.18 0.44 5.30 2.41 0.18 Page 62 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 5 0.61 5.30 3.38 0.18 LOAD ID 12 - Dead+Collateral+Snow/2+PAT_SL_3: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.58 -2.08 -2.63 0.01 -5.80 7.37 4.26 10.40 2 2.39 1.83 -1.34 -1.89 10.40 4.90 -2.94 11.16 1.23 5.43 3 1.24 0.94 -0.75 -1.05 5.43 2.58 -1.31 10.84 1.15 3.50 4 1.05 0.75 -0.94 -1.24 3.50 1.14 -1.34 9.19 2.53 5.37 5 1.40 1.10 -0.85 5.37 2.11 -3.18 12.21 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -2.08 12.17 0.17 MidS -5.80 7.97 0.73 RSup 0.69 -0.73 2 LLap 1.83 5.02 0.36 LLap 4.90 5.23 0.94 LLap 0.88 -0.35 3 LLap 0.94 3.57 0.26 LLap 2.58 4.44 0.58 LLap 0.53 -0.14 4 RLap -0.94 5.02 0.19 RLap 2.53 5.23 0.48 RLap 0.45 -0.13 5 LLap 1.10 12.17 0.09 MidS -3.18 7.97 0.40 LSup 0.36 -0.41 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.16 5.30 3.38 0.34 2 0.84 5.30 2.41 0.35 0.55 5.30 2.41 0.23 3 0.49 5.30 2.16 0.23 0.32 5.30 2.16 0.15 4 0.35 5.30 2.41 0.15 0.43 5.30 2.41 0.18 5 0.60 5.30 3.38 0.18 LOAD ID 13 - Dead+Collateral+Snow/2+PAT_SL_4: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.77 -1.18 -1.48 0.01 -2.61 6.75 3.49 6.95 2 2.05 1.50 -1.67 -2.23 6.95 2.33 -2.89 9.59 3.63 8.71 3 2.29 1.73 -1.43 -1.99 8.71 3.47 -3.54 10.70 1.26 5.73 Page 63 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 4 1.20 0.90 -0.79 -1.09 5.73 2.98 -0.58 10.49 2.16 4.61 5 1.36 1.06 -0.89 4.61 1.46 -3.47 11.88 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.02 1 RLap -1.18 12.17 0.10 RSup 4.04 9.16 0.44 RSup 0.46 -0.25 2 RLap -1.67 5.02 0.33 RSup 4.59 6.02 0.76 RSup 0.79 -0.37 3 LLap 1.73 3.57 0.48 MidS -3.54 4.10 0.86 LSup 0.82 -0.61 4 LLap 0.90 5.02 0.18 LLap 2.98 5.17 0.58 LLap 0.52 0.08 5 LLap 1.06 12.17 0.09 MidS -3.47 7.97 0.44 LSup 0.31 -0.49 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.78 5.30 3.38 0.23 2 0.56 5.30 2.41 0.23 0.88 5.30 2.41 0.37 3 0.79 5.30 2.16 0.37 0.52 5.30 2.16 0.24 4 0.58 5.30 2.41 0.24 0.37 5.30 2.41 0.15 5 0.51 5.30 3.38 0.15 LOAD ID 14 - Dead+Collateral+Snow/2+PAT_SL_5: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.89 -1.06 -1.36 0.01 -3.47 7.79 1.46 4.61 2 1.09 0.79 -0.90 -1.20 4.61 2.16 -0.58 9.51 2.98 5.73 3 1.99 1.43 -1.73 -2.29 5.73 1.26 -3.54 9.30 3.47 8.71 4 2.23 1.67 -1.50 -2.05 8.71 3.63 -2.89 10.41 2.33 6.95 5 1.48 1.18 -0.77 6.95 3.49 -2.61 12.92 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.06 12.17 0.09 MidS -3.47 7.97 0.44 RSup 0.31 -0.49 2 RLap -0.90 5.02 0.18 RLap 2.98 5.17 0.58 RLap 0.52 0.08 3 RLap -1.73 3.57 0.48 MidS -3.54 4.10 0.86 RSup 0.82 -0.61 4 LLap 1.67 5.02 0.33 LSup 4.59 6.02 0.76 LSup 0.79 -0.37 5 LLap 1.18 12.17 0.10 LSup 4.04 9.16 0.44 LSup 0.46 -0.25 Page 64 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.51 5.30 3.38 0.15 2 0.37 5.30 2.41 0.15 0.58 5.30 2.41 0.24 3 0.52 5.30 2.16 0.24 0.79 5.30 2.16 0.37 4 0.88 5.30 2.41 0.37 0.56 5.30 2.41 0.23 5 0.78 5.30 3.38 0.23 LOAD ID 15 - Dead+Collateral+Snow/2+PAT_SL_6: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.85 -1.10 -1.40 0.01 -3.18 7.46 2.11 5.37 2 1.24 0.94 -0.75 -1.05 5.37 2.53 -1.34 10.81 1.14 3.50 3 1.05 0.75 -0.94 -1.24 3.50 1.15 -1.31 9.16 2.58 5.43 4 1.89 1.34 -1.83 -2.39 5.43 1.23 -2.94 8.84 4.90 10.40 5 2.63 2.08 -1.58 10.40 4.26 -5.80 12.30 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.10 12.17 0.09 MidS -3.18 7.97 0.40 RSup 0.36 -0.41 2 LLap 0.94 5.02 0.19 LLap 2.53 5.23 0.48 LLap 0.45 -0.13 3 RLap -0.94 3.57 0.26 RLap 2.58 4.44 0.58 RLap 0.53 -0.14 4 RLap -1.83 5.02 0.36 RLap 4.90 5.23 0.94 RLap 0.88 -0.35 5 LLap 2.08 12.17 0.17 MidS -5.80 7.97 0.73 LSup 0.69 -0.73 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.60 5.30 3.38 0.18 2 0.43 5.30 2.41 0.18 0.35 5.30 2.41 0.15 3 0.32 5.30 2.16 0.15 0.49 5.30 2.16 0.23 4 0.55 5.30 2.41 0.23 0.84 5.30 2.41 0.35 5 1.16 5.30 3.38 0.34 Page 65 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LOAD ID 16 - Dead+Collateral+Snow/2+PAT_SL_1: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.71 -1.94 -2.50 0.01 -6.81 7.98 2.01 7.80 2 1.38 1.08 -0.62 -0.92 7.80 4.60 -0.46 12.01 1.20 3.20 3 1.09 0.80 -0.90 -1.20 3.20 0.74 -2.02 9.54 1.51 4.24 4 1.10 0.80 -0.89 -1.19 4.24 1.76 -1.06 9.62 2.40 5.11 5 1.39 1.09 -0.87 5.11 1.89 -3.28 12.10 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.06 1 RLap -1.94 12.17 0.16 MidS -6.81 7.97 0.86 RSup 0.53 -0.99 2 LLap 1.08 5.02 0.21 LLap 4.60 5.13 0.90 LLap 0.79 0.17 3 RLap -0.90 3.57 0.25 MidS -2.02 4.10 0.49 RSup 0.40 -0.37 4 RLap -0.89 5.02 0.18 RLap 2.40 5.22 0.46 RLap 0.43 -0.06 5 LLap 1.09 12.17 0.09 MidS -3.28 7.97 0.41 LSup 0.34 -0.44 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.03 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.87 5.30 3.38 0.26 2 0.63 5.30 2.41 0.26 0.32 5.30 2.41 0.13 3 0.29 5.30 2.16 0.13 0.38 5.30 2.16 0.18 4 0.43 5.30 2.41 0.18 0.41 5.30 2.41 0.17 5 0.57 5.30 3.38 0.17 LOAD ID 17 - Dead+Collateral+Snow/2+PAT_SL_2: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.87 -1.09 -1.39 0.01 -3.28 7.57 1.89 5.11 2 1.19 0.89 -0.80 -1.10 5.11 2.40 -1.06 10.38 1.76 4.24 3 1.20 0.90 -0.80 -1.09 4.24 1.51 -2.02 10.46 0.74 3.20 4 0.92 0.62 -1.08 -1.38 3.20 1.20 -0.46 7.99 4.60 7.80 5 2.50 1.94 -1.71 7.80 2.01 -6.81 11.68 0.01 Page 66 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.03 1 RLap -1.09 12.17 0.09 MidS -3.28 7.97 0.41 RSup 0.34 -0.44 2 LLap 0.89 5.02 0.18 LLap 2.40 5.22 0.46 LLap 0.43 -0.06 3 LLap 0.90 3.57 0.25 MidS -2.02 4.10 0.49 LSup 0.40 -0.37 4 RLap -1.08 5.02 0.21 RLap 4.60 5.13 0.90 RLap 0.79 0.17 5 LLap 1.94 12.17 0.16 MidS -6.81 7.97 0.86 LSup 0.53 -0.99 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.06 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.57 5.30 3.38 0.17 2 0.41 5.30 2.41 0.17 0.43 5.30 2.41 0.18 3 0.38 5.30 2.16 0.18 0.29 5.30 2.16 0.13 4 0.32 5.30 2.41 0.13 0.63 5.30 2.41 0.26 5 0.87 5.30 3.38 0.26 LOAD ID 18 - Dead+Collateral+Snow-PAT_SL_1: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 1 0.77 -1.19 -1.49 0.01 -2.55 6.68 3.63 7.12 2 2.09 1.53 -1.64 -2.20 7.12 2.41 -3.04 9.74 3.23 8.22 3 2.19 1.64 -1.53 -2.09 8.22 3.24 -3.01 10.24 2.46 7.18 4 2.01 1.45 -1.71 -2.27 7.18 2.67 -2.25 9.39 4.61 9.81 5 2.60 2.05 -1.61 9.81 3.75 -6.02 12.16 0.01 RExt 0.07 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 12.17 0.00 RSup 0.01 9.16 0.00 LSup 0.00 0.02 1 RLap -1.19 12.17 0.10 RSup 4.14 9.16 0.45 RSup 0.47 -0.23 2 RLap -1.64 5.02 0.33 RSup 4.34 6.02 0.72 RSup 0.75 -0.42 3 LLap 1.64 3.57 0.46 LSup 3.88 5.25 0.74 LSup 0.77 -0.46 4 RLap -1.71 5.02 0.34 RLap 4.61 5.23 0.88 RLap 0.83 -0.18 5 LLap 2.05 12.17 0.17 MidS -6.02 7.97 0.76 LSup 0.66 -0.79 RExt LSup 0.07 12.17 0.01 LSup 0.01 9.16 0.00 LSup 0.00 0.05 Page 67 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 0.79 5.30 3.38 0.24 2 0.57 5.30 2.41 0.24 0.83 5.30 2.41 0.35 3 0.75 5.30 2.16 0.35 0.65 5.30 2.16 0.30 4 0.73 5.30 2.41 0.30 0.79 5.30 2.41 0.33 5 1.09 5.30 3.38 0.32 LOAD ID 19 - Dead+Collateral+Snow-PAT_SL_2: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.07 0.00 0.00 0.17 0.01 1 1.61 -2.05 -2.60 0.01 -6.02 7.51 3.75 9.81 2 2.27 1.71 -1.45 -2.01 9.81 4.61 -2.25 10.61 2.67 7.18 3 2.09 1.53 -1.64 -2.19 7.18 2.46 -3.01 9.76 3.24 8.22 4 2.20 1.64 -1.53 -2.09 8.22 3.23 -3.04 10.26 2.41 7.12 5 1.49 1.19 -0.77 7.12 3.63 -2.55 12.99 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.07 12.17 0.01 RSup 0.01 9.16 0.00 LSup 0.00 0.05 1 RLap -2.05 12.17 0.17 MidS -6.02 7.97 0.76 RSup 0.66 -0.79 2 LLap 1.71 5.02 0.34 LLap 4.61 5.23 0.88 LLap 0.83 -0.18 3 RLap -1.64 3.57 0.46 RSup 3.88 5.25 0.74 RSup 0.77 -0.46 4 LLap 1.64 5.02 0.33 LSup 4.34 6.02 0.72 LSup 0.75 -0.42 5 LLap 1.19 12.17 0.10 LSup 4.14 9.16 0.45 LSup 0.47 -0.23 RExt LSup 0.04 12.17 0.00 LSup 0.01 9.16 0.00 LSup 0.00 0.02 LAP BOLT SHEAR/BEARING: Bolt = 0.500 (GR_5 ) Bay -----Left_Lap(k )----- -----Right_Lap(k )---- Id Calc Shear Bear UC Calc Shear Bear UC ---- ----- ----- ----- ---- ----- ----- ----- ---- 1 1.09 5.30 3.38 0.32 2 0.79 5.30 2.41 0.33 0.73 5.30 2.41 0.30 3 0.65 5.30 2.16 0.30 0.75 5.30 2.16 0.35 4 0.83 5.30 2.41 0.35 0.57 5.30 2.41 0.24 5 0.79 5.30 3.38 0.24 DEFLECTION: ----------- Page 68 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LOAD ID 20 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 9.83 -0.41 1.31 0.31 2 10.00 -0.08 1.33 0.06 3 10.00 -0.28 1.33 0.21 4 10.00 -0.08 1.33 0.06 5 9.83 -0.41 1.31 0.31 RExt 0.33 0.03 LOAD ID 21 - Dead+Collateral+Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 9.83 -0.80 1.31 0.61 2 10.00 -0.16 1.33 0.12 3 10.00 -0.54 1.33 0.41 4 10.00 -0.16 1.33 0.12 5 9.83 -0.80 1.31 0.61 RExt 0.33 0.05 LOAD ID 22 - Dead+Collateral+Snow+Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 9.83 -0.80 1.31 0.61 2 10.00 -0.16 1.33 0.12 3 10.00 -0.54 1.33 0.41 4 10.00 -0.16 1.33 0.12 5 9.83 -0.80 1.31 0.61 RExt 0.33 0.05 LOAD ID 23 - Dead+Collateral+Snow+Slide_Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 9.83 -0.80 1.31 0.61 2 10.00 -0.16 1.33 0.12 3 10.00 -0.54 1.33 0.41 4 10.00 -0.16 1.33 0.12 5 9.83 -0.80 1.31 0.61 RExt 0.33 0.05 LOAD ID 24 - Dead+Collateral+0.75Live+0.38Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 Page 69 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 1 9.83 -0.43 1.57 0.27 2 10.00 -0.09 1.60 0.05 3 10.00 -0.29 1.60 0.18 4 10.00 -0.09 1.60 0.05 5 9.83 -0.43 1.57 0.27 RExt 0.33 0.03 LOAD ID 25 - Dead+Collateral+0.75Snow+0.38Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 9.83 -0.72 1.57 0.46 2 10.00 -0.14 1.60 0.09 3 10.00 -0.49 1.60 0.31 4 10.00 -0.14 1.60 0.09 5 9.83 -0.72 1.57 0.46 RExt 0.33 0.05 LOAD ID 26 - Dead+Collateral+0.75Snow+0.38Wind_Pressure1+0.75Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 9.83 -0.72 1.57 0.46 2 10.00 -0.14 1.60 0.09 3 10.00 -0.49 1.60 0.31 4 10.00 -0.14 1.60 0.09 5 9.83 -0.72 1.57 0.46 RExt 0.33 0.05 LOAD ID 27 - Dead+Collateral+0.75Snow+0.38Wind_Pressure1+0.75Slide_Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.05 1 9.83 -0.72 1.57 0.46 2 10.00 -0.14 1.60 0.09 3 10.00 -0.49 1.60 0.31 4 10.00 -0.14 1.60 0.09 5 9.83 -0.72 1.57 0.46 RExt 0.33 0.05 LOAD ID 28 - 0.6Dead+0.51Wind_Suction1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.01 1 9.83 0.23 1.57 0.14 2 10.00 0.05 1.60 0.03 3 10.00 0.16 1.60 0.10 4 10.00 0.05 1.60 0.03 5 9.83 0.23 1.57 0.14 RExt 0.33 -0.01 Page 70 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LOAD ID 29 - Dead+Collateral+MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 9.83 -0.41 1.31 0.31 2 10.00 -0.08 1.33 0.06 3 10.00 -0.28 1.33 0.21 4 10.00 -0.08 1.33 0.06 5 9.83 -0.41 1.31 0.31 RExt 0.33 0.03 LOAD ID 30 - Dead+Collateral+0.38Wind_Pressure1+0.75MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.03 1 9.83 -0.43 1.57 0.27 2 10.00 -0.09 1.60 0.05 3 10.00 -0.29 1.60 0.18 4 10.00 -0.09 1.60 0.05 5 9.83 -0.43 1.57 0.27 RExt 0.33 0.03 ================================================================================ 02510020 In-Plane Roof Force 12/ 6/21 8:51am ================================================================================ Win (k )= Design load in the plane of the purlin web Wout(k )= Design load in the plane of the purlin flange Pl (k )= Force in plane of roof per anti-roll clip PURLIN ROLL FORCES: Surf Line Load --Roof_Load-- Id Id Id Win Wout Pl ---- ---- ---- ------ ------ ------ 2 1 19 11.33 1.89 -0.72 2 2 2 22.10 3.68 -1.68 2 3 2 22.29 3.71 -1.40 2 4 2 22.29 3.71 -1.40 2 5 2 22.10 3.68 -1.68 2 6 2 11.33 1.89 -0.72 STANDARD CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- 2 RF 5 Direct bolt 0.00 REQUIRED ANTI-ROLL CONNECTION: Surf Line Roll Force/Connection Stiff Deflection Id Id No. Attachment Id Thick Calc Limit UC Calc Calc Limit ---- ---- --- ------------- ------ ----- ----- ----- ---- ----- ----- ----- 2 RF 1 Gusset clip @002 0.188 -1.68 3.39 0.49 10.53 0.14 0.20 Page 71 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 PURLIN ANTI ROLL LOCATION: Surf Line No. Id Id Purlin Purlin Location ---- ---- ------ ------------------------- 2 RF 1 5 PANEL SHEAR/DIAPHRAGM: Surf Line Panel_Shear -Deflection- Id Id Calc Limit Calc Limit ---- ---- ----- ----- ----- ----- 2 RF 33.1 100.0 0.20 0.67 ================================================================================ 02510020 Roof Panel Design 12/ 6/21 8:51am ================================================================================ PANEL LAYOUT: ------------- Surf Surface No. Max ---Stiffness--- Id Part Type Gage Yield Length Purlin Space Rotation Shear ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ 2 26 PBR PR 26.00 60.0 25.34 5 4.869 0.00 1.20 PANEL STRENGTH: --------------- --------Support-------- ---------Midspan-------- Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- 2 Left 1 4.9 54.0 160.4 0.34 1.9 -39.8 132.4 0.30 2 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 3 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 4 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 5 4.9 59.9 160.4 0.37 1.9 -44.1 132.4 0.33 6 4.9 100.1 160.4 0.62 1.9 -73.7 132.4 0.56 7 4.9 -37.6 132.4 0.28 1.9 27.7 160.4 0.17 8 4.9 54.0 160.4 0.34 1.9 -39.8 132.4 0.30 9 4.9 59.9 160.4 0.37 1.9 -44.1 132.4 0.33 2 Center 1 4.9 54.0 160.4 0.34 1.9 -39.8 132.4 0.30 2 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 3 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 4 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 5 4.9 62.9 160.4 0.39 1.8 -45.3 132.4 0.34 6 4.9 103.0 160.4 0.64 1.9 -74.9 132.4 0.57 7 4.9 -44.7 132.4 0.34 1.7 29.9 160.4 0.19 8 4.9 54.0 160.4 0.34 1.9 -39.8 132.4 0.30 9 4.9 62.9 160.4 0.39 1.8 -45.3 132.4 0.34 2 Right 1 4.9 54.0 160.4 0.34 1.9 -39.8 132.4 0.30 2 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 3 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 4 4.9 107.6 160.4 0.67 1.9 -79.3 132.4 0.60 Page 72 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 5 4.9 59.9 160.4 0.37 1.9 -44.1 132.4 0.33 6 4.9 100.1 160.4 0.62 1.9 -73.7 132.4 0.56 7 4.9 -37.6 132.4 0.28 1.9 27.7 160.4 0.17 8 4.9 54.0 160.4 0.34 1.9 -39.8 132.4 0.30 9 4.9 59.9 160.4 0.37 1.9 -44.1 132.4 0.33 PANEL DEFLECTION: ----------------- Surf Load -----Deflection(in)----- Id Area Id Offset Calc Limit Ratio ---- -------- ---- ------ ----- ----- ----- 2 Left 10 2.4 -0.10 0.97 0.10 11 2.4 -0.20 0.97 0.21 12 2.4 -0.20 0.97 0.21 13 2.4 -0.20 0.97 0.21 14 2.4 -0.08 0.97 0.08 15 2.4 0.13 0.97 0.14 16 2.4 -0.10 0.97 0.10 2 Center 10 2.4 -0.10 0.97 0.10 11 2.4 -0.20 0.97 0.21 12 2.4 -0.20 0.97 0.21 13 2.4 -0.20 0.97 0.21 14 2.4 -0.08 0.97 0.09 15 2.4 0.14 0.97 0.15 16 2.4 -0.10 0.97 0.10 2 Right 10 2.4 -0.10 0.97 0.10 11 2.4 -0.20 0.97 0.21 12 2.4 -0.20 0.97 0.21 13 2.4 -0.20 0.97 0.21 14 2.4 -0.08 0.97 0.08 15 2.4 0.13 0.97 0.14 16 2.4 -0.10 0.97 0.10 LOAD COMBINATION: ----------------- Load Id Description ---- ----------- 1 Dead+Live 2 Dead+Snow 3 Dead+Snow+Snow_Drift 4 Dead+Snow+Slide_Snow 5 Dead+0.75Live+0.45Wind_Pressure1 6 Dead+0.75Snow+0.45Wind_Pressure1 7 0.6Dead+0.6Wind_Suction1 8 Dead+MIN_SNOW 9 Dead+0.45Wind_Pressure1+0.75MIN_SNOW 10 Live 11 Snow 12 Snow+Snow_Drift 13 Snow+Slide_Snow 14 Wind_Pressure1 15 Wind_Suction1 16 MIN_SNOW Page 73 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ 02510020 Attachment Loads 12/ 6/21 8:51am ================================================================================ ROOF LOADS: ----------- EW Attach -------------Wind------------- ----------Seismic(a)---------- Id Locate Wall1 Wall2 Roof React Wall1 Wall2 Roof React -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 1 0.00 0.93 0.67 0.00 0.00 0.024 0.024 2.09 0.00 1 25.00 1.05 0.76 0.00 3.41 0.027 0.027 2.13 4.32 -- ------ ------ ------ ------ ------ ------ ------ ------ ------ 3 0.00 0.93 0.67 0.00 0.00 0.024 0.024 2.09 0.00 3 25.00 1.05 0.76 0.00 3.41 0.027 0.027 2.13 4.32 ROOF SHEAR: ----------- EW Attach_Locate Id Start End Wind Seismic(a) -- ------ ------ ------- ---------- 1 0.00 25.00 -1.60 -2.13 -- ------ ------ ------- ---------- 3 0.00 25.00 -1.60 -2.13 (a)Seismic results based on base shear values LOAD COMBINATIONS: ------------------ Max Wind Coeff = 0.600 Max Seismic Coeff = 0.700 SEISMIC LOAD: ------------- Seismic Coeff= 0.147 Roof Dead= 5.150 Roof Snow= 8.400 Roof Total= 13.550 Left EW Dead= 2.000 Front SW Dead= 2.000 Right EW Dead= 2.000 Back SW Dead= 2.000 ================================================================================ 02510020 Roof Diagonal Bracing 12/ 6/21 8:51am ================================================================================ PANEL SHEAR: ------------ Wind Seismic Length Calc Calc Limit ------ ------ ------- ------ 100.00 9.6 22.4 0.0 DIAGONAL BRACING: Page 74 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ----------------- Brace_Tension(k ) Bay Brace_Locate ------Diag_Brace----- ----Wind---- ---Seismic-- Max Id Start End Type Size Part Calc Limit Calc Limit UC KL/R --- ------- ------- ---- ------ -------- ----- ----- ----- ----- ---- ---- 2 0.00 25.00 C 0.250 1/4EHS 0.77 3.32 1.57 3.32 0.47 4 0.00 25.00 C 0.250 1/4EHS 0.77 3.32 1.57 3.32 0.47 TORSIONAL BRACING MOMENT: ------------------------ Wind = 24.00 Seismic = 48.56 ================================================================================ 02510020 Sidewall Diagonal Bracing 12/ 6/21 8:51am ================================================================================ PANEL SHEAR: ------------ Wall Base Wind Seismic Id Length Calc Calc Limit ---- ------ ----- ------- ----- 2 100.0 0.0 0.0 100.0 4 100.0 0.0 0.0 100.0 LOAD COMBINATIONS: ------------------ 1(Wind ) - Dead+Collateral+Snow+0.6Wind_Long1 9(Seismic) - 1.05Dead+1.05Collateral+0.7Seismic_Long ================================================================================ 02510020 Purlin Strut, Longitudinal Load 12/ 6/21 8:51am ================================================================================ Surf Brace Purl Bay Purlin Load -Axial(k )- Moment(f-k ) -Axl+Mom- Max Max Unbrace Id Locate Id Id Part Id Calc Limit Calc Limit Loc UC UC KL/R Minor ---- ------ ---- --- -------- ---- ----- ----- ----- ----- ---- ---- ---- ---- ------- 2 24.0 5 1 8x25Z12 1 0.63 22.87 -2.75 7.97 MidS 0.37 0.37 76 0.1 ( 25.0) 2 1.59 22.87 -2.75 7.97 MidS 0.41 0.41 76 0.1 3 0.63 22.87 -2.75 7.97 MidS 0.37 0.37 76 0.1 4 1.59 22.87 -2.75 7.97 MidS 0.41 0.41 76 0.1 5 0.63 22.87 -2.75 7.97 MidS 0.37 0.37 76 0.1 6 1.59 22.87 -2.75 7.97 MidS 0.41 0.41 76 0.1 Page 75 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 7 0.63 22.87 0.79 7.93 MidS 0.13 0.13 76 0.1 8 1.59 22.87 0.79 7.93 MidS 0.17 0.17 76 0.1 9 3.91 22.87 -0.27 7.97 MidS 0.20 0.20 76 0.1 10 2.90 22.87 -1.48 7.97 MidS 0.31 0.31 76 0.1 11 2.90 22.87 -2.81 7.97 MidS 0.48 0.48 76 0.1 12 2.90 22.87 -2.81 7.97 MidS 0.48 0.48 76 0.1 13 2.90 22.87 -2.81 7.97 MidS 0.48 0.48 76 0.1 14 3.91 22.87 -0.10 7.97 MidS 0.18 0.18 76 0.1 2 24.0 5 2 8x25Z14 1 1.11 13.95 2.08 5.22 LLap 0.48 0.48 77 0.1 ( 25.0) 2 1.59 13.95 2.08 5.22 LLap 0.51 0.51 77 0.1 3 1.11 13.95 2.08 5.22 LLap 0.48 0.48 77 0.1 4 1.59 13.95 2.08 5.22 LLap 0.51 0.51 77 0.1 5 1.11 13.95 2.08 5.22 LLap 0.48 0.48 77 0.1 6 1.59 13.95 2.08 5.22 LLap 0.51 0.51 77 0.1 7 1.11 13.95 -0.60 4.85 LLap 0.20 0.20 77 0.1 8 1.59 13.95 -0.60 4.85 LLap 0.24 0.24 77 0.1 9 3.52 13.95 0.20 5.22 LLap 0.29 0.29 77 0.1 10 2.62 13.95 1.12 5.22 LLap 0.40 0.40 77 0.1 11 2.62 13.95 2.12 5.22 LLap 0.59 0.59 77 0.1 12 2.62 13.95 2.12 5.22 LLap 0.59 0.59 77 0.1 13 2.62 13.95 2.12 5.22 LLap 0.59 0.59 77 0.1 14 3.52 13.95 0.07 4.85 LLap 0.27 0.27 77 0.1 2 24.0 5 3 8x25Z15 1 1.11 11.77 -1.48 4.10 MidS 0.46 0.46 77 0.1 ( 25.0) 2 1.11 11.77 -1.48 4.10 MidS 0.46 0.46 77 0.1 3 1.11 11.77 -1.48 4.10 MidS 0.46 0.46 77 0.1 4 1.11 11.77 -1.48 4.10 MidS 0.46 0.46 77 0.1 5 1.11 11.77 -1.48 4.10 MidS 0.46 0.46 77 0.1 Page 76 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 6 1.11 11.77 -1.48 4.10 MidS 0.46 0.46 77 0.1 7 1.11 11.77 0.43 4.10 MidS 0.20 0.20 77 0.1 8 1.11 11.77 0.43 4.10 MidS 0.20 0.20 77 0.1 9 2.16 11.77 -0.15 4.10 MidS 0.22 0.22 77 0.1 10 1.61 11.77 -0.80 4.10 MidS 0.33 0.33 77 0.1 11 1.61 11.77 -1.52 4.10 MidS 0.51 0.51 77 0.1 12 1.61 11.77 -1.52 4.10 MidS 0.51 0.51 77 0.1 13 1.61 11.77 -1.52 4.10 MidS 0.51 0.51 77 0.1 14 2.16 11.77 -0.05 4.10 MidS 0.20 0.20 77 0.1 2 24.0 5 4 8x25Z14 1 1.59 13.95 2.08 5.22 RLap 0.51 0.51 77 0.1 ( 25.0) 2 1.11 13.95 2.08 5.22 RLap 0.48 0.48 77 0.1 3 1.59 13.95 2.08 5.22 RLap 0.51 0.51 77 0.1 4 1.11 13.95 2.08 5.22 RLap 0.48 0.48 77 0.1 5 1.59 13.95 2.08 5.22 RLap 0.51 0.51 77 0.1 6 1.11 13.95 2.08 5.22 RLap 0.48 0.48 77 0.1 7 1.59 13.95 -0.60 4.85 RLap 0.24 0.24 77 0.1 8 1.11 13.95 -0.60 4.85 RLap 0.20 0.20 77 0.1 9 3.52 13.95 0.20 5.22 RLap 0.29 0.29 77 0.1 10 2.62 13.95 1.12 5.22 RLap 0.40 0.40 77 0.1 11 2.62 13.95 2.12 5.22 RLap 0.59 0.59 77 0.1 12 2.62 13.95 2.12 5.22 RLap 0.59 0.59 77 0.1 13 2.62 13.95 2.12 5.22 RLap 0.59 0.59 77 0.1 14 3.52 13.95 0.07 4.85 RLap 0.27 0.27 77 0.1 2 24.0 5 5 8x25Z12 1 1.59 22.87 -2.75 7.97 MidS 0.41 0.41 76 0.1 ( 25.0) 2 0.63 22.87 -2.75 7.97 MidS 0.37 0.37 76 0.1 3 1.59 22.87 -2.75 7.97 MidS 0.41 0.41 76 0.1 4 0.63 22.87 -2.75 7.97 MidS 0.37 0.37 76 0.1 Page 77 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 5 1.59 22.87 -2.75 7.97 MidS 0.41 0.41 76 0.1 6 0.63 22.87 -2.75 7.97 MidS 0.37 0.37 76 0.1 7 1.59 22.87 0.79 7.93 MidS 0.17 0.17 76 0.1 8 0.63 22.87 0.79 7.93 MidS 0.13 0.13 76 0.1 9 3.91 22.87 -0.27 7.97 MidS 0.20 0.20 76 0.1 10 2.90 22.87 -1.48 7.97 MidS 0.31 0.31 76 0.1 11 2.90 22.87 -2.81 7.97 MidS 0.48 0.48 76 0.1 12 2.90 22.87 -2.81 7.97 MidS 0.48 0.48 76 0.1 13 2.90 22.87 -2.81 7.97 MidS 0.48 0.48 76 0.1 14 3.91 22.87 -0.10 7.97 MidS 0.18 0.18 76 0.1 ================================================================================ 02510020 Eave Strut, Longitudinal Load(Wall 4) 12/ 6/21 8:51am ================================================================================ Wall Bay Eave Load ----Axial(k )---- --Moment(f-k )-- Axl+Mom Max Id Id Part Id Calc Limit UC Calc Limit UC UC KL/r ---- --- ----------- ---- ----- ----- ---- ----- ----- ---- ------- ---- 4 5 82x5E24 1 0.56 14.40 0.04 -3.83 5.76 0.67 0.70 70 2 -0.40 44.30 0.01 -3.83 5.76 0.67 0.66 70 3 0.56 14.40 0.04 -3.83 5.76 0.67 0.70 70 4 -0.40 44.30 0.01 -3.83 5.76 0.67 0.66 70 5 0.56 14.40 0.04 -3.83 5.76 0.67 0.70 70 6 -0.40 44.30 0.01 -3.83 5.76 0.67 0.66 70 7 0.56 14.40 0.04 1.10 5.79 0.19 0.23 70 8 -0.40 44.30 0.01 1.10 5.79 0.19 0.18 70 9 0.31 14.40 0.02 -0.38 5.76 0.07 0.09 70 10 0.23 14.40 0.02 -2.06 5.76 0.36 0.37 70 11 0.23 14.40 0.02 -3.92 5.76 0.68 0.70 70 12 0.23 14.40 0.02 -3.92 5.76 0.68 0.70 70 13 0.23 14.40 0.02 -3.92 5.76 0.68 0.70 70 14 0.31 14.40 0.02 -0.13 5.76 0.02 0.04 70 4 4 82x5E24 1 0.56 14.34 0.04 -3.90 5.76 0.68 0.72 70 2 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 3 0.56 14.34 0.04 -3.90 5.76 0.68 0.72 70 4 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 5 0.56 14.34 0.04 -3.90 5.76 0.68 0.72 70 6 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 7 0.56 14.34 0.04 1.12 5.76 0.20 0.23 70 8 0.08 14.34 0.01 1.12 5.76 0.20 0.20 70 9 0.60 14.34 0.04 -0.38 5.76 0.07 0.11 70 10 0.45 14.34 0.03 -2.10 5.76 0.36 0.40 70 11 0.45 14.34 0.03 -3.99 5.76 0.69 0.72 70 12 0.45 14.34 0.03 -3.99 5.76 0.69 0.72 70 13 0.45 14.34 0.03 -3.99 5.76 0.69 0.72 70 Page 78 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 14 0.60 14.34 0.04 -0.14 5.76 0.02 0.07 70 4 3 82x5E24 1 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 2 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 3 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 4 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 5 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 6 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 7 0.08 14.34 0.01 1.12 5.76 0.20 0.20 70 8 0.08 14.34 0.01 1.12 5.76 0.20 0.20 70 9 0.15 14.34 0.01 -0.38 5.76 0.07 0.08 70 10 0.11 14.34 0.01 -2.10 5.76 0.36 0.37 70 11 0.11 14.34 0.01 -3.99 5.76 0.69 0.70 70 12 0.11 14.34 0.01 -3.99 5.76 0.69 0.70 70 13 0.11 14.34 0.01 -3.99 5.76 0.69 0.70 70 14 0.15 14.34 0.01 -0.14 5.76 0.02 0.03 70 4 2 82x5E24 1 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 2 0.56 14.34 0.04 -3.90 5.76 0.68 0.72 70 3 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 4 0.56 14.34 0.04 -3.90 5.76 0.68 0.72 70 5 0.08 14.34 0.01 -3.90 5.76 0.68 0.68 70 6 0.56 14.34 0.04 -3.90 5.76 0.68 0.72 70 7 0.08 14.34 0.01 1.12 5.76 0.20 0.20 70 8 0.56 14.34 0.04 1.12 5.76 0.20 0.23 70 9 0.60 14.34 0.04 -0.38 5.76 0.07 0.11 70 10 0.45 14.34 0.03 -2.10 5.76 0.36 0.40 70 11 0.45 14.34 0.03 -3.99 5.76 0.69 0.72 70 12 0.45 14.34 0.03 -3.99 5.76 0.69 0.72 70 13 0.45 14.34 0.03 -3.99 5.76 0.69 0.72 70 14 0.60 14.34 0.04 -0.14 5.76 0.02 0.07 70 4 1 82x5E24 1 -0.40 44.30 0.01 -3.83 5.76 0.67 0.66 70 2 0.56 14.40 0.04 -3.83 5.76 0.67 0.70 70 3 -0.40 44.30 0.01 -3.83 5.76 0.67 0.66 70 4 0.56 14.40 0.04 -3.83 5.76 0.67 0.70 70 5 -0.40 44.30 0.01 -3.83 5.76 0.67 0.66 70 6 0.56 14.40 0.04 -3.83 5.76 0.67 0.70 70 7 -0.40 44.30 0.01 1.10 5.79 0.19 0.18 70 8 0.56 14.40 0.04 1.10 5.79 0.19 0.23 70 9 0.31 14.40 0.02 -0.38 5.76 0.07 0.09 70 10 0.23 14.40 0.02 -2.06 5.76 0.36 0.37 70 11 0.23 14.40 0.02 -3.92 5.76 0.68 0.70 70 12 0.23 14.40 0.02 -3.92 5.76 0.68 0.70 70 13 0.23 14.40 0.02 -3.92 5.76 0.68 0.70 70 14 0.31 14.40 0.02 -0.13 5.76 0.02 0.04 70 ================================================================================ 02510020 Eave(Wall 4) 12/ 6/21 8:51am ================================================================================ ------------------------------ EAVE STRUT Wall Id = 4 ------------------------------ LAYOUT: ------- Available Page 79 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Design Reduction Bay Length --Lap(ft)-- Load No. No. Unit Total Factor Id Part (ft) Left Right Width Strap Row Weight Weight Out In ---- -------- ------ ---- ----- ----- ----- --- ------ ------ ---- ---- LExt 82x5E24 0.33 2.43 0 1 1.5 1.5 0.00 0.65 5 82x5E24 19.50 2.43 2 1 89.3 89.3 0.00 0.65 4 82x5E24 19.67 2.43 2 1 90.1 90.1 0.00 0.65 3 82x5E24 19.67 2.43 2 1 90.1 90.1 0.00 0.65 2 82x5E24 19.67 2.43 2 1 90.1 90.1 0.00 0.65 1 82x5E24 19.50 2.43 2 1 89.3 89.3 0.00 0.65 RExt 82x5E24 0.33 2.43 0 1 1.5 1.5 0.00 0.65 ------ Total(lb)= 451.9 Purlin DL= 1.88 (psf ) LOAD ID 1 - Dead+Collateral+Live: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.54 -0.54 0.00 -2.61 9.75 0.00 4 0.54 -0.54 0.00 -2.66 9.83 0.00 3 0.54 -0.54 0.00 -2.66 9.83 0.00 2 0.54 -0.54 0.00 -2.66 9.83 0.00 1 0.54 -0.54 0.00 -2.61 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.54 4.94 0.11 MidS -2.61 5.76 0.45 LSup 0.00 -0.41 4 LSup 0.54 4.94 0.11 MidS -2.66 5.76 0.46 LSup 0.00 -0.43 3 LSup 0.54 4.94 0.11 MidS -2.66 5.76 0.46 LSup 0.00 -0.43 2 RSup -0.54 4.94 0.11 MidS -2.66 5.76 0.46 LSup 0.00 -0.43 1 RSup -0.54 4.94 0.11 MidS -2.61 5.76 0.45 LSup 0.00 -0.41 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 2 - Dead+Collateral+Snow: ----------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 5 1.04 -1.04 0.01 -5.09 9.75 0.00 Page 80 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 1.04 -1.04 0.00 -5.09 9.75 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 RExt LSup 0.04 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 3 - Dead+Collateral+Snow+Snow_Drift: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 5 1.04 -1.04 0.01 -5.09 9.75 0.00 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 1.04 -1.04 0.00 -5.09 9.75 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 RExt LSup 0.04 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 4 - Dead+Collateral+Snow+Slide_Snow: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- Page 81 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LExt 0.00 -0.04 0.00 0.00 0.17 0.01 5 1.04 -1.04 0.01 -5.09 9.75 0.00 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 1.04 -1.04 0.00 -5.09 9.75 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 RExt LSup 0.04 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 5 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.59 -0.59 0.00 -2.88 9.75 0.00 4 0.60 -0.60 0.00 -2.93 9.83 0.00 3 0.60 -0.60 0.00 -2.93 9.83 0.00 2 0.60 -0.60 0.00 -2.93 9.83 0.00 1 0.59 -0.59 0.00 -2.88 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.59 4.94 0.12 MidS -2.88 5.76 0.50 LSup 0.00 -0.46 4 LSup 0.60 4.94 0.12 MidS -2.93 5.76 0.51 LSup 0.00 -0.47 3 LSup 0.60 4.94 0.12 MidS -2.93 5.76 0.51 LSup 0.00 -0.47 2 LSup 0.60 4.94 0.12 MidS -2.93 5.76 0.51 LSup 0.00 -0.47 1 RSup -0.59 4.94 0.12 MidS -2.88 5.76 0.50 LSup 0.00 -0.46 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 6 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1: ---------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Page 82 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.17 0.01 5 0.97 -0.97 0.01 -4.74 9.75 0.00 4 0.98 -0.98 0.00 -4.82 9.83 0.00 3 0.98 -0.98 0.00 -4.82 9.83 0.00 2 0.98 -0.98 0.00 -4.82 9.83 0.00 1 0.97 -0.97 0.00 -4.74 9.75 0.01 RExt 0.03 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 0.97 4.94 0.20 MidS -4.74 5.76 0.82 LSup 0.00 -0.75 4 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 3 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 2 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 1 RSup -0.97 4.94 0.20 MidS -4.74 5.76 0.82 LSup 0.00 -0.75 RExt LSup 0.03 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 7 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1+0.75Snow_Drift: ------------------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.17 0.01 5 0.97 -0.97 0.01 -4.74 9.75 0.00 4 0.98 -0.98 0.00 -4.82 9.83 0.00 3 0.98 -0.98 0.00 -4.82 9.83 0.00 2 0.98 -0.98 0.00 -4.82 9.83 0.00 1 0.97 -0.97 0.00 -4.74 9.75 0.01 RExt 0.03 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 0.97 4.94 0.20 MidS -4.74 5.76 0.82 LSup 0.00 -0.75 4 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 3 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 2 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 1 RSup -0.97 4.94 0.20 MidS -4.74 5.76 0.82 LSup 0.00 -0.75 RExt LSup 0.03 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 8 - Dead+Collateral+0.75Snow+0.45Wind_Pressure1+0.75Slide_Snow: ------------------------------------------------------------------------- REACTIONS: Page 83 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.03 0.00 0.00 0.17 0.01 5 0.97 -0.97 0.01 -4.74 9.75 0.00 4 0.98 -0.98 0.00 -4.82 9.83 0.00 3 0.98 -0.98 0.00 -4.82 9.83 0.00 2 0.98 -0.98 0.00 -4.82 9.83 0.00 1 0.97 -0.97 0.00 -4.74 9.75 0.01 RExt 0.03 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.03 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 0.97 4.94 0.20 MidS -4.74 5.76 0.82 LSup 0.00 -0.75 4 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 3 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 2 LSup 0.98 4.94 0.20 MidS -4.82 5.76 0.84 LSup 0.00 -0.78 1 RSup -0.97 4.94 0.20 MidS -4.74 5.76 0.82 LSup 0.00 -0.75 RExt LSup 0.03 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 9 - 0.6Dead+0.6Wind_Suction1: --------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 0.01 0.00 0.00 0.17 0.00 5 -0.36 0.36 0.00 1.74 9.75 0.00 4 -0.36 0.36 0.00 1.77 9.83 0.00 3 -0.36 0.36 0.00 1.77 9.83 0.00 2 -0.36 0.36 0.00 1.77 9.83 0.00 1 -0.36 0.36 0.00 1.74 9.75 0.00 RExt -0.01 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup 0.01 4.94 0.00 RSup 0.00 5.76 0.00 LSup 0.00 -0.02 5 LSup -0.36 4.94 0.07 MidS 1.74 5.79 0.30 LSup 0.00 0.27 4 LSup -0.36 4.94 0.07 MidS 1.77 5.76 0.31 LSup 0.00 0.28 3 LSup -0.36 4.94 0.07 MidS 1.77 5.76 0.31 LSup 0.00 0.28 2 LSup -0.36 4.94 0.07 MidS 1.77 5.76 0.31 LSup 0.00 0.28 1 RSup 0.36 4.94 0.07 MidS 1.74 5.79 0.30 LSup 0.00 0.27 RExt LSup -0.01 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 -0.02 LOAD ID 10 - Dead+Collateral+MIN_SNOW: --------------------------------------- Page 84 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.54 -0.54 0.00 -2.61 9.75 0.00 4 0.54 -0.54 0.00 -2.66 9.83 0.00 3 0.54 -0.54 0.00 -2.66 9.83 0.00 2 0.54 -0.54 0.00 -2.66 9.83 0.00 1 0.54 -0.54 0.00 -2.61 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.54 4.94 0.11 MidS -2.61 5.76 0.45 LSup 0.00 -0.41 4 LSup 0.54 4.94 0.11 MidS -2.66 5.76 0.46 LSup 0.00 -0.43 3 LSup 0.54 4.94 0.11 MidS -2.66 5.76 0.46 LSup 0.00 -0.43 2 RSup -0.54 4.94 0.11 MidS -2.66 5.76 0.46 LSup 0.00 -0.43 1 RSup -0.54 4.94 0.11 MidS -2.61 5.76 0.45 LSup 0.00 -0.41 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 11 - Dead+Collateral+0.45Wind_Pressure1+0.75MIN_SNOW: -------------------------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.59 -0.59 0.00 -2.88 9.75 0.00 4 0.60 -0.60 0.00 -2.93 9.83 0.00 3 0.60 -0.60 0.00 -2.93 9.83 0.00 2 0.60 -0.60 0.00 -2.93 9.83 0.00 1 0.59 -0.59 0.00 -2.88 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.59 4.94 0.12 MidS -2.88 5.76 0.50 LSup 0.00 -0.46 4 LSup 0.60 4.94 0.12 MidS -2.93 5.76 0.51 LSup 0.00 -0.47 3 LSup 0.60 4.94 0.12 MidS -2.93 5.76 0.51 LSup 0.00 -0.47 2 LSup 0.60 4.94 0.12 MidS -2.93 5.76 0.51 LSup 0.00 -0.47 1 RSup -0.59 4.94 0.12 MidS -2.88 5.76 0.50 LSup 0.00 -0.46 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 Page 85 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LOAD ID 12 - Dead+Collateral+Snow/2+PAT_SL_3: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 5 1.04 -1.04 0.01 -5.09 9.75 0.00 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 0.56 -0.56 0.00 -2.77 9.83 0.00 2 0.56 -0.56 0.00 -2.77 9.83 0.00 1 0.56 -0.56 0.00 -2.72 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 2 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 1 RSup -0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 13 - Dead+Collateral+Snow/2+PAT_SL_4: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.56 -0.56 0.00 -2.72 9.75 0.00 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 0.56 -0.56 0.00 -2.77 9.83 0.00 1 0.56 -0.56 0.00 -2.72 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 1 RSup -0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 Page 86 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 14 - Dead+Collateral+Snow/2+PAT_SL_5: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.56 -0.56 0.00 -2.72 9.75 0.00 4 0.56 -0.56 0.00 -2.77 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 0.56 -0.56 0.00 -2.72 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 4 LSup 0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 RSup -1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 15 - Dead+Collateral+Snow/2+PAT_SL_6: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.56 -0.56 0.00 -2.72 9.75 0.00 4 0.56 -0.56 0.00 -2.77 9.83 0.00 3 0.56 -0.56 0.00 -2.77 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 1.04 -1.04 0.00 -5.09 9.75 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 4 LSup 0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 3 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 Page 87 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 RSup -1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 RExt LSup 0.04 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 16 - Dead+Collateral+Snow/2+PAT_SL_1: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 5 1.04 -1.04 0.01 -5.09 9.75 0.00 4 0.56 -0.56 0.00 -2.77 9.83 0.00 3 0.56 -0.56 0.00 -2.77 9.83 0.00 2 0.56 -0.56 0.00 -2.77 9.83 0.00 1 0.56 -0.56 0.00 -2.72 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.04 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 4 LSup 0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 3 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 2 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 1 RSup -0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 LOAD ID 17 - Dead+Collateral+Snow/2+PAT_SL_2: ---------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.56 -0.56 0.00 -2.72 9.75 0.00 4 0.56 -0.56 0.00 -2.77 9.83 0.00 3 0.56 -0.56 0.00 -2.77 9.83 0.00 2 0.56 -0.56 0.00 -2.77 9.83 0.00 1 1.04 -1.04 0.00 -5.09 9.75 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 Page 88 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 4 LSup 0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 3 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 2 RSup -0.56 4.94 0.11 MidS -2.77 5.76 0.48 LSup 0.00 -0.45 1 RSup -1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 RExt LSup 0.04 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 18 - Dead+Collateral+Snow-PAT_SL_1: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.02 0.00 0.00 0.17 0.00 5 0.56 -0.56 0.00 -2.72 9.75 0.00 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 1.04 -1.04 0.00 -5.09 9.75 0.01 RExt 0.04 0.00 0.01 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- LExt RSup -0.02 4.94 0.00 RSup 0.00 6.22 0.00 LSup 0.00 0.02 5 LSup 0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 RExt LSup 0.04 4.94 0.01 LSup 0.01 6.22 0.00 LSup 0.00 0.04 LOAD ID 19 - Dead+Collateral+Snow-PAT_SL_2: -------------------------------------------- REACTIONS: ---------Shear(k )-------- --------------Moment(f-k )-------------- Bay Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- LExt 0.00 -0.04 0.00 0.00 0.17 0.01 5 1.04 -1.04 0.01 -5.09 9.75 0.00 4 1.05 -1.05 0.00 -5.18 9.83 0.00 3 1.05 -1.05 0.00 -5.18 9.83 0.00 2 1.05 -1.05 0.00 -5.18 9.83 0.00 1 0.56 -0.56 0.00 -2.72 9.75 0.00 RExt 0.02 0.00 0.00 0.00 0.17 0.00 STRENGTH/DEFLECTION: Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit ---- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- Page 89 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 LExt RSup -0.04 4.94 0.01 RSup 0.01 6.22 0.00 LSup 0.00 0.04 5 LSup 1.04 4.94 0.21 MidS -5.09 5.76 0.88 LSup 0.00 -0.80 4 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 3 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 2 LSup 1.05 4.94 0.21 MidS -5.18 5.76 0.90 LSup 0.00 -0.83 1 RSup -0.56 4.94 0.11 MidS -2.72 5.76 0.47 LSup 0.00 -0.43 RExt LSup 0.02 4.94 0.00 LSup 0.00 6.22 0.00 LSup 0.00 0.02 DEFLECTION: ----------- LOAD ID 20 - Dead+Collateral+Live: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 5 9.75 -0.41 1.30 0.32 4 9.83 -0.43 1.31 0.33 3 9.83 -0.43 1.31 0.33 2 9.83 -0.43 1.31 0.33 1 9.75 -0.41 1.30 0.32 RExt 0.33 0.02 LOAD ID 21 - Dead+Collateral+Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 5 9.75 -0.80 1.30 0.62 4 9.83 -0.83 1.31 0.63 3 9.83 -0.83 1.31 0.63 2 9.83 -0.83 1.31 0.63 1 9.75 -0.80 1.30 0.62 RExt 0.33 0.04 LOAD ID 22 - Dead+Collateral+Snow+Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 5 9.75 -0.80 1.30 0.62 4 9.83 -0.83 1.31 0.63 3 9.83 -0.83 1.31 0.63 2 9.83 -0.83 1.31 0.63 1 9.75 -0.80 1.30 0.62 RExt 0.33 0.04 LOAD ID 23 - Dead+Collateral+Snow+Slide_Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 5 9.75 -0.80 1.30 0.62 4 9.83 -0.83 1.31 0.63 Page 90 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 3 9.83 -0.83 1.31 0.63 2 9.83 -0.83 1.31 0.63 1 9.75 -0.80 1.30 0.62 RExt 0.33 0.04 LOAD ID 24 - Dead+Collateral+0.75Live+0.38Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 5 9.75 -0.44 1.56 0.28 4 9.83 -0.45 1.57 0.29 3 9.83 -0.45 1.57 0.29 2 9.83 -0.45 1.57 0.29 1 9.75 -0.44 1.56 0.28 RExt 0.33 0.02 LOAD ID 25 - Dead+Collateral+0.75Snow+0.38Wind_Pressure1: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 5 9.75 -0.73 1.56 0.47 4 9.83 -0.75 1.57 0.48 3 9.83 -0.75 1.57 0.48 2 9.83 -0.75 1.57 0.48 1 9.75 -0.73 1.56 0.47 RExt 0.33 0.04 LOAD ID 26 - Dead+Collateral+0.75Snow+0.38Wind_Pressure1+0.75Snow_Drift: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 5 9.75 -0.73 1.56 0.47 4 9.83 -0.75 1.57 0.48 3 9.83 -0.75 1.57 0.48 2 9.83 -0.75 1.57 0.48 1 9.75 -0.73 1.56 0.47 RExt 0.33 0.04 LOAD ID 27 - Dead+Collateral+0.75Snow+0.38Wind_Pressure1+0.75Slide_Snow: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.04 5 9.75 -0.73 1.56 0.47 4 9.83 -0.75 1.57 0.48 3 9.83 -0.75 1.57 0.48 2 9.83 -0.75 1.57 0.48 1 9.75 -0.73 1.56 0.47 RExt 0.33 0.04 LOAD ID 28 - 0.6Dead+0.51Wind_Suction1: Page 91 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 -0.01 5 9.75 0.23 1.56 0.15 4 9.83 0.24 1.57 0.15 3 9.83 0.24 1.57 0.15 2 9.83 0.24 1.57 0.15 1 9.75 0.23 1.56 0.15 RExt 0.33 -0.01 LOAD ID 29 - Dead+Collateral+MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 5 9.75 -0.41 1.30 0.32 4 9.83 -0.43 1.31 0.33 3 9.83 -0.43 1.31 0.33 2 9.83 -0.43 1.31 0.33 1 9.75 -0.41 1.30 0.32 RExt 0.33 0.02 LOAD ID 30 - Dead+Collateral+0.38Wind_Pressure1+0.75MIN_SNOW: Bay Offset Deflect(in) Id (ft) Calc Limit Ratio ---- ------ ----- ----- ----- LExt 0.00 0.02 5 9.75 -0.44 1.56 0.28 4 9.83 -0.45 1.57 0.29 3 9.83 -0.45 1.57 0.29 2 9.83 -0.45 1.57 0.29 1 9.75 -0.44 1.56 0.28 RExt 0.33 0.02 ================================================================================ 02510020 Strut Bolts 12/ 6/21 8:51am ================================================================================ RAFTER CONNECTION: ------------------ Back_SW Front_SW Location Purlin Eave Strut Eave Strut -------- ----------- ----------- ----------- RF Direct Bolt EAVE STRUTS: ------------ Wall Frm_Line ----Bolt_Selected--- ---Bolt_Capacity(k )--- Dt_Bolt Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id ---- --- ---- --- ----- ----- ---- ----- ----- ----- ----- ------- 4 1 RF 4 GR_5 0.500 0 0.56 21.21 9.65 0.06 77 Page 92 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 4 2 RF 2 GR_5 0.500 0 0.60 10.60 4.83 0.12 77 4 3 RF 2 GR_5 0.500 0 0.60 10.60 4.83 0.12 77 4 4 RF 2 GR_5 0.500 0 0.60 10.60 4.83 0.12 77 4 5 RF 2 GR_5 0.500 0 0.60 10.60 4.83 0.12 77 4 6 RF 4 GR_5 0.500 0 0.56 21.21 9.65 0.06 77 PURLINS: -------- ------Bolt_Capacity(k )------ Surf Frm_Line Brace ----Bolt_Selected--- ---Shear--- --Bearing-- Dt_Bolt Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id ---- --- ---- ----- --- ----- ----- ---- ----- ----- ----- ----- ----- ------- 2 1 RF 24.01 2 GR_5 0.500 0 3.91 10.60 3.91 6.76 0.58 71 2 2 RF 24.01 2 GR_5 0.500 0 3.52 10.60 3.52 4.83 0.73 71 2 3 RF 24.01 2 GR_5 0.500 0 3.13 10.60 3.13 4.83 0.65 71 2 4 RF 24.01 2 GR_5 0.500 0 3.13 10.60 3.13 4.83 0.65 71 2 5 RF 24.01 2 GR_5 0.500 0 3.52 10.60 3.52 4.83 0.73 71 2 6 RF 24.01 2 GR_5 0.500 0 3.91 10.60 3.91 6.76 0.58 71 ================================================================================ 02510020 Roof Panel Zones 12/ 6/21 8:51am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 PURLIN SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- #12S 0.209 0.50 926.0 PANEL ZONE LAYOUT: ------------------ -Purlin(ft,in)- Panel Surf ------Zone------ ---Locate(ft)-- --Surface(ft)-- Bay Load Min Zone Id Id Description Start End Offset1 Offset2 Id Id Width Thick (ft) ---- -- ------------- ------- ------- ------- ------- --- --- ----- ----- ----- 2 1 Interior 6.00 94.00 6.00 22.34 3 2 4.87 0.067 4.87 2 2 Middle 3.00 97.00 3.00 25.34 3 1 4.87 0.067 4.87 2 3 Lt edge 0.00 3.00 3.00 25.34 1 1 4.87 0.105 4.87 2 4 Top edge 0.00 100.00 0.00 3.00 3 1 4.87 0.067 4.87 2 5 Rt edge 97.00 100.00 3.00 25.34 5 1 4.87 0.105 4.87 PURLIN SCREW CHECK: ------------------- Screw Wind --------Limit(k )------- Surf Zone Space Suction Load Purlin Panel Screw Max Page 93 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Id Id (ft) (psf ) (k ) Pullout Pullover Tension UC ---- ---- ----- ------- ----- ------- -------- ------- ---- 2 1 1.00 16.28 0.08 0.28 0.37 246.9 0.28 2 2 1.00 24.91 0.12 0.28 0.37 246.9 0.43 2 3 0.50 24.91 0.06 0.44 0.37 246.9 0.17 2 4 0.50 24.91 0.06 0.28 0.37 246.9 0.21 2 5 0.50 24.91 0.06 0.44 0.37 246.9 0.17 BASE SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- #12S 0.21 0.50 926.0 BASE SCREW CHECK: ----------------- Base Screw Force/Screw Shear Wall Length Space Wind Seis Limit Max Id (ft) (ft) (k ) (k ) (k ) UC ---- ------ ----- ----- ----- ----- ---- 2 Open Wall 4 Open Wall ================================================================================ 02510020 Weight Summary 12/ 6/21 8:51am ================================================================================ Roof Purlins = 2423.92 Eave Struts = 451.89 Roof Bracing = 19.37 ---------- Total = 2895.19 ================================================================================ 02510020 Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 94 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Sidewall Design Input 12/ 3/21 11:55am *=============================================================================== *( 1)JOBID: '02510020' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'F' 'N' 'N' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * Stress_Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.00 1.00 1.0000 1.0000 1.0000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 60. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'I' 'Y' 'Y' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'LT-' 25.0000 100.0000 'Y ' '-' 0.000 4.000 'Y ' '-' 0.000 4.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 15.8333 8.000 25.0000 20.0000 8.000 25.0000 0.0000 0.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 1 20.0000 5 Page 95 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(11)WALL OPENINGS: * Bay Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Width Height Offset Type Height Elev Depth Opt Type Part 0 *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 7.9992 8.000 0.0000 7.3333 *(14)GIRT LOCATION: * Set * Loc No. Location 'Y' 0 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam '26 PBR ' '-' 'N' 0.000 'N' 0.000 '--------' 'N' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical_Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: Page 96 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * ---Deflection--- Wind * Basic Load_Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 17.7 1.00 0.51 1.00 0.60 2.00 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 0.000 0.000 0.000 0.000 1.08 1.00 1.08 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 16.0 -16.0 .. Girt/Header 16.0 -22.3 .. Panel 16.0 -16.0 .. Jamb 0.0 0.0 .. Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion_Location 0 *(27)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 'EDGE' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 *(30)GIRT LAYOUT: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * IBC.18N Page 97 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * EW_IBC.18N Version 4.0 ================================================================================ 02510020 Wall 2 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Wall 2 - Panel Zones 12/ 6/21 8:51am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- #12S 0.21 0.50 926.0 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 0.00 100.00 1 0.00 0.00 0.000 0.00 ================================================================================ 02510020 Wall 2 - Weight Summary 12/ 6/21 8:51am Page 98 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ Girts = 0.00 Jambs/Headers = 0.00 -------- 0.00 ================================================================================ 02510020 Wall 2 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 99 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Sidewall Design Input 12/ 3/21 11:55am *=============================================================================== *( 1)JOBID: '02510020' *( 2)PROGRAM OPTIONS: *Sidewall Run Run Lap * Id Girt Panel Stiff 'B' 'N' 'N' 1.00 *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * Stress_Ratio ---Seismic--- * Girt Panel Wind Frame Brace 1.00 1.00 1.0000 1.0000 1.0000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * ---Girt--- --Panel--- * Wall Facia Wall Facia 90. 90. 60. 90. *( 7)REPORTS: * Input Wall Door Wall * Echo Girt Jamb Panel 'I' 'Y' 'Y' 'Y' *( 8)BUILDING LAYOUT: *---------Build---------- -----Left_Expand_EW----- -----Right_Expand_EW---- * Type Width Length Use Opt Extend Offset Use Opt Extend Offset 'LT-' 25.0000 100.0000 'Y ' '-' 0.000 4.000 'Y ' '-' 0.000 4.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 15.8333 8.000 25.0000 20.0000 8.000 25.0000 0.0000 0.000 *(10)SIDEWALL BAY SPACING: * No. ---Bay_Set--- * Sets Width Quan 1 20.0000 5 Page 100 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(11)WALL OPENINGS: * Bay Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Width Height Offset Type Height Elev Depth Opt Type Part 0 *(12)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(13)GIRT DESIGN: *Girt --Flange_Strap-- Set Set Max *Type Out In Space Depth Lap Space 'ZB' 'C' 'N' 7.9992 8.000 0.0000 7.3333 *(14)GIRT LOCATION: * Set * Loc No. Location 'Y' 0 *(15)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(16)PANELS/GUTTERS: * Wall -----Gutter----- ------Insulation----- Stand * Panel Use Type Width Use Thick Part Seam '26 PBR ' '-' 'N' 0.000 'N' 0.000 '--------' 'N' *(17)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(18)FACIA/PARAPET: * -Bay_Id-- Horz -Vertical_Size- --Edge_Extend- Beam * No. Id Type Opt Start End Width Elev Height Left Right Mount Lap 0 *(19)FACIA/PARAPET GIRTS: *Ext ---Top-- Interior -Gutter- Set *Id Type Rot Type Rot Type Rot Depth *(20)FACIA/PARAPET PANELS: *Ext Front -----Back---- Angle *Id Part Part Rot Spacing *(21)BASIC LOADS: Page 101 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * ---Deflection--- Wind * Basic Load_Ratio Load ---Seismic--- * Wind Snow Wind Seis Factor Dead Coeff 17.7 1.00 0.51 1.00 0.60 2.00 0.0000 *(22)EDGE ZONE: * -Left_Zone-- -Right_Zone- Jamb/ * Width Base Width Base Girt Panel Column 0.000 0.000 0.000 0.000 1.08 1.00 1.08 *(23)WIND PRESSURE/SUCTION: * Wind Wind * Pressure Suction 16.0 -16.0 .. Girt/Header 16.0 -22.3 .. Panel 16.0 -16.0 .. Jamb 0.0 0.0 .. Parapet Girt *(24)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(25)GIRT STRAPS: * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(26)EXPANSION JOINTS: * No. Expansion_Location 0 *(27)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(28)DESIGN CODE OPTIONS: *No. Event Condition 0 *(29)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 2 'INT ' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 'EDGE' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 *(30)GIRT LAYOUT: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 * Code files used: * IBC.18N Page 102 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * EW_IBC.18N Version 4.0 ================================================================================ 02510020 Wall 4 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Wall 4 - Panel Zones 12/ 6/21 8:51am ================================================================================ PANEL: ------ Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) -------- ----- ------- -------- 26 PBR 0.019 60.00 78.00 GIRT SCREWS: ------------ Dia Washer Limit Part (in) (in) (k ) -------- ----- ------ ----- #12S 0.21 0.50 926.0 PANEL ZONE LAYOUT: ------------------ --Girt(ft,ft,in)-- Panel Zone ----Wall(ft)--- Bay Load Min Span Id Description Offset1 Offset2 Id Locate Width Thick (ft) ---- ------------- ------- ------- --- ------ ----- ----- ----- 1 Interior 0.00 100.00 1 0.00 0.00 0.000 0.00 ================================================================================ 02510020 Wall 4 - Weight Summary 12/ 6/21 8:51am Page 103 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ Girts = 0.00 Jambs/Headers = 0.00 -------- 0.00 ================================================================================ 02510020 Wall 4 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 104 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Endwall Design Input 12/ 3/21 11:55am *=============================================================================== *( 1)JOBID: '02510020' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'L' 1 'Y' 'N' 'N' 'N' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress_Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.00 1.00 1.00 1.0000 1.0000 1.0000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 180. 90. 90. 60. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'I' 'Y' 'Y' 'Y' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ----------Expand_EW---------- * Type Width Length Use Opt Extend Offset Flange 'LT-' 25.0000 100.0000 'Y ' '-' 0.000 4.000 6.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 3 0.0000 15.8333 8.000 '-' 25.0000 20.0000 8.000 '-' 25.0000 0.0000 0.000 '-' *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 1 25.0000 1 Page 105 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(11)ROOF & SIDEWALL BAY: * --Roof_Bay-- Frame Left_SW_Bay Right_SW_Bay * No. Width Recess Width Open Width Open 5 20.0000 0.3333 20.0000 'Y' 20.0000 'Y' *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type Part 0 *(13)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(14)WIDE OPENING & STRUT FRAMING: *-Open- ------Door_Jamb------ Stub Head Back_Brace Strut -Header_Beam- Deflection *No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(15)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(16)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(17)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 83.250 *(18)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 2 1 '- ' '--------' '-' 'N' 0.000 0.000 '-' 'F' 2 '- ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(19)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(20)RAFTERS: *Rafter Flange * Same Brace Page 106 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 'Y' 'N' *(21)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 1 2 'R ' '--------' '-' '-' 0.000 *(22)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 2 2 0.0000 '--' '-' 2 25.3449 '--' '-' *(23)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZF' 'C' 'N' 7.9992 0.000 0.000 8.000 'B' 0.0000 7.3333 'N' *(24)GIRT LOCATION: * Set * Loc No. Location 'Y' 0 *(25)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(26)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 0 4 'ZB' 8.000 0.000 0.000 0 *(27)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 1.0000 5 4.7579 9.6268 14.4958 19.3648 24.2337 *(28)WALL PANELS: * Wall ------Insulation----- * Panel Use Thick Part '26 PBR ' 'N' 0.000 '--------' *(29)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(30)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate 'BC ' '-' 0 Page 107 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(31)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'N' '--' 0.0000 25.0000 0.0000 *(32)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Bracing 100.0 'C ' 0 *(33)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level_Height 0 *(34)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 0 *(35)EXTENSION SIZE: *Ext -----Horizontal_Size----- ---------Vertical_Size-------- * Id Height Width Slope Elev Height Slope Project *(36)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(37)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load_Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 2.15 1.00 20.00 42.00 0.00 17.69 1.00 0.51 1.00 0.60 *(39)EDGE ZONE: *----------Endwall----------- ---------Sidewall---------- --------Ratio-------- *-Left_Corner- Right_Corner -Left_Corner- Right_Corner Jamb/ * Width Base Width Base Width Base Width Base Girt Panel Column 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.08 1.00 1.08 *(40)BASIC LOADS AT EAVE: * Seis Seis Seis --Torsion-- --Extension-- -Additional- * Dead Girt Load Wind Seis Wind Seis Wind Seis 2.00 0.0000 0.48 0.00 0.00 0.00 0.00 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert Page 108 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.00 .. Left Column 0.00 0.00 0.00 0.00 .. Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 16.00 -16.00 .. Column 16.00 -16.00 .. Girt/Header 16.00 -16.00 .. Jamb 16.00 -22.29 .. Panel 16.00 -16.00 .. Parapet Column 30.89 -20.59 .. Parapet Girt 30.89 -20.59 .. Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind_1 Wind_2 Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -1.02 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 86 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 Page 109 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 Page 110 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 42 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 49 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 50 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 51 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 52 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 53 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 54 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 55 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 56 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 Page 111 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 73 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 77 87 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 92 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 112 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 93 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 94 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 95 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 96 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 97 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0 0.00 98 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0 0.00 99 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0 0.00 100 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 101 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 102 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 103 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 104 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 105 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 106 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 107 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 108 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 109 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 110 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 111 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 112 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 113 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 115 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 116 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 117 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 118 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 119 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 Page 113 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 120 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 121 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0 0.00 122 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0 0.00 123 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0 0.00 124 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 125 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 126 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 127 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 128 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 129 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 130 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 131 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 132 1.04 1.04 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 133 1.04 1.04 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 134 1.04 1.04 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 135 1.04 1.04 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 136 1.04 1.04 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 137 1.04 1.04 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 138 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 139 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 140 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 141 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 142 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 143 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 144 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 145 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 146 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 114 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 147 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 148 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 149 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 150 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 151 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 152 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 153 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 154 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 155 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 156 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 157 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 158 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 159 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 160 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 161 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 162 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 163 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 *(46)AUXILIARY LOADS: * No._Add Add_Load * No. Id Name Combs Id Coef 1 1 'MIN_SNOW ' 1 1 1.00 *(47)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 'U_SNOW ' 'D ' -0.198 -0.198 0.167 0.0000 25.3448 *(48)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: Page 115 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 'EDGE' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 'BASE' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(52)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1' '-' 2 2 12.6724 1.000 25.3448 27.262 'WINDR1' '-' 2 2 12.6724 1.462 25.3448 1.000 'WINDL2' '-' 2 2 12.6724 1.000 25.3448 -0.332 'WINDR2' '-' 2 2 12.6724 0.414 25.3448 1.000 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame Flange * Id Type No. X_Coord Y_Coord Width 1 'BC' 6 1.3542 0.0000 6.00 1.6667 14.3950 6.00 1.6667 14.3950 6.00 17.3872 17.0151 6.00 17.3872 17.0151 6.00 25.0000 18.3073 6.00 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(57)GIRT LAYOUT: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 *AUXILIARY LOAD DESCRIPTIONS: Page 116 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * * Code files used: * IBC.18N * EW_IBC.18N Version 4.0 ================================================================================ 02510020 Wall 1 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Wall 1 - Column & Rafter Design 12/ 6/21 8:51am ================================================================================ MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.0 Col2 25.0 ------- Total= 0.0 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Page 117 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ UNBRACED LENGTH: ---------------- Major Minor ----KL/R---- Id (ft) (ft) Major Minor ------ ------ ------ ----- ----- LOAD COMBINATIONS: ------------------ ================================================================================ 02510020 Wall 1 - Weight Summary 12/ 6/21 8:51am ================================================================================ Columns = 0.00 -------- Total Weight = 0.00 ================================================================================ 02510020 Wall 1 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 118 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Endwall Design Input 12/ 3/21 11:55am *=============================================================================== *( 1)JOBID: '02510020' *( 2)PROGRAM OPTIONS: * -Wall- Run Run Run Run * Loc Id Col/Raf Girt Brace Panel 'R' 3 'Y' 'N' 'N' 'N' *( 3)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 4)DESIGN CONSTANTS: * ---Strength_Factors-- * ---Stress_Ratio--- ---Seismic--- * Col/Raf Girt Panel Wind Frame Brace 1.00 1.00 1.00 1.0000 1.0000 1.0000 *( 5)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 6)DEFLECTION LIMITS: * -----Rafter----- ---Girt--- --Panel--- * Live Wind Total Column Wall Facia Wall Facia Brace 180. 180. 0. 180. 90. 90. 60. 90. 60. *( 7)REPORTS: * Input Column Wall Door Wall Cable * Echo Rafter Girt Jamb Panel Brace 'I' 'Y' 'Y' 'Y' 'Y' 'Y' *( 8)BUILDING LAYOUT: * ----------Expand_EW---------- * Type Width Length Use Opt Extend Offset Flange 'LT-' 25.0000 100.0000 'Y ' '-' 0.000 4.000 6.000 *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset Opt 3 0.0000 20.0000 0.000 '-' 25.0000 15.8333 8.000 '-' 25.0000 0.0000 8.000 '-' *(10)BAY SPACING: * No. ---Bay_Set--- *Sets Width Quan 1 25.0000 1 Page 119 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(11)ROOF & SIDEWALL BAY: * --Roof_Bay-- Frame Left_SW_Bay Right_SW_Bay * No. Width Recess Width Open Width Open 5 20.0000 0.3333 20.0000 'Y' 20.0000 'Y' *(12)WALL OPENINGS: * ----Bay--- Sill Base Set Panel JambL/JambR/Header/Sill *No. Id Id Offset Type Width Height Height Elev Depth Opt Type Part 0 *(13)WIDE OPENING LAYOUT: *----Open--- Bay_Id --Clear_Opening-- Wedge Stub Column Total *No. Id Type St End Width Height Height Elev Mount Weight 0 *(14)WIDE OPENING & STRUT FRAMING: *-Open- ------Door_Jamb------ Stub Head Back_Brace Strut -Header_Beam- Deflection *No. Id Type FlgWid FlgThk Type Type Type Loc Type Type Max_Spc Horz Vert 0 *(15)WIDE OPENING HEADER LOCATION: *-Open- No. Column *No. Id Location Location 0 *(16)PARTIAL WALLS: * --Bay_Id- ----Offset---- Jamb Base Top Full_Load ----Panel---- Deflect_Limit *No. Id Use Opt Start End Start End Height Type Type Type Girt Col Part Opt Girt Panel 0 *(17)COLUMNS: * Max *Same UnBrace *Depth Length 'N' 83.250 *(18)COLUMN PART & ELEVATION: * ---Base--- Rafter *No. Id Type Part Opt Rot Depth Elev Opt Attach 2 1 '- ' '--------' '-' 'N' 0.000 0.000 '-' 'F' 2 '- ' '--------' '-' 'N' 0.000 0.000 '-' 'F' *(19)COLUMN SPLICES: * Col * No. Id Locate Type 0 *(20)RAFTERS: *Rafter Flange * Same Brace Page 120 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 'Y' 'N' *(21)RAFTER PART: * Surf *No. Id Type Part Opt Rot Depth 1 2 'R ' '--------' '-' '-' 0.000 *(22)RAFTER SPLICES: * Surf * No. Id Locate Type Opt 2 2 0.0000 '--' '-' 2 25.3449 '--' '-' *(23)GIRT DESIGN: *Girt --Flange_Strap-- --Depth-- Set Max Rafter *Type Out In Space Offset Project Set Opt Lap Space Attach 'ZF' 'C' 'N' 7.9992 0.000 0.000 8.000 'B' 0.0000 7.3333 'N' *(24)GIRT LOCATION: * Set * Loc No. Location 'Y' 0 *(25)SPECIAL GIRT: * --Bay_Id-- *No. Start End Height Type Rot Part Use 0 *(26)SIDEWALL GIRT: *Wall * Id Type Depth Offset Project No. Location 2 'ZB' 8.000 0.000 0.000 0 4 'ZB' 8.000 0.000 0.000 0 *(27)ROOF PURLINS: *Surf Surf Peak * Id Ext Space No. Locate 2 0.000 1.0000 5 1.1111 5.9801 10.8490 15.7180 20.5870 *(28)WALL PANELS: * Wall ------Insulation----- * Panel Use Thick Part '26 PBR ' 'N' 0.000 '--------' *(29)LINER PANELS: * --Bay_Id- Flange *No. Start End Height Part Opt 0 *(30)RIGID FRAME: *Frame Interior_Column *Type Type No. Locate 'BC ' '-' 0 Page 121 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(31)WALL FRAMING OPTIONS: *Panel Diagonal Brace EW_Brace_To_Frame *Shear Bracing Option Height Left Right 'N' 'N' '--' 0.0000 25.0000 0.0000 *(32)WALL BRACING: * Wind Brace No._Bay Specified * Shear Type Specified Bays_For_Bracing 100.0 'C ' 0 *(33)WALL BRACING ATTACHMENT: * --Bay_Id-- No. * No. Id Start End Level Level_Height 0 *(34)EXTENSION LAYOUT: * Ext Wall --Bay_Id- --Edge_Extend-- Beam *No. Id Id Type Opt Mount Start End Left Right Lap Attach 0 *(35)EXTENSION SIZE: *Ext -----Horizontal_Size----- ---------Vertical_Size-------- * Id Height Width Slope Elev Height Slope Project *(36)EXTENSION GIRTS: * Ext *No. Id Use Type Rot Depth 0 *(37)EXTENSION PANELS: * Ext Angle *No. Id Use Part Rot Spacing 0 *(38)BASIC LOADS: * ---Deflection--- Wind * Dead Collat Live Snow Rain Basic Load_Ratio Load * Load Load Load Load Load Wind Snow Wind Seis Factor 2.15 1.00 20.00 42.00 0.00 17.69 1.00 0.51 1.00 0.60 *(39)EDGE ZONE: *----------Endwall----------- ---------Sidewall---------- --------Ratio-------- *-Left_Corner- Right_Corner -Left_Corner- Right_Corner Jamb/ * Width Base Width Base Width Base Width Base Girt Panel Column 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.08 1.00 1.08 *(40)BASIC LOADS AT EAVE: * Seis Seis Seis --Torsion-- --Extension-- -Additional- * Dead Girt Load Wind Seis Wind Seis Wind Seis 2.00 0.0000 0.48 0.00 0.00 0.00 0.00 0.00 0.00 *(41)LONGITUDINAL BRACING LOADS: * ----Wind----- ---Seismic--- * Horz Vert Horz Vert Page 122 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 0.00 0.00 0.00 0.00 .. Left Column 0.00 0.00 0.00 0.00 .. Right Column *(42)WIND PRESSURE/SUCTION: * Wind Wind * Press Suct 16.00 -16.00 .. Column 16.00 -16.00 .. Girt/Header 16.00 -16.00 .. Jamb 16.00 -22.29 .. Panel 16.00 -16.00 .. Parapet Column 30.89 -20.59 .. Parapet Girt 30.89 -20.59 .. Transv Bracing, Facia/Parapet *(43)WIND COEFFICIENTS: * Surf Wind_1 Wind_2 Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -1.27 -1.00 -0.64 -0.25 -1.02 0.43 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(44)COLUMN, RAFTER, BRACING DESIGN LOADS: *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 86 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 13 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 14 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 Page 123 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 15 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 16 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 17 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 18 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 19 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 20 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 21 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 22 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 23 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 24 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 25 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 26 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 27 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 28 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 29 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 30 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 31 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 0 0.00 32 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 0.00 0 0.00 33 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.45 0.00 0.00 0 0.00 34 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0.00 0 0.00 35 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0 0.00 36 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.60 0.00 0.00 0 0.00 37 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.60 0.00 0.00 0 0.00 38 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 39 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 40 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 41 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.60 0.00 0.00 0 0.00 Page 124 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 42 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 43 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 44 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 45 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 46 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 47 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 48 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 49 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 50 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 51 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 52 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 53 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 54 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 55 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 56 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 57 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 58 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 59 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 63 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 65 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 66 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 67 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 68 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 Page 125 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 69 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 70 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 71 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 72 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 73 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 74 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 75 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 76 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 77 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 78 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 79 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 80 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 81 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 82 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 83 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 84 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 85 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 86 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 *(45)COLUMN, RAFTER, BRACING DESIGN LOADS: Deflection *-Load- ---Live--- -Add_Snow- Wind_1 Wind_2 Long_Wind Column_Wind -Seismic-- Aux_Load *No Id Dead Coll Roof Floor Snow Drift Slide Rain Left Right Left Right 1 2 Press Suct Long Tran Id Coef 77 87 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 88 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 89 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 90 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 91 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 92 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 126 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 93 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 94 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 95 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 96 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 97 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0 0.00 98 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0 0.00 99 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0 0.00 100 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 101 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 102 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 103 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 104 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 105 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 106 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 107 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 108 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 109 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 110 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 111 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 112 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 113 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 115 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 116 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 117 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 0.00 118 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0 0.00 119 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0 0.00 Page 127 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 120 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0 0.00 121 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0 0.00 122 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0 0.00 123 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0 0.00 124 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 125 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 126 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 127 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 128 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 129 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 130 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 131 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 132 1.04 1.04 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 133 1.04 1.04 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 134 1.04 1.04 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 135 1.04 1.04 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 136 1.04 1.04 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0 0.00 137 1.04 1.04 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0 0.00 138 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 139 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 0.00 140 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 141 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 142 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.45 0.00 0.00 1 0.75 143 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 144 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 145 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 146 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 128 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 147 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 148 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 149 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 150 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 151 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 152 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 153 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 154 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 155 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 156 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 157 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 158 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 159 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 160 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 161 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 162 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 163 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 *(46)AUXILIARY LOADS: * No._Add Add_Load * No. Id Name Combs Id Coef 1 1 'MIN_SNOW ' 1 1 1.00 *(47)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 'U_SNOW ' 'D ' -0.198 -0.198 -0.167 0.0000 25.3448 *(48)GIRT LAPS: * Data ------Set_1------- ------Set_2------- ------Set_3------- * Opt Sets Left Right Quan Left Right Quan Left Right Quan '-' 0 *(49)GIRT STRAPS: Page 129 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * Data ---Set_1--- ---Set_2--- ---Set_3--- ---Set_4--- *Opt Sets Strap Quan Strap Quan Strap Quan Strap Quan '-' 0 *(50)PANEL SCREWS: * No. Washer *Zone Zone Part Dia Limit Dia -------Spacing------ 3 'INT ' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 'EDGE' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 'BASE' '#12S ' 0.209 926.000 0.500 12.000 0.000 0.000 *(51)BEAMS: * Bay *No. Id Use Height Offset Locate1 Locate2 0 *(52)STEP LOAD COEFFICIENTS: * Basic Location No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Use Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1' '-' 2 2 12.6724 1.000 25.3448 0.684 'WINDR1' '-' 2 2 12.6724 0.037 25.3448 1.000 'WINDL2' '-' 2 2 12.6724 1.000 25.3448 2.414 'WINDR2' '-' 2 2 12.6724 -3.016 25.3448 1.000 *(53)ADDITIONAL COLUMNS: *No. Id Locate Type Rot Opt Part Elev 0 *(54)RIGID FRAME COORDINATES: *Frame Frame Flange * Id Type No. X_Coord Y_Coord Width 3 'BC' 6 0.0000 18.3073 6.00 7.6128 17.0151 6.00 7.6128 17.0151 6.00 23.3333 14.3950 6.00 23.3333 14.3950 6.00 23.6458 0.0000 6.00 *(55)DESIGN CODE OPTIONS: *No. Event Condition 0 *(56)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Plate Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Offset Edge 0 *(57)GIRT LAYOUT: * Bay -----Extend---- Frame_Opt -Frame_Id- * No. Id Locate Type Rot Opt Part Left Right Left Right Left Right 0 *AUXILIARY LOAD DESCRIPTIONS: Page 130 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface 2 * * Code files used: * IBC.18N * EW_IBC.18N Version 4.0 ================================================================================ 02510020 Wall 3 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Wall 3 - Column & Rafter Design 12/ 6/21 8:51am ================================================================================ MEMBER LAYOUT: -------------- Locate ---Web(in)-- -Flange(in)- Length Weight ----Max_Load---- Id (ft) Part Depth Thick Width Thick (ft) (lb) Id UC Report ------ ------ ----------- ----- ----- ----- ----- ------ ------ --- ---- ------- Col1 0.0 Col2 25.0 ------- Total= 0.0 STRENGTH RATIO: --------------- Load Axial+ Shear+ Max Id Id Axial Shear Moment Moment Moment UC ----- ---- ----- ----- ------ ------ ------ ----- Page 131 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 COLUMN REACTIONS: ----------------- Load In_Plane --Out_Plane_Horz-- Id Id Vert(k ) Horz(k ) Base(k ) Roof(k ) ----- ---- -------- -------- -------- -------- COLUMN DEFLECTIONS: ------------------- Load Deflection(in) Id Id Calc Limit ----- ---- ------ ------ UNBRACED LENGTH: ---------------- Major Minor ----KL/R---- Id (ft) (ft) Major Minor ------ ------ ------ ----- ----- LOAD COMBINATIONS: ------------------ ================================================================================ 02510020 Wall 3 - Weight Summary 12/ 6/21 8:51am ================================================================================ Columns = 0.00 -------- Total Weight = 0.00 ================================================================================ 02510020 Wall 3 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 132 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Rigid Frame Design Input 12/ 3/21 11:50am *=============================================================================== *( 1)JOBID: '02510020' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 1 'BCE' 10.4600 10.4600 10.4600 5.0000 0.00 'Y' 1.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' 'T ' 8.00 72.00 'T ' 8.00 84.00 'T ' 12.00 72.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.00 1.00 1.00 1.00 1.0000 1.0000 1.0000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- * Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 65.0 0.0 0.0 60.0 65.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 15.8333 8.000 25.0000 20.0000 8.000 25.0000 0.0000 0.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior_Depth- * Id Start End Dep Locate Depth 1 8.000 11.750 0 Page 133 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 12.000 12.000 1 17.3449 12.000 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VFF ' 25.3448 '-FF ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 3 1 1 1 0.0000 '--------' 6.000 0.1495 0.2500 0.2500 2 2 2 0.0000 '--------' 6.000 0.1495 0.3125 0.2500 2 3 3 0.0000 '--------' 6.000 0.1495 0.3125 0.2500 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 20.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' 'W6x15 ' 8.000 0.000 0.0000 5 0 *(20)ROOF PURLIN: *Surf * Id Type Part Depth Proj Lap Page 134 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 'ZB' '8x25Z12 ' 8.000 0.000 2.6042 *(21)ROOF PURLIN LOCATION: *Surf Peak * Id Space No. Locate 2 1.0000 5 4.7579 9.6268 14.4958 19.3648 24.2337 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 0 2 3 1 'R' 3 'R' 4 'R' *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 3 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.15 1.00 20.00 42.00 0.0 17.69 1.00 0.51 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- --Extension-- -Additional- * Load Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -1.02 0.43 0.00 *(28)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 Left Column 0.00 0.00 0.00 0.00 Right Column *(29)DESIGN LOADS:Strength * --------------------Load_Coefficients------------------- Page 135 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 96 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 Page 136 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 Page 137 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 78 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 79 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 Page 138 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 80 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 81 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 82 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 83 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 84 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 85 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 86 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 87 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 88 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 89 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 90 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 91 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 92 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 93 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 94 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 *(30)DESIGN LOADS:Deflection * --------------------Load_Coefficients------------------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 96 97 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 98 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 99 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 100 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 101 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 102 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 139 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 103 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 104 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 105 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 106 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 107 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 108 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 109 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 110 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 111 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 112 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 113 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 115 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 116 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 117 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 118 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 119 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 120 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 121 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 122 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 123 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 124 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 125 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 126 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 127 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 128 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 129 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 Page 140 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 130 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 131 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 132 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 133 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 134 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 135 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 136 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 137 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 138 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 139 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 140 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 141 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 142 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 143 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 144 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 145 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 146 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 147 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 148 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 149 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 150 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 151 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 152 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 153 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 154 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 155 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 156 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 Page 141 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 157 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 158 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 159 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 160 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 161 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 162 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 163 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 164 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 165 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 166 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 167 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 168 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 169 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 170 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 171 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 172 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 173 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 174 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 175 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 176 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 177 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 178 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 179 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 180 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 181 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 182 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 183 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 Page 142 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 184 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 185 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 186 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 187 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 188 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 189 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 190 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 191 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 192 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 *(31)DESIGN LOADS:Special * --------------------Load_Coefficients------------------- *Load ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 12 193 'EP' '---------' 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 0.00 0 0.00 194 'EP' '---------' 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.61 0.00 0 0.00 195 'EP' '---------' 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 196 'EP' '---------' 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 197 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 198 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 199 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 200 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 201 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 202 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 203 'EP' '---------' 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 0.00 0 0.00 204 'EP' '---------' 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.61 0.00 0 0.00 *(32)AUXILIARY LOAD: * Aux No._Add Add_Comb Page 143 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *No. Id Name Loads Id Coeff 1 1 'MIN_SNOW ' 1 1 1.00 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 'U_SNOW ' 'D ' -0.204 -0.204 0.167 0.0000 25.3448 *(34)FLOOR BEAMS: * Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(36)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' '-' ' ' 1 1 *(38)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 0 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 4.000 0 3 'Y ' 4.000 0 *(41)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 Page 144 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1 ' 2 2 12.6724 1.000 25.3448 27.262 'WINDR1 ' 2 2 12.6724 1.462 25.3448 1.000 'WINDL2 ' 2 2 12.6724 1.000 25.3448 -0.332 'WINDR2 ' 2 2 12.6724 0.414 25.3448 1.000 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * * Code files used: * IBC.18N * RF_IBC.18N Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 15.8 W 60.0 0 0 * 2 1 S 25.0 S 25.0 1 0 ================================================================================ 02510020 Frame 1 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Page 145 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Frame 1 - Base Plates and Anchor Bolt 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.05 (ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick Dia ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- ----- Left P 8.5 0.0 6.0 8.50 0.500 2 0.750 3.00 2.1 0.01 0.141 0.159 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 5 6.7 62 -1.3 0.0 5 0.2 62 0.0 -1.3 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.250 F1 0.11 3.71 0.250 F1 0.11 3.71 0.188 F2 0.01 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 62 - 0.6Dead+0.6Wind_Right1 ================================================================================ Page 146 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 02510020 Frame 1 - Bolted-End-Plates 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VFF 1- 2 12.00 6.0 0.375 0.750 3.00 0.00 2 3.00 0 0.00 0 2 -PP 3- 3 12.00 6.0 0.375 0.750 3.00 0.00 2 3.00 0 0.00 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VFF Top 1 0.1 3.1 0.0 5 0.2 5.8 0.0 0.000 0.261 0.00 2 -PP Top 5 0.2 -5.7 0.0 5 0.2 -5.7 0.0 0.000 0.259 0.00 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.250 F1 0.01 3.71 (a) G1 0.01100.00 0.188 F2 0.24 2.78 1 R 0.250 F1 0.01 3.71 0.250 F1 0.01 3.71 0.188 F2 0.24 2.78 2 L 0.250 F1 0.02 3.71 0.250 F1 0.04 3.71 0.188 F2 0.24 2.78 2 R 0.250 F1 0.02 3.71 0.250 F1 0.04 3.71 0.188 F2 0.24 2.78 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 5 - Dead+Collateral+Snow ================================================================================ 02510020 Frame 1 - Transverse Stiffeners 12/ 6/21 8:51am ================================================================================ No Stiffeners Required. ================================================================================ Page 147 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 02510020 Frame 1 - Flange Braces 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 50.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = GR_5 (0 Washers) Bolt Shear Stress = 24.00 ksi Flange Brace Force Inside flange, max of bending compression LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 2 1 1 L2x2x14 2 12.00 15.00 46.4 17.49 0.500 0.500 Clip Web 3 1 L2x2x14 2 12.00 15.00 46.4 17.49 0.500 0.500 Clip Web 4 1 L2x2x14 3 11.93 15.00 46.6 17.44 0.500 0.500 Clip Web DESIGN: ------- Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 2 1 62 0.08 0.05 0.03 0.03 0.02 3 64 0.17 0.09 0.07 0.07 0.05 4 64 0.14 0.08 0.06 0.05 0.04 LOAD COMBINATIONS: ------------------ 62 - 0.6Dead+0.6Wind_Right1 64 - 0.6Dead+0.6Wind_Right2 ================================================================================ 02510020 Frame 1 - Web To Flange Weld 12/ 6/21 8:51am ================================================================================ ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 5 0.1 6.2 57 0.188 F1 0.02 2.78 2 2 2 5 5 5.7 10.7 148 0.188 F1 0.41 2.78 2 3 3 12 5 5.6 10.7 148 0.188 F1 0.41 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow Page 148 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ 02510020 Frame 1 - Special Segments 12/ 6/21 8:51am ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 6.0 0.250 6.0 0.250 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 6 1.2 0.0 0.6 0.149 34.7 0.149 34.7 0.02 AISC G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 11.75 11.19 10.52 1.00 LOAD COMBINATIONS: ------------------ 6 - Dead+Collateral+Snow ================================================================================ 02510020 Frame 1 - Design Summary 12/ 6/21 8:51am ================================================================================ FRAME: ------ Id = 1 Type = BC Line Id = 1 Load Width= 10.46 UC Limit= 1.00 KL/R Limit= 200.00 MEMBERS: -------- -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Page 149 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 15.2 6.0 8.0 11.8 0.149 0.250 0.250 1 5 0.01 1 5 0.15 4 5 0.12 125 2 2 2 15.9 6.0 12.0 12.0 0.149 0.313 0.250 5 5 0.21 8 5 0.49 8 5 0.47 53 2 3 3 7.9 6.0 12.0 12.0 0.149 0.313 0.250 12 5 0.21 10 5 0.43 10 5 0.42 53 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5#- Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow_Drift 8 - Dead+Collateral+Snow+Snow_Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide_Snow 11 - Dead 12 - Dead 13 - Dead+Collateral+0.75Live 14 - Dead+Collateral+0.75Live 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+Collateral+0.75Snow+0.75Snow_Drift 18 - Dead+Collateral+0.75Snow+0.75Snow_Drift 19 - Dead+Collateral+0.75Snow+0.75Slide_Snow 20 - Dead+Collateral+0.75Snow+0.75Slide_Snow 21 - Dead+0.6Wind_Left1 22 - Dead+0.6Wind_Right1 23 - Dead+0.6Wind_Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Long1 26 - Dead-0.6Wind_Long1 27 - Dead+0.6Wind_Long2 28 - Dead-0.6Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Left1 30 - Dead+Collateral+0.75Live+0.45Wind_Right1 31 - Dead+Collateral+0.75Live+0.45Wind_Left2 32 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - Dead+Collateral+0.75Live+0.45Wind_Long1 34 - Dead+Collateral+0.75Live-0.45Wind_Long1 35 - Dead+Collateral+0.75Live+0.45Wind_Long2 36 - Dead+Collateral+0.75Live-0.45Wind_Long2 37 - Dead+Collateral+0.75Snow+0.45Wind_Left1 38 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow Page 150 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 40 - Dead+Collateral+0.75Snow+0.45Wind_Right1 41 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind_Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Slide_Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Long1 50 - Dead+Collateral+0.75Snow-0.45Wind_Long1 51 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Snow_Drift 52 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0.75Snow_Drift 53 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Slide_Snow 54 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0.75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind_Long2 56 - Dead+Collateral+0.75Snow-0.45Wind_Long2 57 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 58 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Snow_Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Slide_Snow 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1 63 - 0.6Dead+0.6Wind_Left2 64 - 0.6Dead+0.6Wind_Right2 65 - 0.6Dead+0.6Wind_Long1 66 - 0.6Dead-0.6Wind_Long1 67 - 0.6Dead+0.6Wind_Long2 68 - 0.6Dead-0.6Wind_Long2 69 - 1.05Dead+1.05Collateral+0.7Seismic_L 70 - 1.05Dead+1.05Collateral+0.7Seismic_R 71 - 1.05Dead+1.05Collateral+0.7Seismic_Long 72 - 1.05Dead+1.05Collateral-0.7Seismic_Long 73 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_L 74 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_R 75 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L 76 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R 77 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Snow_Drift 78 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Snow_Drift 79 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Slide_Snow 80 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Slide_Snow 81 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_Long 82 - 1.04Dead+1.04Collateral+0.75Live-0.53Seismic_Long 83 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long 84 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long 85 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Snow_Drift 86 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Snow_Drift 87 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Slide_Snow 88 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Slide_Snow 89 - 0.55Dead+0.7Seismic_L 90 - 0.55Dead+0.7Seismic_R 91 - 0.55Dead+0.7Seismic_Long 92 - 0.55Dead-0.7Seismic_Long 93 - Dead+Collateral+MIN_SNOW Page 151 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 94 - Dead+Collateral+MIN_SNOW 95 - Dead+Collateral+0.75MIN_SNOW 96 - Dead+Collateral+0.75MIN_SNOW 97 - Dead+Collateral+Live 98 - Dead+Collateral+Live 99 - Dead+Collateral 100 - Dead+Collateral 101 - Dead+Collateral+Snow 102 - Dead+Collateral+Snow 103 - Dead+Collateral+Snow+Snow_Drift 104 - Dead+Collateral+Snow+Snow_Drift 105 - Dead+Collateral+Snow+Slide_Snow 106 - Dead+Collateral+Snow+Slide_Snow 107 - Dead 108 - Dead 109 - Dead+Collateral+0.75Live 110 - Dead+Collateral+0.75Live 111 - Dead+Collateral+0.75Snow 112 - Dead+Collateral+0.75Snow 113 - Dead+Collateral+0.75Snow+0.75Snow_Drift 114 - Dead+Collateral+0.75Snow+0.75Snow_Drift 115 - Dead+Collateral+0.75Snow+0.75Slide_Snow 116 - Dead+Collateral+0.75Snow+0.75Slide_Snow 117 - Dead+0.51Wind_Left1 118 - Dead+0.51Wind_Right1 119 - Dead+0.51Wind_Left2 120 - Dead+0.51Wind_Right2 121 - Dead+0.51Wind_Long1 122 - Dead-0.51Wind_Long1 123 - Dead+0.51Wind_Long2 124 - Dead-0.51Wind_Long2 125 - Dead+Collateral+0.75Live+0.38Wind_Left1 126 - Dead+Collateral+0.75Live+0.38Wind_Right1 127 - Dead+Collateral+0.75Live+0.38Wind_Left2 128 - Dead+Collateral+0.75Live+0.38Wind_Right2 129 - Dead+Collateral+0.75Live+0.38Wind_Long1 130 - Dead+Collateral+0.75Live-0.38Wind_Long1 131 - Dead+Collateral+0.75Live+0.38Wind_Long2 132 - Dead+Collateral+0.75Live-0.38Wind_Long2 133 - Dead+Collateral+0.75Snow+0.38Wind_Left1 134 - Dead+Collateral+0.75Snow+0.38Wind_Left1+0.75Snow_Drift 135 - Dead+Collateral+0.75Snow+0.38Wind_Left1+0.75Slide_Snow 136 - Dead+Collateral+0.75Snow+0.38Wind_Right1 137 - Dead+Collateral+0.75Snow+0.38Wind_Right1+0.75Snow_Drift 138 - Dead+Collateral+0.75Snow+0.38Wind_Right1+0.75Slide_Snow 139 - Dead+Collateral+0.75Snow+0.38Wind_Left2 140 - Dead+Collateral+0.75Snow+0.38Wind_Left2+0.75Snow_Drift 141 - Dead+Collateral+0.75Snow+0.38Wind_Left2+0.75Slide_Snow 142 - Dead+Collateral+0.75Snow+0.38Wind_Right2 143 - Dead+Collateral+0.75Snow+0.38Wind_Right2+0.75Snow_Drift 144 - Dead+Collateral+0.75Snow+0.38Wind_Right2+0.75Slide_Snow 145 - Dead+Collateral+0.75Snow+0.38Wind_Long1 146 - Dead+Collateral+0.75Snow-0.38Wind_Long1 147 - Dead+Collateral+0.75Snow+0.38Wind_Long1+0.75Snow_Drift Page 152 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 148 - Dead+Collateral+0.75Snow-0.38Wind_Long1+0.75Snow_Drift 149 - Dead+Collateral+0.75Snow+0.38Wind_Long1+0.75Slide_Snow 150 - Dead+Collateral+0.75Snow-0.38Wind_Long1+0.75Slide_Snow 151 - Dead+Collateral+0.75Snow+0.38Wind_Long2 152 - Dead+Collateral+0.75Snow-0.38Wind_Long2 153 - Dead+Collateral+0.75Snow+0.38Wind_Long2+0.75Snow_Drift 154 - Dead+Collateral+0.75Snow-0.38Wind_Long2+0.75Snow_Drift 155 - Dead+Collateral+0.75Snow+0.38Wind_Long2+0.75Slide_Snow 156 - Dead+Collateral+0.75Snow-0.38Wind_Long2+0.75Slide_Snow 157 - 0.6Dead+0.51Wind_Left1 158 - 0.6Dead+0.51Wind_Right1 159 - 0.6Dead+0.51Wind_Left2 160 - 0.6Dead+0.51Wind_Right2 161 - 0.6Dead+0.51Wind_Long1 162 - 0.6Dead-0.51Wind_Long1 163 - 0.6Dead+0.51Wind_Long2 164 - 0.6Dead-0.51Wind_Long2 165 - 1.05Dead+1.05Collateral+0.7Seismic_L 166 - 1.05Dead+1.05Collateral+0.7Seismic_R 167 - 1.05Dead+1.05Collateral+0.7Seismic_Long 168 - 1.05Dead+1.05Collateral-0.7Seismic_Long 169 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_L 170 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_R 171 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L 172 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R 173 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Snow_Drift 174 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Snow_Drift 175 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Slide_Snow 176 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Slide_Snow 177 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_Long 178 - 1.04Dead+1.04Collateral+0.75Live-0.53Seismic_Long 179 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long 180 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long 181 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Snow_Drift 182 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Snow_Drift 183 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Slide_Snow 184 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Slide_Snow 185 - 0.55Dead+0.7Seismic_L 186 - 0.55Dead+0.7Seismic_R 187 - 0.55Dead+0.7Seismic_Long 188 - 0.55Dead-0.7Seismic_Long 189 - Dead+Collateral+MIN_SNOW 190 - Dead+Collateral+MIN_SNOW 191 - Dead+Collateral+0.75MIN_SNOW 192 - Dead+Collateral+0.75MIN_SNOW PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 78.6 260.0 12.0 0.250 1.2 10.0 2 80.3 260.0 12.0 0.250 1.2 10.0 Page 153 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 3 80.3 260.0 12.0 0.250 1.2 10.0 FRAME AREA: ---------- Frame Area= 38.15 Building Area= 447.92 Ratio= 0.09 WEIGHTS: -------- Member 1 2 3 ---------- ----- ----- ----- Weight (lb) 236 280 137 Total Weight (lb) Frame = 654 Splice Plate = 37 Base Plate = 7 -------- 698 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 0.11 3.65 0.00 0.00 -0.11 3.07 0.00 0.00 2 0.11 3.65 0.00 0.00 -0.11 3.07 0.00 0.00 3 0.02 0.90 0.00 0.00 -0.02 0.59 0.00 0.00 4 0.02 0.90 0.00 0.00 -0.02 0.59 0.00 0.00 5 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 6 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 7 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 8 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 9 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 10 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 11 0.02 0.76 0.00 0.00 -0.02 0.47 0.00 0.00 12 0.02 0.76 0.00 0.00 -0.02 0.47 0.00 0.00 13 0.09 2.96 0.00 0.00 -0.09 2.45 0.00 0.00 14 0.09 2.96 0.00 0.00 -0.09 2.45 0.00 0.00 15 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 16 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 17 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 18 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 19 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 20 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 21 0.00 0.31 0.00 0.00 0.26 -0.65 0.00 0.00 22 -0.04 -1.01 0.00 0.00 0.53 -0.74 0.00 0.00 23 0.04 1.53 0.00 0.00 -0.16 0.40 0.00 0.00 Page 154 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 24 -0.03 -0.53 0.00 0.00 0.53 -1.25 0.00 0.00 25 -0.03 -0.78 0.00 0.00 0.50 -0.83 0.00 0.00 26 -0.03 -0.78 0.00 0.00 0.50 -0.83 0.00 0.00 27 0.04 1.40 0.00 0.00 -0.24 1.01 0.00 0.00 28 0.04 1.40 0.00 0.00 -0.24 1.01 0.00 0.00 29 0.08 2.63 0.00 0.00 0.12 1.61 0.00 0.00 30 0.05 1.64 0.00 0.00 0.32 1.54 0.00 0.00 31 0.11 3.55 0.00 0.00 -0.20 2.40 0.00 0.00 32 0.06 2.00 0.00 0.00 0.32 1.16 0.00 0.00 33 0.05 1.81 0.00 0.00 0.30 1.47 0.00 0.00 34 0.05 1.81 0.00 0.00 0.30 1.47 0.00 0.00 35 0.11 3.45 0.00 0.00 -0.26 2.86 0.00 0.00 36 0.11 3.45 0.00 0.00 -0.26 2.86 0.00 0.00 37 0.15 4.90 0.00 0.00 0.04 3.65 0.00 0.00 38 0.15 4.90 0.00 0.00 0.04 3.65 0.00 0.00 39 0.15 4.90 0.00 0.00 0.04 3.65 0.00 0.00 40 0.12 3.91 0.00 0.00 0.25 3.58 0.00 0.00 41 0.12 3.91 0.00 0.00 0.25 3.58 0.00 0.00 42 0.12 3.91 0.00 0.00 0.25 3.58 0.00 0.00 43 0.18 5.82 0.00 0.00 -0.27 4.44 0.00 0.00 44 0.18 5.82 0.00 0.00 -0.27 4.44 0.00 0.00 45 0.18 5.82 0.00 0.00 -0.27 4.44 0.00 0.00 46 0.13 4.27 0.00 0.00 0.24 3.20 0.00 0.00 47 0.13 4.27 0.00 0.00 0.24 3.20 0.00 0.00 48 0.13 4.27 0.00 0.00 0.24 3.20 0.00 0.00 49 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 50 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 51 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 52 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 53 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 54 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 55 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 56 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 57 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 58 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 59 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 60 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 61 0.00 0.00 0.00 0.00 0.27 -0.84 0.00 0.00 62 -0.05 -1.31 0.00 0.00 0.54 -0.93 0.00 0.00 63 0.03 1.23 0.00 0.00 -0.15 0.22 0.00 0.00 64 -0.03 -0.83 0.00 0.00 0.53 -1.44 0.00 0.00 65 -0.04 -1.08 0.00 0.00 0.51 -1.02 0.00 0.00 66 -0.04 -1.08 0.00 0.00 0.51 -1.02 0.00 0.00 67 0.03 1.10 0.00 0.00 -0.23 0.83 0.00 0.00 68 0.03 1.10 0.00 0.00 -0.23 0.83 0.00 0.00 69 0.02 0.97 0.00 0.00 -0.42 0.59 0.00 0.00 70 0.02 0.91 0.00 0.00 0.37 0.66 0.00 0.00 71 0.02 0.94 0.00 0.00 -0.02 0.62 0.00 0.00 72 0.02 0.94 0.00 0.00 -0.02 0.62 0.00 0.00 73 0.09 3.02 0.00 0.00 -0.39 2.45 0.00 0.00 74 0.09 2.97 0.00 0.00 0.21 2.50 0.00 0.00 75 0.05 1.83 0.00 0.00 -0.35 1.37 0.00 0.00 76 0.05 1.78 0.00 0.00 0.24 1.42 0.00 0.00 77 0.05 1.83 0.00 0.00 -0.35 1.37 0.00 0.00 Page 155 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 78 0.05 1.78 0.00 0.00 0.24 1.42 0.00 0.00 79 0.05 1.83 0.00 0.00 -0.35 1.37 0.00 0.00 80 0.05 1.78 0.00 0.00 0.24 1.42 0.00 0.00 81 0.09 3.00 0.00 0.00 -0.09 2.47 0.00 0.00 82 0.09 3.00 0.00 0.00 -0.09 2.47 0.00 0.00 83 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 84 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 85 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 86 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 87 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 88 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 89 0.01 0.45 0.00 0.00 -0.40 0.22 0.00 0.00 90 0.01 0.38 0.00 0.00 0.38 0.29 0.00 0.00 91 0.01 0.42 0.00 0.00 -0.01 0.26 0.00 0.00 92 0.01 0.42 0.00 0.00 -0.01 0.26 0.00 0.00 93 0.11 3.66 0.00 0.00 -0.11 3.07 0.00 0.00 94 0.11 3.66 0.00 0.00 -0.11 3.07 0.00 0.00 95 0.09 2.97 0.00 0.00 -0.09 2.45 0.00 0.00 96 0.09 2.97 0.00 0.00 -0.09 2.45 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 97 0.00 0.00 -0.42 98 0.00 0.00 -0.42 99 0.00 0.00 -0.08 100 0.00 0.00 -0.08 101 0.00 0.00 -0.79 102 0.00 0.00 -0.79 103 0.00 0.00 -0.79 104 0.00 0.00 -0.79 105 0.00 0.00 -0.79 106 0.00 0.00 -0.79 107 0.00 0.00 -0.06 108 0.00 0.00 -0.06 109 0.00 0.00 -0.33 110 0.00 0.00 -0.33 111 0.00 0.00 -0.61 112 0.00 0.00 -0.61 113 0.00 0.00 -0.61 114 0.00 0.00 -0.61 115 0.00 0.00 -0.61 116 0.00 0.00 -0.61 117 0.00 0.00 0.03 118 0.00 0.00 0.10 119 0.00 0.00 -0.10 120 0.00 0.00 0.11 121 0.00 0.00 0.10 122 0.00 0.00 0.10 Page 156 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 123 0.00 0.00 -0.13 124 0.00 0.00 -0.13 125 0.00 0.00 -0.26 126 0.00 0.00 -0.21 127 0.00 0.00 -0.36 128 0.00 0.00 -0.20 129 0.00 0.00 -0.21 130 0.00 0.00 -0.21 131 0.00 0.00 -0.38 132 0.00 0.00 -0.38 133 0.00 0.00 -0.54 134 0.00 0.00 -0.54 135 0.00 0.00 -0.54 136 0.00 0.00 -0.49 137 0.00 0.00 -0.49 138 0.00 0.00 -0.49 139 0.00 0.00 -0.64 140 0.00 0.00 -0.64 141 0.00 0.00 -0.64 142 0.00 0.00 -0.48 143 0.00 0.00 -0.48 144 0.00 0.00 -0.48 145 0.00 0.00 -0.49 146 0.00 0.00 -0.49 147 0.00 0.00 -0.49 148 0.00 0.00 -0.49 149 0.00 0.00 -0.49 150 0.00 0.00 -0.49 151 0.00 0.00 -0.66 152 0.00 0.00 -0.66 153 0.00 0.00 -0.66 154 0.00 0.00 -0.66 155 0.00 0.00 -0.66 156 0.00 0.00 -0.66 157 0.00 0.00 0.06 158 0.00 0.00 0.13 159 0.00 0.00 -0.07 160 0.00 0.00 0.13 161 0.00 0.00 0.12 162 0.00 0.00 0.12 163 0.00 0.00 -0.11 164 0.00 0.00 -0.11 165 0.00 0.00 -0.08 166 0.00 0.00 -0.08 167 0.00 0.00 -0.08 168 0.00 0.00 -0.08 169 0.00 0.00 -0.34 170 0.00 0.00 -0.34 171 0.00 0.00 -0.19 172 0.00 0.00 -0.19 173 0.00 0.00 -0.19 174 0.00 0.00 -0.19 175 0.00 0.00 -0.19 176 0.00 0.00 -0.19 Page 157 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 177 0.00 0.00 -0.34 178 0.00 0.00 -0.34 179 0.00 0.00 -0.19 180 0.00 0.00 -0.19 181 0.00 0.00 -0.19 182 0.00 0.00 -0.19 183 0.00 0.00 -0.19 184 0.00 0.00 -0.19 185 0.00 0.00 -0.03 186 0.00 0.00 -0.03 187 0.00 0.00 -0.03 188 0.00 0.00 -0.03 189 0.00 0.00 -0.42 190 0.00 0.00 -0.42 191 0.00 0.00 -0.33 192 0.00 0.00 -0.33 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 97 99999 99999 720 98 99999 99999 720 99 99999 99999 3727 100 99999 99999 3727 101 75883 99999 381 102 75883 99999 381 103 75883 99999 381 104 75883 99999 381 105 75883 99999 381 106 75883 99999 381 107 99999 99999 4727 108 99999 99999 4727 109 99999 99999 902 110 99999 99999 902 111 97471 99999 492 112 97471 99999 492 113 97471 99999 492 114 97471 99999 492 115 97471 99999 492 116 97471 99999 492 117 99999 99999 10075 118 99999 99999 2962 119 99999 99999 3049 120 99999 99999 2741 121 99999 99999 3146 122 99999 99999 3146 123 99999 99999 2300 124 99999 99999 2300 125 99999 99999 1143 Page 158 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 126 99999 99999 1437 127 99999 99999 836 128 99999 99999 1480 129 99999 99999 1407 130 99999 99999 1407 131 99999 99999 784 132 99999 99999 784 133 99999 99999 556 134 99999 99999 556 135 99999 99999 556 136 99999 99999 617 137 99999 99999 617 138 99999 99999 617 139 83591 99999 472 140 83591 99999 472 141 83591 99999 472 142 99999 99999 625 143 99999 99999 625 144 99999 99999 625 145 99999 99999 612 146 99999 99999 612 147 99999 99999 612 148 99999 99999 612 149 99999 99999 612 150 99999 99999 612 151 84729 99999 454 152 84729 99999 454 153 84729 99999 454 154 84729 99999 454 155 84729 99999 454 156 84729 99999 454 157 99999 99999 5438 158 99999 99999 2368 159 99999 99999 4109 160 99999 99999 2225 161 99999 99999 2485 162 99999 99999 2485 163 99999 99999 2856 164 99999 99999 2856 165 99999 99999 3548 166 99999 99999 3552 167 99999 99999 3550 168 99999 99999 3550 169 99999 99999 894 170 99999 99999 894 171 99999 99999 1583 172 99999 99999 1583 173 99999 99999 1583 174 99999 99999 1583 175 99999 99999 1583 176 99999 99999 1583 177 99999 99999 894 178 99999 99999 894 179 99999 99999 1583 Page 159 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 180 99999 99999 1583 181 99999 99999 1583 182 99999 99999 1583 183 99999 99999 1583 184 99999 99999 1583 185 99999 99999 8583 186 99999 99999 8605 187 99999 99999 8594 188 99999 99999 8594 189 99999 99999 719 190 99999 99999 719 191 99999 99999 901 192 99999 99999 901 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -0.70 426. 180. Horizontal Drift 101 0.00 75884. 60. Horizontal Total 101 0.00 75884. 60. Horizontal Spring Constant=1997.4 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0000 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 5 0.00 0.00 1.00 ================================================================================ 02510020 Frame 1 - Rigid Frame Clearances 12/ 6/21 8:51am ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 172.53 20.24 172.53 Right 219.43 300.00 219.43 Midspan 203.94 208.69 203.94 Page 160 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 279.75 20.25 300.00 ================================================================================ 02510020 Frame 1 - Weight Summary 12/ 6/21 8:51am ================================================================================ Total Weight (lb) Frame = 654 Splice Plate = 37 Base Plate = 7 -------- 698 ================================================================================ 02510020 Frame 1 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 161 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Rigid Frame Design Input 12/ 3/21 11:53am *=============================================================================== *( 1)JOBID: '02510020' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 2 'BC ' 20.0000 20.0000 20.0000 5.0000 0.00 'Y' 1.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' 'T ' 8.00 72.00 'T ' 8.00 84.00 'T ' 12.00 72.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.00 1.00 1.00 1.00 1.0000 1.0000 1.0000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- * Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 65.0 0.0 0.0 60.0 65.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 15.8333 8.000 25.0000 20.0000 8.000 25.0000 0.0000 0.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior_Depth- * Id Start End Dep Locate Depth 1 8.000 11.750 0 Page 162 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 12.000 12.000 1 17.3449 12.000 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VFF ' 25.3448 '-FF ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 3 1 1 1 0.0000 '--------' 6.000 0.1495 0.2500 0.2500 2 2 2 0.0000 '--------' 6.000 0.1495 0.3125 0.2500 2 3 3 0.0000 '--------' 6.000 0.1495 0.3125 0.2500 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 20.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' 'W6x15 ' 8.000 0.000 0.0000 5 0 *(20)ROOF PURLIN: *Surf * Id Type Part Depth Proj Lap Page 163 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 'ZB' '8x25Z15 ' 8.000 0.000 2.6042 *(21)ROOF PURLIN LOCATION: *Surf Peak * Id Space No. Locate 2 1.0000 5 4.7579 9.6268 14.4958 19.3648 24.2337 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 0 2 3 1 '-' 3 '-' 4 '-' *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 3 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.15 1.00 20.00 42.00 0.0 17.69 1.00 0.51 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- --Extension-- -Additional- * Load Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis 0.48 0.00 0.00 0.00 0.00 1.00 1.73 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -0.87 0.43 0.00 *(28)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 Left Column 1.70 0.00 2.81 0.00 Right Column *(29)DESIGN LOADS:Strength * --------------------Load_Coefficients------------------- Page 164 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 96 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 Page 165 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 Page 166 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 78 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 79 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 Page 167 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 80 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 81 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 82 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 83 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 84 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 85 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 86 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 87 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 88 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 89 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 90 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 91 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 92 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 93 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 94 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 *(30)DESIGN LOADS:Deflection * --------------------Load_Coefficients------------------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 96 97 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 98 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 99 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 100 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 101 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 102 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 168 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 103 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 104 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 105 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 106 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 107 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 108 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 109 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 110 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 111 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 112 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 113 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 115 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 116 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 117 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 118 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 119 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 120 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 121 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 122 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 123 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 124 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 125 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 126 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 127 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 128 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 129 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 Page 169 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 130 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 131 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 132 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 133 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 134 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 135 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 136 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 137 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 138 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 139 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 140 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 141 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 142 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 143 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 144 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 145 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 146 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 147 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 148 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 149 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 150 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 151 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 152 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 153 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 154 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 155 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 156 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 Page 170 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 157 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 158 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 159 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 160 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 161 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 162 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 163 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 164 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 165 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 166 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 167 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 168 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 169 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 170 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 171 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 172 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 173 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 174 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 175 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 176 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 177 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 178 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 179 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 180 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 181 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 182 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 183 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 Page 171 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 184 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 185 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 186 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 187 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 188 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 189 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 190 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 191 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 192 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 *(31)DESIGN LOADS:Special * --------------------Load_Coefficients------------------- *Load ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 12 193 'EP' '---------' 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 0.00 0 0.00 194 'EP' '---------' 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.61 0.00 0 0.00 195 'EP' '---------' 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 196 'EP' '---------' 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 197 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 198 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 199 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 200 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 201 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 202 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 203 'EP' '---------' 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 0.00 0 0.00 204 'EP' '---------' 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.61 0.00 0 0.00 *(32)AUXILIARY LOAD: * Aux No._Add Add_Comb Page 172 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *No. Id Name Loads Id Coeff 1 1 'MIN_SNOW ' 1 1 1.00 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 'U_SNOW ' 'D ' -0.389 -0.389 0.167 0.0000 25.3448 *(34)FLOOR BEAMS: * Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(36)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' '-' ' ' 4 2 3 4 5 *(38)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 0 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 4.000 0 3 'Y ' 4.000 0 *(41)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 Page 173 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1 ' 2 2 12.6724 1.000 25.3448 27.262 'WINDR1 ' 2 2 12.6724 1.462 25.3448 1.000 'WINDL2 ' 2 2 12.6724 1.000 25.3448 -0.332 'WINDR2 ' 2 2 12.6724 0.414 25.3448 1.000 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * * Code files used: * IBC.18N * RF_IBC.18N Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 15.8 W 60.0 0 0 * 2 1 S 25.0 S 25.0 1 0 ================================================================================ 02510020 Frame 2 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Page 174 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Frame 2 - Base Plates and Anchor Bolt 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.05 (ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick Dia ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- ----- Left P 8.5 0.0 6.0 8.50 0.500 2 0.750 3.00 4.0 0.02 0.204 0.231 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 5 12.4 62 -2.8 0.1 5 0.4 62 0.1 -2.8 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.250 F1 0.23 3.71 0.250 F1 0.23 3.71 0.188 F2 0.02 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 62 - 0.6Dead+0.6Wind_Right1 ================================================================================ Page 175 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 02510020 Frame 2 - Bolted-End-Plates 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VFF 1- 2 12.00 6.0 0.375 0.750 3.00 0.00 2 3.00 0 0.00 0 2 -PP 3- 3 12.00 6.0 0.375 0.750 3.00 0.00 2 3.00 0 0.00 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VFF Top 1 0.2 5.7 0.0 5 0.4 10.8 0.0 0.000 0.358 0.00 2 -PP Top 5 0.4 -10.7 0.0 5 0.4 -10.7 0.0 0.000 0.355 0.00 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.250 F1 0.02 3.71 (a) G1 0.02100.00 0.188 F2 0.45 2.78 1 R 0.250 F1 0.02 3.71 0.250 F1 0.02 3.71 0.188 F2 0.45 2.78 2 L 0.250 F1 0.02 3.71 0.250 F1 0.08 3.71 0.188 F2 0.45 2.78 2 R 0.250 F1 0.02 3.71 0.250 F1 0.08 3.71 0.188 F2 0.45 2.78 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 5 - Dead+Collateral+Snow ================================================================================ 02510020 Frame 2 - Transverse Stiffeners 12/ 6/21 8:51am ================================================================================ No Stiffeners Required. ================================================================================ Page 176 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 02510020 Frame 2 - Flange Braces 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 50.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = GR_5 (0 Washers) Bolt Shear Stress = 24.00 ksi Flange Brace Force Inside flange, max of bending compression LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 2 1 2 L2x2x14 2 12.00 15.00 46.4 17.49 0.500 0.500 Clip Web 3 2 L2x2x14 2 12.00 15.00 46.4 17.49 0.500 0.500 Clip Web 4 2 L2x2x14 3 11.93 15.00 46.6 17.44 0.500 0.500 Clip Web DESIGN: ------- Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 2 1 62 0.08 0.05 0.03 0.03 0.02 3 64 0.17 0.09 0.07 0.07 0.04 4 64 0.14 0.08 0.05 0.05 0.03 LOAD COMBINATIONS: ------------------ 62 - 0.6Dead+0.6Wind_Right1 64 - 0.6Dead+0.6Wind_Right2 ================================================================================ 02510020 Frame 2 - Web To Flange Weld 12/ 6/21 8:51am ================================================================================ ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 5 0.3 6.2 57 0.188 F1 0.03 2.78 2 2 2 5 5 10.6 10.7 148 0.188 F1 0.77 2.78 2 3 3 12 5 10.6 10.7 148 0.188 F1 0.76 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow Page 177 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ 02510020 Frame 2 - Special Segments 12/ 6/21 8:51am ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 6.0 0.250 6.0 0.250 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 7 2.2 0.0 1.1 0.149 34.7 0.149 34.7 0.03 AISC G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 11.75 11.19 10.52 1.00 LOAD COMBINATIONS: ------------------ 7 - Dead+Collateral+Snow+Snow_Drift ================================================================================ 02510020 Frame 2 - Design Summary 12/ 6/21 8:51am ================================================================================ FRAME: ------ Id = 2 Type = BC Line Id = 2 3 4 5 Load Width= 20.00 UC Limit= 1.00 KL/R Limit= 200.00 MEMBERS: -------- -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Page 178 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 15.2 6.0 8.0 11.8 0.149 0.250 0.250 1 5 0.01 1 5 0.27 4 5 0.36 125 2 2 2 15.9 6.0 12.0 12.0 0.149 0.313 0.250 5 5 0.39 8 5 0.93 8 5 0.89 53 2 3 3 7.9 6.0 12.0 12.0 0.149 0.313 0.250 12 5 0.39 10 5 0.81 10 5 0.79 53 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5#- Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow_Drift 8 - Dead+Collateral+Snow+Snow_Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide_Snow 11 - Dead 12 - Dead 13 - Dead+Collateral+0.75Live 14 - Dead+Collateral+0.75Live 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+Collateral+0.75Snow+0.75Snow_Drift 18 - Dead+Collateral+0.75Snow+0.75Snow_Drift 19 - Dead+Collateral+0.75Snow+0.75Slide_Snow 20 - Dead+Collateral+0.75Snow+0.75Slide_Snow 21 - Dead+0.6Wind_Left1 22 - Dead+0.6Wind_Right1 23 - Dead+0.6Wind_Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Long1 26 - Dead-0.6Wind_Long1 27 - Dead+0.6Wind_Long2 28 - Dead-0.6Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Left1 30 - Dead+Collateral+0.75Live+0.45Wind_Right1 31 - Dead+Collateral+0.75Live+0.45Wind_Left2 32 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - Dead+Collateral+0.75Live+0.45Wind_Long1 34 - Dead+Collateral+0.75Live-0.45Wind_Long1 35 - Dead+Collateral+0.75Live+0.45Wind_Long2 36 - Dead+Collateral+0.75Live-0.45Wind_Long2 37 - Dead+Collateral+0.75Snow+0.45Wind_Left1 38 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow Page 179 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 40 - Dead+Collateral+0.75Snow+0.45Wind_Right1 41 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind_Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Slide_Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Long1 50 - Dead+Collateral+0.75Snow-0.45Wind_Long1 51 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Snow_Drift 52 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0.75Snow_Drift 53 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Slide_Snow 54 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0.75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind_Long2 56 - Dead+Collateral+0.75Snow-0.45Wind_Long2 57 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 58 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Snow_Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Slide_Snow 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1 63 - 0.6Dead+0.6Wind_Left2 64 - 0.6Dead+0.6Wind_Right2 65 - 0.6Dead+0.6Wind_Long1 66 - 0.6Dead-0.6Wind_Long1 67 - 0.6Dead+0.6Wind_Long2 68 - 0.6Dead-0.6Wind_Long2 69 - 1.05Dead+1.05Collateral+0.7Seismic_L 70 - 1.05Dead+1.05Collateral+0.7Seismic_R 71 - 1.05Dead+1.05Collateral+0.7Seismic_Long 72 - 1.05Dead+1.05Collateral-0.7Seismic_Long 73 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_L 74 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_R 75 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L 76 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R 77 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Snow_Drift 78 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Snow_Drift 79 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Slide_Snow 80 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Slide_Snow 81 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_Long 82 - 1.04Dead+1.04Collateral+0.75Live-0.53Seismic_Long 83 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long 84 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long 85 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Snow_Drift 86 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Snow_Drift 87 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Slide_Snow 88 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Slide_Snow 89 - 0.55Dead+0.7Seismic_L 90 - 0.55Dead+0.7Seismic_R 91 - 0.55Dead+0.7Seismic_Long 92 - 0.55Dead-0.7Seismic_Long 93 - Dead+Collateral+MIN_SNOW Page 180 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 94 - Dead+Collateral+MIN_SNOW 95 - Dead+Collateral+0.75MIN_SNOW 96 - Dead+Collateral+0.75MIN_SNOW 97 - Dead+Collateral+Live 98 - Dead+Collateral+Live 99 - Dead+Collateral 100 - Dead+Collateral 101 - Dead+Collateral+Snow 102 - Dead+Collateral+Snow 103 - Dead+Collateral+Snow+Snow_Drift 104 - Dead+Collateral+Snow+Snow_Drift 105 - Dead+Collateral+Snow+Slide_Snow 106 - Dead+Collateral+Snow+Slide_Snow 107 - Dead 108 - Dead 109 - Dead+Collateral+0.75Live 110 - Dead+Collateral+0.75Live 111 - Dead+Collateral+0.75Snow 112 - Dead+Collateral+0.75Snow 113 - Dead+Collateral+0.75Snow+0.75Snow_Drift 114 - Dead+Collateral+0.75Snow+0.75Snow_Drift 115 - Dead+Collateral+0.75Snow+0.75Slide_Snow 116 - Dead+Collateral+0.75Snow+0.75Slide_Snow 117 - Dead+0.51Wind_Left1 118 - Dead+0.51Wind_Right1 119 - Dead+0.51Wind_Left2 120 - Dead+0.51Wind_Right2 121 - Dead+0.51Wind_Long1 122 - Dead-0.51Wind_Long1 123 - Dead+0.51Wind_Long2 124 - Dead-0.51Wind_Long2 125 - Dead+Collateral+0.75Live+0.38Wind_Left1 126 - Dead+Collateral+0.75Live+0.38Wind_Right1 127 - Dead+Collateral+0.75Live+0.38Wind_Left2 128 - Dead+Collateral+0.75Live+0.38Wind_Right2 129 - Dead+Collateral+0.75Live+0.38Wind_Long1 130 - Dead+Collateral+0.75Live-0.38Wind_Long1 131 - Dead+Collateral+0.75Live+0.38Wind_Long2 132 - Dead+Collateral+0.75Live-0.38Wind_Long2 133 - Dead+Collateral+0.75Snow+0.38Wind_Left1 134 - Dead+Collateral+0.75Snow+0.38Wind_Left1+0.75Snow_Drift 135 - Dead+Collateral+0.75Snow+0.38Wind_Left1+0.75Slide_Snow 136 - Dead+Collateral+0.75Snow+0.38Wind_Right1 137 - Dead+Collateral+0.75Snow+0.38Wind_Right1+0.75Snow_Drift 138 - Dead+Collateral+0.75Snow+0.38Wind_Right1+0.75Slide_Snow 139 - Dead+Collateral+0.75Snow+0.38Wind_Left2 140 - Dead+Collateral+0.75Snow+0.38Wind_Left2+0.75Snow_Drift 141 - Dead+Collateral+0.75Snow+0.38Wind_Left2+0.75Slide_Snow 142 - Dead+Collateral+0.75Snow+0.38Wind_Right2 143 - Dead+Collateral+0.75Snow+0.38Wind_Right2+0.75Snow_Drift 144 - Dead+Collateral+0.75Snow+0.38Wind_Right2+0.75Slide_Snow 145 - Dead+Collateral+0.75Snow+0.38Wind_Long1 146 - Dead+Collateral+0.75Snow-0.38Wind_Long1 147 - Dead+Collateral+0.75Snow+0.38Wind_Long1+0.75Snow_Drift Page 181 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 148 - Dead+Collateral+0.75Snow-0.38Wind_Long1+0.75Snow_Drift 149 - Dead+Collateral+0.75Snow+0.38Wind_Long1+0.75Slide_Snow 150 - Dead+Collateral+0.75Snow-0.38Wind_Long1+0.75Slide_Snow 151 - Dead+Collateral+0.75Snow+0.38Wind_Long2 152 - Dead+Collateral+0.75Snow-0.38Wind_Long2 153 - Dead+Collateral+0.75Snow+0.38Wind_Long2+0.75Snow_Drift 154 - Dead+Collateral+0.75Snow-0.38Wind_Long2+0.75Snow_Drift 155 - Dead+Collateral+0.75Snow+0.38Wind_Long2+0.75Slide_Snow 156 - Dead+Collateral+0.75Snow-0.38Wind_Long2+0.75Slide_Snow 157 - 0.6Dead+0.51Wind_Left1 158 - 0.6Dead+0.51Wind_Right1 159 - 0.6Dead+0.51Wind_Left2 160 - 0.6Dead+0.51Wind_Right2 161 - 0.6Dead+0.51Wind_Long1 162 - 0.6Dead-0.51Wind_Long1 163 - 0.6Dead+0.51Wind_Long2 164 - 0.6Dead-0.51Wind_Long2 165 - 1.05Dead+1.05Collateral+0.7Seismic_L 166 - 1.05Dead+1.05Collateral+0.7Seismic_R 167 - 1.05Dead+1.05Collateral+0.7Seismic_Long 168 - 1.05Dead+1.05Collateral-0.7Seismic_Long 169 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_L 170 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_R 171 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L 172 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R 173 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Snow_Drift 174 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Snow_Drift 175 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Slide_Snow 176 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Slide_Snow 177 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_Long 178 - 1.04Dead+1.04Collateral+0.75Live-0.53Seismic_Long 179 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long 180 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long 181 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Snow_Drift 182 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Snow_Drift 183 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Slide_Snow 184 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Slide_Snow 185 - 0.55Dead+0.7Seismic_L 186 - 0.55Dead+0.7Seismic_R 187 - 0.55Dead+0.7Seismic_Long 188 - 0.55Dead-0.7Seismic_Long 189 - Dead+Collateral+MIN_SNOW 190 - Dead+Collateral+MIN_SNOW 191 - Dead+Collateral+0.75MIN_SNOW 192 - Dead+Collateral+0.75MIN_SNOW PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 78.6 260.0 12.0 0.250 1.2 10.0 2 80.3 260.0 12.0 0.250 1.2 10.0 Page 182 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 3 80.3 260.0 12.0 0.250 1.2 10.0 FRAME AREA: ---------- Frame Area= 38.15 Building Area= 447.92 Ratio= 0.09 WEIGHTS: -------- Member 1 2 3 ---------- ----- ----- ----- Weight (lb) 236 280 137 Total Weight (lb) Frame = 654 Splice Plate = 37 Base Plate = 7 -------- 698 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 0.21 6.57 0.00 0.00 -0.21 5.68 0.00 0.00 2 0.21 6.57 0.00 0.00 -0.21 5.68 0.00 0.00 3 0.04 1.30 0.00 0.00 -0.04 0.95 0.00 0.00 4 0.04 1.30 0.00 0.00 -0.04 0.95 0.00 0.00 5 0.40 12.36 0.00 0.00 -0.40 10.89 0.00 0.00 6 0.40 12.36 0.00 0.00 -0.40 10.89 0.00 0.00 7 0.40 12.36 0.00 0.00 -0.40 10.89 0.00 0.00 8 0.40 12.36 0.00 0.00 -0.40 10.89 0.00 0.00 9 0.40 12.36 0.00 0.00 -0.40 10.89 0.00 0.00 10 0.40 12.36 0.00 0.00 -0.40 10.89 0.00 0.00 11 0.03 1.03 0.00 0.00 -0.03 0.71 0.00 0.00 12 0.03 1.03 0.00 0.00 -0.03 0.71 0.00 0.00 13 0.17 5.25 0.00 0.00 -0.17 4.50 0.00 0.00 14 0.17 5.25 0.00 0.00 -0.17 4.50 0.00 0.00 15 0.31 9.60 0.00 0.00 -0.31 8.40 0.00 0.00 16 0.31 9.60 0.00 0.00 -0.31 8.40 0.00 0.00 17 0.31 9.60 0.00 0.00 -0.31 8.40 0.00 0.00 18 0.31 9.60 0.00 0.00 -0.31 8.40 0.00 0.00 19 0.31 9.60 0.00 0.00 -0.31 8.40 0.00 0.00 20 0.31 9.60 0.00 0.00 -0.31 8.40 0.00 0.00 21 0.00 0.17 0.00 0.00 0.50 -1.43 0.00 0.00 22 -0.08 -2.34 0.00 0.00 1.03 -1.60 0.00 0.00 23 0.07 2.52 0.00 0.00 -0.30 0.59 0.00 0.00 Page 183 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 24 -0.06 -1.43 0.00 0.00 1.01 -2.57 0.00 0.00 25 -0.05 -1.42 0.00 0.00 0.22 -1.45 1.02 0.00 26 -0.05 -1.42 0.00 0.00 0.22 -1.45 0.00 0.00 27 0.07 2.22 0.00 0.00 0.15 1.81 1.02 0.00 28 0.07 2.22 0.00 0.00 0.15 1.81 0.00 0.00 29 0.14 4.60 0.00 0.00 0.23 2.90 0.00 0.00 30 0.08 2.72 0.00 0.00 0.63 2.77 0.00 0.00 31 0.20 6.36 0.00 0.00 -0.37 4.41 0.00 0.00 32 0.10 3.41 0.00 0.00 0.62 2.04 0.00 0.00 33 0.10 3.41 0.00 0.00 0.02 2.88 0.76 0.00 34 0.10 3.41 0.00 0.00 0.02 2.88 0.00 0.00 35 0.20 6.14 0.00 0.00 -0.03 5.32 0.76 0.00 36 0.20 6.14 0.00 0.00 -0.03 5.32 0.00 0.00 37 0.28 8.95 0.00 0.00 0.09 6.80 0.00 0.00 38 0.28 8.95 0.00 0.00 0.09 6.80 0.00 0.00 39 0.28 8.95 0.00 0.00 0.09 6.80 0.00 0.00 40 0.23 7.07 0.00 0.00 0.48 6.67 0.00 0.00 41 0.23 7.07 0.00 0.00 0.48 6.67 0.00 0.00 42 0.23 7.07 0.00 0.00 0.48 6.67 0.00 0.00 43 0.34 10.71 0.00 0.00 -0.51 8.31 0.00 0.00 44 0.34 10.71 0.00 0.00 -0.51 8.31 0.00 0.00 45 0.34 10.71 0.00 0.00 -0.51 8.31 0.00 0.00 46 0.24 7.75 0.00 0.00 0.47 5.94 0.00 0.00 47 0.24 7.75 0.00 0.00 0.47 5.94 0.00 0.00 48 0.24 7.75 0.00 0.00 0.47 5.94 0.00 0.00 49 0.25 7.76 0.00 0.00 -0.12 6.78 0.76 0.00 50 0.25 7.76 0.00 0.00 -0.12 6.78 0.00 0.00 51 0.25 7.76 0.00 0.00 -0.12 6.78 0.76 0.00 52 0.25 7.76 0.00 0.00 -0.12 6.78 0.00 0.00 53 0.25 7.76 0.00 0.00 -0.12 6.78 0.76 0.00 54 0.25 7.76 0.00 0.00 -0.12 6.78 0.00 0.00 55 0.34 10.49 0.00 0.00 -0.17 9.23 0.76 0.00 56 0.34 10.49 0.00 0.00 -0.17 9.23 0.00 0.00 57 0.34 10.49 0.00 0.00 -0.17 9.23 0.76 0.00 58 0.34 10.49 0.00 0.00 -0.17 9.23 0.00 0.00 59 0.34 10.49 0.00 0.00 -0.17 9.23 0.76 0.00 60 0.34 10.49 0.00 0.00 -0.17 9.23 0.00 0.00 61 -0.02 -0.24 0.00 0.00 0.52 -1.71 0.00 0.00 62 -0.09 -2.75 0.00 0.00 1.04 -1.89 0.00 0.00 63 0.06 2.10 0.00 0.00 -0.29 0.31 0.00 0.00 64 -0.07 -1.84 0.00 0.00 1.02 -2.86 0.00 0.00 65 -0.07 -1.83 0.00 0.00 0.23 -1.74 1.02 0.00 66 -0.07 -1.83 0.00 0.00 0.23 -1.74 0.00 0.00 67 0.06 1.80 0.00 0.00 0.16 1.52 1.02 0.00 68 0.06 1.80 0.00 0.00 0.16 1.52 0.00 0.00 69 0.04 1.42 0.00 0.00 -0.71 0.94 0.00 0.00 70 0.04 1.31 0.00 0.00 0.63 1.06 0.00 0.00 71 0.04 1.46 0.00 0.00 -1.25 0.90 1.97 0.00 72 0.04 1.26 0.00 0.00 1.17 1.10 0.00 0.00 73 0.17 5.34 0.00 0.00 -0.68 4.50 0.00 0.00 74 0.17 5.26 0.00 0.00 0.34 4.58 0.00 0.00 75 0.09 3.05 0.00 0.00 -0.60 2.44 0.00 0.00 76 0.09 2.97 0.00 0.00 0.42 2.52 0.00 0.00 77 0.09 3.05 0.00 0.00 -0.60 2.44 0.00 0.00 Page 184 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 78 0.09 2.97 0.00 0.00 0.42 2.52 0.00 0.00 79 0.09 3.05 0.00 0.00 -0.60 2.44 0.00 0.00 80 0.09 2.97 0.00 0.00 0.42 2.52 0.00 0.00 81 0.17 5.38 0.00 0.00 -1.08 4.46 1.49 0.00 82 0.17 5.22 0.00 0.00 0.75 4.62 0.00 0.00 83 0.09 3.09 0.00 0.00 -1.01 2.40 1.49 0.00 84 0.09 2.93 0.00 0.00 0.83 2.56 0.00 0.00 85 0.09 3.09 0.00 0.00 -1.01 2.40 1.49 0.00 86 0.09 2.93 0.00 0.00 0.83 2.56 0.00 0.00 87 0.09 3.09 0.00 0.00 -1.01 2.40 1.49 0.00 88 0.09 2.93 0.00 0.00 0.83 2.56 0.00 0.00 89 0.02 0.62 0.00 0.00 -0.69 0.34 0.00 0.00 90 0.01 0.51 0.00 0.00 0.66 0.45 0.00 0.00 91 0.02 0.67 0.00 0.00 -1.23 0.29 1.97 0.00 92 0.01 0.46 0.00 0.00 1.20 0.49 0.00 0.00 93 0.21 6.56 0.00 0.00 -0.21 5.68 0.00 0.00 94 0.21 6.56 0.00 0.00 -0.21 5.68 0.00 0.00 95 0.17 5.25 0.00 0.00 -0.16 4.50 0.00 0.00 96 0.17 5.25 0.00 0.00 -0.16 4.50 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 97 0.00 0.00 -0.77 98 0.00 0.00 -0.77 99 0.00 0.00 -0.13 100 0.00 0.00 -0.13 101 0.00 0.00 -1.48 102 0.00 0.00 -1.48 103 0.00 0.00 -1.48 104 0.00 0.00 -1.48 105 0.00 0.00 -1.48 106 0.00 0.00 -1.48 107 0.00 0.00 -0.10 108 0.00 0.00 -0.10 109 0.00 0.00 -0.61 110 0.00 0.00 -0.61 111 0.00 0.00 -1.14 112 0.00 0.00 -1.14 113 0.00 0.00 -1.14 114 0.00 0.00 -1.14 115 0.00 0.00 -1.14 116 0.00 0.00 -1.14 117 0.00 0.00 0.08 118 0.00 0.00 0.22 119 0.00 0.00 -0.16 120 0.00 0.00 0.23 121 0.00 0.00 0.16 122 0.00 0.00 0.16 Page 185 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 123 0.00 0.00 -0.22 124 0.00 0.00 -0.22 125 0.00 0.00 -0.48 126 0.00 0.00 -0.37 127 0.00 0.00 -0.66 128 0.00 0.00 -0.36 129 0.00 0.00 -0.42 130 0.00 0.00 -0.42 131 0.00 0.00 -0.71 132 0.00 0.00 -0.71 133 0.00 0.00 -1.01 134 0.00 0.00 -1.01 135 0.00 0.00 -1.01 136 0.00 0.00 -0.90 137 0.00 0.00 -0.90 138 0.00 0.00 -0.90 139 0.00 0.00 -1.19 140 0.00 0.00 -1.19 141 0.00 0.00 -1.19 142 0.00 0.00 -0.89 143 0.00 0.00 -0.89 144 0.00 0.00 -0.89 145 0.00 0.00 -0.95 146 0.00 0.00 -0.95 147 0.00 0.00 -0.95 148 0.00 0.00 -0.95 149 0.00 0.00 -0.95 150 0.00 0.00 -0.95 151 0.00 0.00 -1.24 152 0.00 0.00 -1.24 153 0.00 0.00 -1.24 154 0.00 0.00 -1.24 155 0.00 0.00 -1.24 156 0.00 0.00 -1.24 157 0.00 0.00 0.12 158 0.00 0.00 0.26 159 0.00 0.00 -0.12 160 0.00 0.00 0.27 161 0.00 0.00 0.20 162 0.00 0.00 0.20 163 0.00 0.00 -0.19 164 0.00 0.00 -0.19 165 0.00 0.00 -0.14 166 0.00 0.00 -0.14 167 0.00 0.00 -0.14 168 0.00 0.00 -0.14 169 0.00 0.00 -0.62 170 0.00 0.00 -0.62 171 0.00 0.00 -0.34 172 0.00 0.00 -0.34 173 0.00 0.00 -0.34 174 0.00 0.00 -0.34 175 0.00 0.00 -0.34 176 0.00 0.00 -0.34 Page 186 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 177 0.00 0.00 -0.62 178 0.00 0.00 -0.62 179 0.00 0.00 -0.34 180 0.00 0.00 -0.34 181 0.00 0.00 -0.34 182 0.00 0.00 -0.34 183 0.00 0.00 -0.34 184 0.00 0.00 -0.34 185 0.00 0.00 -0.05 186 0.00 0.00 -0.05 187 0.00 0.00 -0.05 188 0.00 0.00 -0.05 189 0.00 0.00 -0.77 190 0.00 0.00 -0.77 191 0.00 0.00 -0.61 192 0.00 0.00 -0.61 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 97 77263 99999 388 98 77263 99999 388 99 99999 99999 2318 100 99999 99999 2318 101 40589 99999 203 102 40589 99999 203 103 40589 99999 203 104 40589 99999 203 105 40589 99999 203 106 40589 99999 203 107 99999 99999 3098 108 99999 99999 3098 109 97225 99999 491 110 97225 99999 491 111 52478 99999 263 112 52478 99999 263 113 52478 99999 263 114 52478 99999 263 115 52478 99999 263 116 52478 99999 263 117 99999 99999 3683 118 99999 99999 1375 119 99999 99999 1833 120 99999 99999 1283 121 99999 99999 1850 122 99999 99999 1850 123 99999 99999 1334 124 99999 99999 1334 125 99999 99999 628 Page 187 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 126 99999 99999 800 127 73841 99999 453 128 99999 99999 826 129 99999 99999 720 130 99999 99999 720 131 89753 99999 424 132 89753 99999 424 133 59858 99999 298 134 59858 99999 298 135 59858 99999 298 136 89909 99999 331 137 89909 99999 331 138 89909 99999 331 139 44817 99999 252 140 44817 99999 252 141 44817 99999 252 142 77288 99999 336 143 77288 99999 336 144 77288 99999 336 145 65876 99999 317 146 65876 99999 317 147 65876 99999 317 148 65876 99999 317 149 65876 99999 317 150 65876 99999 317 151 50221 99999 242 152 50221 99999 242 153 50221 99999 242 154 50221 99999 242 155 50221 99999 242 156 50221 99999 242 157 99999 99999 2496 158 99999 99999 1167 159 99999 99999 2402 160 99999 99999 1101 161 99999 99999 1493 162 99999 99999 1493 163 99999 99999 1612 164 99999 99999 1612 165 99999 99999 2207 166 99999 99999 2209 167 99999 99999 2206 168 99999 99999 2210 169 75970 99999 487 170 99999 99999 487 171 99999 99999 890 172 99999 99999 891 173 99999 99999 890 174 99999 99999 891 175 99999 99999 890 176 99999 99999 891 177 64948 99999 486 178 99999 99999 487 179 92829 99999 890 Page 188 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 180 99999 99999 891 181 92829 99999 890 182 99999 99999 891 183 92829 99999 890 184 99999 99999 891 185 99999 99999 5624 186 99999 99999 5641 187 99999 99999 5618 188 99999 99999 5647 189 77402 99999 389 190 77402 99999 389 191 97390 99999 491 192 97390 99999 491 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -1.35 223. 180. Horizontal Drift 101 0.00 40589. 60. Horizontal Total 101 0.00 40589. 60. Horizontal Spring Constant=1997.4 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0003 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 5 0.00 0.00 1.00 ================================================================================ 02510020 Frame 2 - Rigid Frame Clearances 12/ 6/21 8:51am ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 172.53 20.24 172.53 Right 219.43 300.00 219.43 Midspan 203.94 208.69 203.94 Page 189 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 279.75 20.25 300.00 ================================================================================ 02510020 Frame 2 - Weight Summary 12/ 6/21 8:51am ================================================================================ Total Weight (lb) Frame = 654 Splice Plate = 37 Base Plate = 7 -------- 698 ================================================================================ 02510020 Frame 2 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 190 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *=============================================================================== *02510020 Rigid Frame Design Input 12/ 3/21 11:50am *=============================================================================== *( 1)JOBID: '02510020' *( 2)FRAME DESIGN OPTIONS: *--Frame- -------Frame_Space------- Section Splice Web_Stiffener P *Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta 3 'BCE' 10.4600 10.4600 10.4600 5.0000 0.00 'Y' 1.00 'Y ' 'DA' *( 3)OPTIMIZATION OPTIONS: *Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt * Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max 'N' 'N' 'N' 'T ' 8.00 72.00 'T ' 8.00 84.00 'T ' 12.00 72.00 *( 4)DESIGN CODE: *Design ---Steel_Code--- ---Build--- Code Seismic * Code Cold Hot Country Code Year Label Zone 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' '18' 'IBC 18 ' 'D ' *( 5)DESIGN CONSTANTS: * ---Strength_Factor--- * ----Stress_Ratio---- ---Seismic--- * Frame Col EP BP Wind Frame SpcEP 1.00 1.00 1.00 1.00 1.0000 1.0000 1.0000 *( 6)STEEL YIELDS: * Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP 55.0 55.0 55.0 55.0 50.0 36.0 46.0 50.0 55.0 55.0 *( 7)DEFLECTION LIMITS: * --Vertical-- -------Horizontal------- -Weak_Axis- * Live Total Total Seis Crane Floor Wind Seis 180.0 0.0 60.0 65.0 0.0 0.0 60.0 65.0 *( 8)REPORTS: * Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag * Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace 'I' 'Y' 'Y' 'Y' 'Y' 'N' 'N' 'N' 'N' 'N' 'N' 'N' *( 9)SURFACE SHAPE: * No. X_Coord Y_Coord Offset 3 0.0000 15.8333 8.000 25.0000 20.0000 8.000 25.0000 0.0000 0.000 *(10)MEMBER DEPTHS: *Surf ----Depth---- No. --Interior_Depth- * Id Start End Dep Locate Depth 1 8.000 11.750 0 Page 191 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 12.000 12.000 1 17.3449 12.000 *(11)MEMBER SPLICES: *Surf * Id No. Locate Type 1 0 2 2 0.0000 'VFF ' 25.3448 '-FF ' *(12)SEGMENT PLATES: * Surf Mem ---Segment-- Member Flange ----Plate_Thickness--- *No. Id Id Id Length Part Width Web OS_Flg IS_Flg 3 1 1 1 0.0000 '--------' 6.000 0.1495 0.2500 0.2500 2 2 2 0.0000 '--------' 6.000 0.1495 0.3125 0.2500 2 3 3 0.0000 '--------' 6.000 0.1495 0.3125 0.2500 *(13)INTERIOR COLUMNS: * --------Column------- Cap Rafter Unbrace_Length ----Column--- * No. Id Typ Rot Locate Conn Opt Major Minor Set Part 0 *(14)INTERIOR COLUMN PLATES: * -Column- -----Depth---- No. Start ---Web_Depth-- Web Flg --Thickness-- * Id Shape Min Max Mem Locate Start End Thick Width OS_Flg IS_Flg *(15)INTERIOR COLUMN SPLICES: * Col * No. Id Id Locate Type 0 *(16)BASE & WALL OPTIONS: *----------Base---------- Open Brace * Id Conn Opt Elev Height Opt 1 'P ' '-' 0.0000 0.0000 '-' Left Column 2 'P ' '-' 0.0000 20.0000 '-' Right Column *(17)BASE DISPLACEMENT: *Base * Id Opt Dir Displace 0 '-' '-' 0.000 *(18)BASE SPRINGS: * Base --Spring_Constants-- * No. Id Elev Horz Vert Rotate 0 *(19)WALL GIRT: *Surf Bay * Id Type Part Depth Proj Lap Id No. Locate Type 1 'ZB' 'W6x15 ' 8.000 0.000 0.0000 1 0 *(20)ROOF PURLIN: *Surf * Id Type Part Depth Proj Lap Page 192 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 2 'ZB' '8x25Z12 ' 8.000 0.000 2.6042 *(21)ROOF PURLIN LOCATION: *Surf Peak * Id Space No. Locate 2 1.0000 5 4.7579 9.6268 14.4958 19.3648 24.2337 *(22)FLANGE BRACE: *Surf Locate Side * Id No. Id Opt 1 0 2 3 1 'L' 3 'L' 4 'L' *(23)COLUMN ADDITIONAL BRACE LOCATIONS: * Col -Minor- *No. Id Height Major Out In 0 *(24)EXTENSIONS: *Surf ----Horizontal_Size---- -----Vertical_Size----- Load * Id No. Id Type Opt Elev Width Slope Elev Height Slope Width 1 0 3 0 *(25)BASIC LOADS: * ---Deflection--- * Dead Collat Live Snow Rain Basic Load_Ratio Temperature * Load Load Load Load Load Wind Snow Wind Seis Change 2.15 1.00 20.00 42.00 0.0 17.69 1.00 0.51 1.00 0.0 *(26)BASIC LOADS AT EAVE: *Seismic Weak_Axis_L Weak_Axis_R --Torsion-- --EW_Brace- --Extension-- -Additional- * Load Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis Wind Seis 0.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 *(27)WIND COEFFICIENT: *Surf --Wind_1--- --Wind_2--- Long_Wind Surface * Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.04 -0.87 0.77 -1.53 -1.02 0.43 0.00 *(28)LONGITUDINAL BRACING LOAD: *----Wind----- ---Seismic--- * Horz Vert Horz Vert 0.00 0.00 0.00 0.00 Left Column 0.00 0.00 0.00 0.00 Right Column *(29)DESIGN LOADS:Strength * --------------------Load_Coefficients------------------- Page 193 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 96 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 3 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 4 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 5 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 7 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 8 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 9 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 10 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 11 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 12 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 13 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 15 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 16 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 17 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 18 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 19 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 20 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 21 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 22 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 23 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 24 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 25 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 Page 194 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 26 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 27 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 28 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 29 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 30 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 31 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 32 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 33 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 34 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 35 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 36 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 37 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 38 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 39 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 40 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 41 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 42 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 43 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 44 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 45 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 46 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 47 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 48 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.00 0 0.00 49 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 50 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 51 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 52 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 Page 195 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 53 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0 0.00 54 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0.00 0 0.00 55 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 56 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 57 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 58 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 59 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.00 0 0.00 60 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.45 0.00 0.00 0.00 0 0.00 61 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 62 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 63 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 64 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0.00 0 0.00 65 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0.00 0 0.00 66 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0.00 0 0.00 67 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00 0 0.00 68 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.60 0.00 0.00 0.00 0 0.00 69 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 70 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 71 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 72 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 73 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 74 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 75 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 76 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 77 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 78 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 79 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 Page 196 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 80 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 81 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 82 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 83 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 84 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 85 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 86 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 87 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 88 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 89 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 90 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 91 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 92 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 93 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 94 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 95 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 96 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 *(30)DESIGN LOADS:Deflection * --------------------Load_Coefficients------------------- * ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 96 97 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 98 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 99 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 100 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 101 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 102 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 Page 197 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 103 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 104 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 105 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 106 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 107 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 108 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 109 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 110 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 111 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 112 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 113 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 114 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 115 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 116 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 117 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 118 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 119 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 120 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 121 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 122 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 123 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 124 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 125 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 126 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 127 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 128 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 129 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 Page 198 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 130 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 131 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 132 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 133 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 134 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 135 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 136 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 137 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 138 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 139 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 140 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 141 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 142 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 143 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 144 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0 0.00 145 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 146 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 147 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 148 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 149 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0 0.00 150 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0.00 0 0.00 151 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 152 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 153 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 154 1.00 1.00 0.00 0.00 0.75 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 155 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 156 1.00 1.00 0.00 0.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 -0.75 0.00 0.00 0.00 0 0.00 Page 199 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 157 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 158 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 159 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 160 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 161 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 162 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0.00 0 0.00 163 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 164 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0.00 0.00 0.00 0 0.00 165 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 166 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 167 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 168 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 169 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 170 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 171 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 172 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 173 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 174 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 175 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0 0.00 176 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0 0.00 177 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 178 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 179 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 180 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 181 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 182 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 183 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.53 0.00 0.00 0 0.00 Page 200 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 184 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.53 0.00 0.00 0 0.00 185 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0 0.00 186 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0 0.00 187 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 0.00 0 0.00 188 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 0.00 0 0.00 189 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 190 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 191 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 192 1.00 1.00 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 0.75 *(31)DESIGN LOADS:Special * --------------------Load_Coefficients------------------- *Load ---Live--- -Add_Snow- --Wind_1-- --Wind_2-- Long_Wind -Seismic-- Aux_Load *No. Id Use Code Dead Coll Roof Floor Snow Drift Slide Rain Lt Rt Lt Rt 1 2 Long Tran Temp Id Coeff 12 193 'EP' '---------' 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 0.00 0 0.00 194 'EP' '---------' 1.05 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.61 0.00 0 0.00 195 'EP' '---------' 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 196 'EP' '---------' 1.04 1.04 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 197 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 198 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 199 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 200 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 201 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.21 0.00 0 0.00 202 'EP' '---------' 1.04 1.04 0.00 0.00 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.21 0.00 0 0.00 203 'EP' '---------' 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.61 0.00 0 0.00 204 'EP' '---------' 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.61 0.00 0 0.00 *(32)AUXILIARY LOAD: * Aux No._Add Add_Comb Page 201 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *No. Id Name Loads Id Coeff 1 1 'MIN_SNOW ' 1 1 1.00 *(33)ADDITIONAL LOADS: * Add Loc Basic Load Fx Fy Mom Dx Dy .. Conc *No. Id Id Load Type W1 W2 Co Dl1 Dl2 .. Dist 1 1 2 'U_SNOW ' 'D ' -0.204 -0.204 0.167 0.0000 25.3448 *(34)FLOOR BEAMS: * Bay Con_Type Con_Loc --Properties-- * Id No. Id Height Lt Rt Lt Rt Area Ixx 1 0 *(35)DIAGONAL BRACING: *Bay * Id No. Id Level Opt Area 1 0 *(36)CRANE BRACKET: *Crane Span Crane Crane ----Beam---- ----Offset---- -----Bracket------ Col_Sup *No Id Lt Rt Type Height Depth Width Left Right Type Opt Select Lt Rt Load 0 *(37)FRAME OPTIONS/FRAME LINES: *Moment Frame Frame No. *Frame Option Option_Id Line Frame_Line_Id 'OMF' '-' ' ' 1 6 *(38)DESIGN PLATES: * ----Plate--- --Plate_Size- Bolt Bolt ----Top--- --Bottom-- Bolt *No. Type Id Width Thick Dia Gage Row Space Row Space Gage2 0 *(39)SPECIAL FAB DATA * Piece *No. Id Key 0 *(40)ENDWALL COLUMNS: *Wall Expand_EW Max_Deflect * Id Use Offset No. Locate Offset Option Down Up 1 'Y ' 4.000 0 3 'Y ' 4.000 0 *(41)JACK BEAMS: * Spring_Constant *No. Id Offset Height Length Part Horz Vert 0 Page 202 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 *(42)LINER: *---Wall_Height--- * F_SW B_SW Roof 0.0000 0.0000 'N' *(43)STEPPED LOAD COEFFICIENTS: * Basic Loc No. ----Step_1--- ----Step_2--- ----Step_3--- *No. Load Id Step Locate Coef Locate Coef Locate Coef 4 'WINDL1 ' 2 2 12.6724 1.000 25.3448 27.262 'WINDR1 ' 2 2 12.6724 1.462 25.3448 1.000 'WINDL2 ' 2 2 12.6724 1.000 25.3448 -0.332 'WINDR2 ' 2 2 12.6724 0.414 25.3448 1.000 *(44)ADDITIONAL COLUMNS: *No. Id Type Rot Opt Part Elev 0 *(45)DESIGN CODE OPTIONS: *No. Event Condition 0 *AUXILIARY LOAD DESCRIPTIONS: * Aux * Id Description * 1 Minimum snow load * *ADDITIONAL LOAD DESCRIPTIONS: * Add * Id Description * 1 Minimum snow load surface2 * * Code files used: * IBC.18N * RF_IBC.18N Version 4.0 * *DS_RFDEP.Siz *Surface Span --Required- -----------Selected---------- * Id Id Type Span Type Span #Depth #Splice * 1 1 W 15.8 W 60.0 0 0 * 2 1 S 25.0 S 25.0 1 0 ================================================================================ 02510020 Frame 3 - Design Code 12/ 6/21 8:51am ================================================================================ STRUCTURAL CODE: ---------------- Design Basis : WS - Working Stress Hot Rolled Steel : AISC16 Cold Formed Steel : NAUS16 BUILDING CODE: -------------- Wind Code : IBC 18 Page 203 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Seismic Zone : D MODULUS OF ELASTICITY: ---------------------- Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) ================================================================================ 02510020 Frame 3 - Base Plates and Anchor Bolt 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Base Plate Yield = 55.00 (ksi ) Concrete Bearing = 1.05 (ksi ) Bolt Type = GR36 Bolt Shear Stress = 13.05 (ksi ) Bolt Tension Stress = 21.75 (ksi ) BASE PLATE & BOLT SIZE: ----------------------- ---Column_Base(in)--- --Plate_Size(in)-- --Bolts(GR36 )- -Shear(k )- Req Req Id Typ Depth Elev Width Length Thick Row Dia Gage Limit UC Thick Dia ----- --- ----- ----- ----- ------ ----- --- ----- ---- ----- ----- ----- ----- Left P 8.5 0.0 6.0 8.50 0.500 2 0.750 3.00 2.1 0.01 0.141 0.159 BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension Column -Max_Comp- Tens Shear -Max_Shear Shear Tens Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) ------ --- ------ --- ------ ------ --- ------ --- ------ ------ Left 5 6.7 62 -1.3 0.0 5 0.2 62 0.0 -1.3 WELDS: ------ Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- Base Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Left 0.250 F1 0.11 3.71 0.250 F1 0.11 3.71 0.188 F2 0.01 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow 62 - 0.6Dead+0.6Wind_Right1 ================================================================================ Page 204 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 02510020 Frame 3 - Bolted-End-Plates 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VFF 1- 2 12.00 6.0 0.375 0.750 3.00 0.00 2 3.00 0 0.00 0 2 -PP 3- 3 12.00 6.0 0.375 0.750 3.00 0.00 2 3.00 0 0.00 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VFF Top 1 0.1 3.1 0.0 5 0.2 5.8 0.0 0.000 0.261 0.00 2 -PP Top 5 0.2 -5.7 0.0 5 0.2 -5.7 0.0 0.000 0.259 0.00 WELDS: ------ Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- 1 L 0.250 F1 0.01 3.71 (a) G1 0.01100.00 0.188 F2 0.24 2.78 1 R 0.250 F1 0.01 3.71 0.250 F1 0.01 3.71 0.188 F2 0.24 2.78 2 L 0.250 F1 0.02 3.71 0.250 F1 0.04 3.71 0.188 F2 0.24 2.78 2 R 0.250 F1 0.02 3.71 0.250 F1 0.04 3.71 0.188 F2 0.24 2.78 (a)Full penetration groove weld LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 5 - Dead+Collateral+Snow ================================================================================ 02510020 Frame 3 - Transverse Stiffeners 12/ 6/21 8:51am ================================================================================ No Stiffeners Required. ================================================================================ Page 205 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 02510020 Frame 3 - Flange Braces 12/ 6/21 8:51am ================================================================================ DESIGN CONSTANTS: ----------------- Flange Brace Yield = 50.00 ksi Girt/Purlin Yield = 55.00 ksi Flange Brace Bolt = GR_5 (0 Washers) Bolt Shear Stress = 24.00 ksi Flange Brace Force Inside flange, max of bending compression LAYOUT: ------- Surf Seg Web Brace Angle Design -----Bolt_Dia----- --Attachment- Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame Purlin Ref ---- --- ---- -------- --- ----- ------ ----- ------ ----- ------ ----- ------ ------ ----- 2 1 1 L2x2x14 2 12.00 15.00 46.4 17.49 0.500 0.500 Clip Web 3 1 L2x2x14 2 12.00 15.00 46.4 17.49 0.500 0.500 Clip Web 4 1 L2x2x14 3 11.93 15.00 46.6 17.44 0.500 0.500 Clip Web DESIGN: ------- Surf Load Force -Brace_UC- ---Connection_UC--- Id Loc Id (k ) Comp Tens Frame Purlin Clip ---- --- ---- ----- ---- ---- ----- ------ ---- 2 1 62 0.08 0.05 0.03 0.03 0.02 3 64 0.17 0.09 0.07 0.07 0.05 4 64 0.14 0.08 0.06 0.05 0.04 LOAD COMBINATIONS: ------------------ 62 - 0.6Dead+0.6Wind_Right1 64 - 0.6Dead+0.6Wind_Right2 ================================================================================ 02510020 Frame 3 - Web To Flange Weld 12/ 6/21 8:51am ================================================================================ ---Web_Flange_Weld--- Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit ---- --- --- --- ---- ----- ----- ------ ----- --- ----- ----- 1 1 1 1 5 0.1 6.2 57 0.188 F1 0.02 2.78 2 2 2 5 5 5.7 10.7 148 0.188 F1 0.41 2.78 2 3 3 12 5 5.6 10.7 148 0.188 F1 0.41 2.78 LOAD COMBINATIONS: ------------------ 5 - Dead+Collateral+Snow Page 206 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ 02510020 Frame 3 - Special Segments 12/ 6/21 8:51am ================================================================================ FLANGE PLATE: ---------------- --Initial-- ---Final--- Width Thick Width Thick Locate (in) (in) (in) (in) ------ ----- ----- ----- ----- Lt Col 6.0 0.250 6.0 0.250 WEB PLATE: ---------- Calc ---Initial-- ------Final------ ------Actions----- Web Web Shear Web Shear Axial Moment Shear Thick Limit Thick Limit Locate Id (k ) (f-k ) (k ) (in) (k ) (in) (k ) UC Note ------ --- ----- ------ ----- ----- ----- ----- ----- ---- ------------- Lt Col 6 1.2 0.0 0.6 0.149 34.7 0.149 34.7 0.02 AISC G2-1 REQUIRED WEB DESIGN: -------------------- Locate h av Kv Cv ------ ----- ----- ----- ----- Lt Col 11.75 11.19 10.52 1.00 LOAD COMBINATIONS: ------------------ 6 - Dead+Collateral+Snow ================================================================================ 02510020 Frame 3 - Design Summary 12/ 6/21 8:51am ================================================================================ FRAME: ------ Id = 3 Type = BC Line Id = 6 Load Width= 10.46 UC Limit= 1.00 KL/R Limit= 200.00 MEMBERS: -------- -----Max_Axial+Moment---- Srf Mem Seg --Flange- Web_Depth -Plate_Thickness- --Max_Shear- ----O-Flg--- ----I-Flg--- Max Id Id Id Len Wid Strt End Web O-flg I-flg Id Ld Ucv Id Ld Uco Id Ld Page 207 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 Uci KL/R --- --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- ---- 1 1 1 15.2 6.0 8.0 11.8 0.149 0.250 0.250 1 5 0.01 1 5 0.15 4 5 0.12 125 2 2 2 15.9 6.0 12.0 12.0 0.149 0.313 0.250 5 5 0.21 8 5 0.49 8 5 0.47 53 2 3 3 7.9 6.0 12.0 12.0 0.149 0.313 0.250 12 5 0.21 10 5 0.43 10 5 0.42 53 LOAD COMBINATIONS: ------------------ #- Controlling Load Combination In Design Summary 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 3 - Dead+Collateral 4 - Dead+Collateral 5#- Dead+Collateral+Snow 6 - Dead+Collateral+Snow 7 - Dead+Collateral+Snow+Snow_Drift 8 - Dead+Collateral+Snow+Snow_Drift 9 - Dead+Collateral+Snow+Slide_Snow 10 - Dead+Collateral+Snow+Slide_Snow 11 - Dead 12 - Dead 13 - Dead+Collateral+0.75Live 14 - Dead+Collateral+0.75Live 15 - Dead+Collateral+0.75Snow 16 - Dead+Collateral+0.75Snow 17 - Dead+Collateral+0.75Snow+0.75Snow_Drift 18 - Dead+Collateral+0.75Snow+0.75Snow_Drift 19 - Dead+Collateral+0.75Snow+0.75Slide_Snow 20 - Dead+Collateral+0.75Snow+0.75Slide_Snow 21 - Dead+0.6Wind_Left1 22 - Dead+0.6Wind_Right1 23 - Dead+0.6Wind_Left2 24 - Dead+0.6Wind_Right2 25 - Dead+0.6Wind_Long1 26 - Dead-0.6Wind_Long1 27 - Dead+0.6Wind_Long2 28 - Dead-0.6Wind_Long2 29 - Dead+Collateral+0.75Live+0.45Wind_Left1 30 - Dead+Collateral+0.75Live+0.45Wind_Right1 31 - Dead+Collateral+0.75Live+0.45Wind_Left2 32 - Dead+Collateral+0.75Live+0.45Wind_Right2 33 - Dead+Collateral+0.75Live+0.45Wind_Long1 34 - Dead+Collateral+0.75Live-0.45Wind_Long1 35 - Dead+Collateral+0.75Live+0.45Wind_Long2 36 - Dead+Collateral+0.75Live-0.45Wind_Long2 37 - Dead+Collateral+0.75Snow+0.45Wind_Left1 38 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Snow_Drift 39 - Dead+Collateral+0.75Snow+0.45Wind_Left1+0.75Slide_Snow Page 208 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 40 - Dead+Collateral+0.75Snow+0.45Wind_Right1 41 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Snow_Drift 42 - Dead+Collateral+0.75Snow+0.45Wind_Right1+0.75Slide_Snow 43 - Dead+Collateral+0.75Snow+0.45Wind_Left2 44 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift 45 - Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Slide_Snow 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 47 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Snow_Drift 48 - Dead+Collateral+0.75Snow+0.45Wind_Right2+0.75Slide_Snow 49 - Dead+Collateral+0.75Snow+0.45Wind_Long1 50 - Dead+Collateral+0.75Snow-0.45Wind_Long1 51 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Snow_Drift 52 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0.75Snow_Drift 53 - Dead+Collateral+0.75Snow+0.45Wind_Long1+0.75Slide_Snow 54 - Dead+Collateral+0.75Snow-0.45Wind_Long1+0.75Slide_Snow 55 - Dead+Collateral+0.75Snow+0.45Wind_Long2 56 - Dead+Collateral+0.75Snow-0.45Wind_Long2 57 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Snow_Drift 58 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Snow_Drift 59 - Dead+Collateral+0.75Snow+0.45Wind_Long2+0.75Slide_Snow 60 - Dead+Collateral+0.75Snow-0.45Wind_Long2+0.75Slide_Snow 61 - 0.6Dead+0.6Wind_Left1 62 - 0.6Dead+0.6Wind_Right1 63 - 0.6Dead+0.6Wind_Left2 64 - 0.6Dead+0.6Wind_Right2 65 - 0.6Dead+0.6Wind_Long1 66 - 0.6Dead-0.6Wind_Long1 67 - 0.6Dead+0.6Wind_Long2 68 - 0.6Dead-0.6Wind_Long2 69 - 1.05Dead+1.05Collateral+0.7Seismic_L 70 - 1.05Dead+1.05Collateral+0.7Seismic_R 71 - 1.05Dead+1.05Collateral+0.7Seismic_Long 72 - 1.05Dead+1.05Collateral-0.7Seismic_Long 73 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_L 74 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_R 75 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L 76 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R 77 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Snow_Drift 78 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Snow_Drift 79 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Slide_Snow 80 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Slide_Snow 81 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_Long 82 - 1.04Dead+1.04Collateral+0.75Live-0.53Seismic_Long 83 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long 84 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long 85 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Snow_Drift 86 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Snow_Drift 87 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Slide_Snow 88 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Slide_Snow 89 - 0.55Dead+0.7Seismic_L 90 - 0.55Dead+0.7Seismic_R 91 - 0.55Dead+0.7Seismic_Long 92 - 0.55Dead-0.7Seismic_Long 93 - Dead+Collateral+MIN_SNOW Page 209 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 94 - Dead+Collateral+MIN_SNOW 95 - Dead+Collateral+0.75MIN_SNOW 96 - Dead+Collateral+0.75MIN_SNOW 97 - Dead+Collateral+Live 98 - Dead+Collateral+Live 99 - Dead+Collateral 100 - Dead+Collateral 101 - Dead+Collateral+Snow 102 - Dead+Collateral+Snow 103 - Dead+Collateral+Snow+Snow_Drift 104 - Dead+Collateral+Snow+Snow_Drift 105 - Dead+Collateral+Snow+Slide_Snow 106 - Dead+Collateral+Snow+Slide_Snow 107 - Dead 108 - Dead 109 - Dead+Collateral+0.75Live 110 - Dead+Collateral+0.75Live 111 - Dead+Collateral+0.75Snow 112 - Dead+Collateral+0.75Snow 113 - Dead+Collateral+0.75Snow+0.75Snow_Drift 114 - Dead+Collateral+0.75Snow+0.75Snow_Drift 115 - Dead+Collateral+0.75Snow+0.75Slide_Snow 116 - Dead+Collateral+0.75Snow+0.75Slide_Snow 117 - Dead+0.51Wind_Left1 118 - Dead+0.51Wind_Right1 119 - Dead+0.51Wind_Left2 120 - Dead+0.51Wind_Right2 121 - Dead+0.51Wind_Long1 122 - Dead-0.51Wind_Long1 123 - Dead+0.51Wind_Long2 124 - Dead-0.51Wind_Long2 125 - Dead+Collateral+0.75Live+0.38Wind_Left1 126 - Dead+Collateral+0.75Live+0.38Wind_Right1 127 - Dead+Collateral+0.75Live+0.38Wind_Left2 128 - Dead+Collateral+0.75Live+0.38Wind_Right2 129 - Dead+Collateral+0.75Live+0.38Wind_Long1 130 - Dead+Collateral+0.75Live-0.38Wind_Long1 131 - Dead+Collateral+0.75Live+0.38Wind_Long2 132 - Dead+Collateral+0.75Live-0.38Wind_Long2 133 - Dead+Collateral+0.75Snow+0.38Wind_Left1 134 - Dead+Collateral+0.75Snow+0.38Wind_Left1+0.75Snow_Drift 135 - Dead+Collateral+0.75Snow+0.38Wind_Left1+0.75Slide_Snow 136 - Dead+Collateral+0.75Snow+0.38Wind_Right1 137 - Dead+Collateral+0.75Snow+0.38Wind_Right1+0.75Snow_Drift 138 - Dead+Collateral+0.75Snow+0.38Wind_Right1+0.75Slide_Snow 139 - Dead+Collateral+0.75Snow+0.38Wind_Left2 140 - Dead+Collateral+0.75Snow+0.38Wind_Left2+0.75Snow_Drift 141 - Dead+Collateral+0.75Snow+0.38Wind_Left2+0.75Slide_Snow 142 - Dead+Collateral+0.75Snow+0.38Wind_Right2 143 - Dead+Collateral+0.75Snow+0.38Wind_Right2+0.75Snow_Drift 144 - Dead+Collateral+0.75Snow+0.38Wind_Right2+0.75Slide_Snow 145 - Dead+Collateral+0.75Snow+0.38Wind_Long1 146 - Dead+Collateral+0.75Snow-0.38Wind_Long1 147 - Dead+Collateral+0.75Snow+0.38Wind_Long1+0.75Snow_Drift Page 210 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 148 - Dead+Collateral+0.75Snow-0.38Wind_Long1+0.75Snow_Drift 149 - Dead+Collateral+0.75Snow+0.38Wind_Long1+0.75Slide_Snow 150 - Dead+Collateral+0.75Snow-0.38Wind_Long1+0.75Slide_Snow 151 - Dead+Collateral+0.75Snow+0.38Wind_Long2 152 - Dead+Collateral+0.75Snow-0.38Wind_Long2 153 - Dead+Collateral+0.75Snow+0.38Wind_Long2+0.75Snow_Drift 154 - Dead+Collateral+0.75Snow-0.38Wind_Long2+0.75Snow_Drift 155 - Dead+Collateral+0.75Snow+0.38Wind_Long2+0.75Slide_Snow 156 - Dead+Collateral+0.75Snow-0.38Wind_Long2+0.75Slide_Snow 157 - 0.6Dead+0.51Wind_Left1 158 - 0.6Dead+0.51Wind_Right1 159 - 0.6Dead+0.51Wind_Left2 160 - 0.6Dead+0.51Wind_Right2 161 - 0.6Dead+0.51Wind_Long1 162 - 0.6Dead-0.51Wind_Long1 163 - 0.6Dead+0.51Wind_Long2 164 - 0.6Dead-0.51Wind_Long2 165 - 1.05Dead+1.05Collateral+0.7Seismic_L 166 - 1.05Dead+1.05Collateral+0.7Seismic_R 167 - 1.05Dead+1.05Collateral+0.7Seismic_Long 168 - 1.05Dead+1.05Collateral-0.7Seismic_Long 169 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_L 170 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_R 171 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L 172 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R 173 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Snow_Drift 174 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Snow_Drift 175 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_L+0.15Slide_Snow 176 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_R+0.15Slide_Snow 177 - 1.04Dead+1.04Collateral+0.75Live+0.53Seismic_Long 178 - 1.04Dead+1.04Collateral+0.75Live-0.53Seismic_Long 179 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long 180 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long 181 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Snow_Drift 182 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Snow_Drift 183 - 1.04Dead+1.04Collateral+0.15Snow+0.53Seismic_Long+0.15Slide_Snow 184 - 1.04Dead+1.04Collateral+0.15Snow-0.53Seismic_Long+0.15Slide_Snow 185 - 0.55Dead+0.7Seismic_L 186 - 0.55Dead+0.7Seismic_R 187 - 0.55Dead+0.7Seismic_Long 188 - 0.55Dead-0.7Seismic_Long 189 - Dead+Collateral+MIN_SNOW 190 - Dead+Collateral+MIN_SNOW 191 - Dead+Collateral+0.75MIN_SNOW 192 - Dead+Collateral+0.75MIN_SNOW PLATE LIMITS: ------------- -----Web---- -----Flange---- Web_Area/ Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Area Id Calc Limit Calc Limit Thick Min Calc Limit --- ----- ----- ----- ----- ----- ----- ----- ----- 1 78.6 260.0 12.0 0.250 1.2 10.0 2 80.3 260.0 12.0 0.250 1.2 10.0 Page 211 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 3 80.3 260.0 12.0 0.250 1.2 10.0 FRAME AREA: ---------- Frame Area= 38.15 Building Area= 447.92 Ratio= 0.09 WEIGHTS: -------- Member 1 2 3 ---------- ----- ----- ----- Weight (lb) 236 280 137 Total Weight (lb) Frame = 654 Splice Plate = 37 Base Plate = 7 -------- 698 REACTIONS - Sidewall Columns: ----------------------------- Load ----------Left_Column---------- ----------Right_Column--------- Id Fx(k ) Fy(k ) Fz(k ) M(f-k ) Fx(k ) Fy(k ) Fz(k ) M(f-k ) ---- ------ ------- ------- -------- ------ ------- ------- -------- 1 0.11 3.65 0.00 0.00 -0.11 3.07 0.00 0.00 2 0.11 3.65 0.00 0.00 -0.11 3.07 0.00 0.00 3 0.02 0.90 0.00 0.00 -0.02 0.59 0.00 0.00 4 0.02 0.90 0.00 0.00 -0.02 0.59 0.00 0.00 5 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 6 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 7 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 8 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 9 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 10 0.21 6.68 0.00 0.00 -0.21 5.79 0.00 0.00 11 0.02 0.76 0.00 0.00 -0.02 0.47 0.00 0.00 12 0.02 0.76 0.00 0.00 -0.02 0.47 0.00 0.00 13 0.09 2.96 0.00 0.00 -0.09 2.45 0.00 0.00 14 0.09 2.96 0.00 0.00 -0.09 2.45 0.00 0.00 15 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 16 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 17 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 18 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 19 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 20 0.16 5.24 0.00 0.00 -0.16 4.49 0.00 0.00 21 0.00 0.31 0.00 0.00 0.26 -0.65 0.00 0.00 22 -0.04 -1.01 0.00 0.00 0.53 -0.74 0.00 0.00 23 0.04 1.53 0.00 0.00 -0.16 0.40 0.00 0.00 Page 212 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 24 -0.03 -0.53 0.00 0.00 0.53 -1.25 0.00 0.00 25 -0.03 -0.78 0.00 0.00 0.50 -0.83 0.00 0.00 26 -0.03 -0.78 0.00 0.00 0.50 -0.83 0.00 0.00 27 0.04 1.40 0.00 0.00 -0.24 1.01 0.00 0.00 28 0.04 1.40 0.00 0.00 -0.24 1.01 0.00 0.00 29 0.08 2.63 0.00 0.00 0.12 1.61 0.00 0.00 30 0.05 1.64 0.00 0.00 0.32 1.54 0.00 0.00 31 0.11 3.55 0.00 0.00 -0.20 2.40 0.00 0.00 32 0.06 2.00 0.00 0.00 0.32 1.16 0.00 0.00 33 0.05 1.81 0.00 0.00 0.30 1.47 0.00 0.00 34 0.05 1.81 0.00 0.00 0.30 1.47 0.00 0.00 35 0.11 3.45 0.00 0.00 -0.26 2.86 0.00 0.00 36 0.11 3.45 0.00 0.00 -0.26 2.86 0.00 0.00 37 0.15 4.90 0.00 0.00 0.04 3.65 0.00 0.00 38 0.15 4.90 0.00 0.00 0.04 3.65 0.00 0.00 39 0.15 4.90 0.00 0.00 0.04 3.65 0.00 0.00 40 0.12 3.91 0.00 0.00 0.25 3.58 0.00 0.00 41 0.12 3.91 0.00 0.00 0.25 3.58 0.00 0.00 42 0.12 3.91 0.00 0.00 0.25 3.58 0.00 0.00 43 0.18 5.82 0.00 0.00 -0.27 4.44 0.00 0.00 44 0.18 5.82 0.00 0.00 -0.27 4.44 0.00 0.00 45 0.18 5.82 0.00 0.00 -0.27 4.44 0.00 0.00 46 0.13 4.27 0.00 0.00 0.24 3.20 0.00 0.00 47 0.13 4.27 0.00 0.00 0.24 3.20 0.00 0.00 48 0.13 4.27 0.00 0.00 0.24 3.20 0.00 0.00 49 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 50 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 51 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 52 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 53 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 54 0.13 4.09 0.00 0.00 0.23 3.52 0.00 0.00 55 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 56 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 57 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 58 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 59 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 60 0.18 5.72 0.00 0.00 -0.33 4.90 0.00 0.00 61 0.00 0.00 0.00 0.00 0.27 -0.84 0.00 0.00 62 -0.05 -1.31 0.00 0.00 0.54 -0.93 0.00 0.00 63 0.03 1.23 0.00 0.00 -0.15 0.22 0.00 0.00 64 -0.03 -0.83 0.00 0.00 0.53 -1.44 0.00 0.00 65 -0.04 -1.08 0.00 0.00 0.51 -1.02 0.00 0.00 66 -0.04 -1.08 0.00 0.00 0.51 -1.02 0.00 0.00 67 0.03 1.10 0.00 0.00 -0.23 0.83 0.00 0.00 68 0.03 1.10 0.00 0.00 -0.23 0.83 0.00 0.00 69 0.02 0.97 0.00 0.00 -0.42 0.59 0.00 0.00 70 0.02 0.91 0.00 0.00 0.37 0.66 0.00 0.00 71 0.02 0.94 0.00 0.00 -0.02 0.62 0.00 0.00 72 0.02 0.94 0.00 0.00 -0.02 0.62 0.00 0.00 73 0.09 3.02 0.00 0.00 -0.39 2.45 0.00 0.00 74 0.09 2.97 0.00 0.00 0.21 2.50 0.00 0.00 75 0.05 1.83 0.00 0.00 -0.35 1.37 0.00 0.00 76 0.05 1.78 0.00 0.00 0.24 1.42 0.00 0.00 77 0.05 1.83 0.00 0.00 -0.35 1.37 0.00 0.00 Page 213 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 78 0.05 1.78 0.00 0.00 0.24 1.42 0.00 0.00 79 0.05 1.83 0.00 0.00 -0.35 1.37 0.00 0.00 80 0.05 1.78 0.00 0.00 0.24 1.42 0.00 0.00 81 0.09 3.00 0.00 0.00 -0.09 2.47 0.00 0.00 82 0.09 3.00 0.00 0.00 -0.09 2.47 0.00 0.00 83 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 84 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 85 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 86 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 87 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 88 0.05 1.80 0.00 0.00 -0.05 1.40 0.00 0.00 89 0.01 0.45 0.00 0.00 -0.40 0.22 0.00 0.00 90 0.01 0.38 0.00 0.00 0.38 0.29 0.00 0.00 91 0.01 0.42 0.00 0.00 -0.01 0.26 0.00 0.00 92 0.01 0.42 0.00 0.00 -0.01 0.26 0.00 0.00 93 0.11 3.66 0.00 0.00 -0.11 3.07 0.00 0.00 94 0.11 3.66 0.00 0.00 -0.11 3.07 0.00 0.00 95 0.09 2.97 0.00 0.00 -0.09 2.45 0.00 0.00 96 0.09 2.97 0.00 0.00 -0.09 2.45 0.00 0.00 DEFLECTIONS: ------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 97 0.00 0.00 -0.42 98 0.00 0.00 -0.42 99 0.00 0.00 -0.08 100 0.00 0.00 -0.08 101 0.00 0.00 -0.79 102 0.00 0.00 -0.79 103 0.00 0.00 -0.79 104 0.00 0.00 -0.79 105 0.00 0.00 -0.79 106 0.00 0.00 -0.79 107 0.00 0.00 -0.06 108 0.00 0.00 -0.06 109 0.00 0.00 -0.33 110 0.00 0.00 -0.33 111 0.00 0.00 -0.61 112 0.00 0.00 -0.61 113 0.00 0.00 -0.61 114 0.00 0.00 -0.61 115 0.00 0.00 -0.61 116 0.00 0.00 -0.61 117 0.00 0.00 0.03 118 0.00 0.00 0.10 119 0.00 0.00 -0.10 120 0.00 0.00 0.11 121 0.00 0.00 0.10 122 0.00 0.00 0.10 Page 214 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 123 0.00 0.00 -0.13 124 0.00 0.00 -0.13 125 0.00 0.00 -0.26 126 0.00 0.00 -0.21 127 0.00 0.00 -0.36 128 0.00 0.00 -0.20 129 0.00 0.00 -0.21 130 0.00 0.00 -0.21 131 0.00 0.00 -0.38 132 0.00 0.00 -0.38 133 0.00 0.00 -0.54 134 0.00 0.00 -0.54 135 0.00 0.00 -0.54 136 0.00 0.00 -0.49 137 0.00 0.00 -0.49 138 0.00 0.00 -0.49 139 0.00 0.00 -0.64 140 0.00 0.00 -0.64 141 0.00 0.00 -0.64 142 0.00 0.00 -0.48 143 0.00 0.00 -0.48 144 0.00 0.00 -0.48 145 0.00 0.00 -0.49 146 0.00 0.00 -0.49 147 0.00 0.00 -0.49 148 0.00 0.00 -0.49 149 0.00 0.00 -0.49 150 0.00 0.00 -0.49 151 0.00 0.00 -0.66 152 0.00 0.00 -0.66 153 0.00 0.00 -0.66 154 0.00 0.00 -0.66 155 0.00 0.00 -0.66 156 0.00 0.00 -0.66 157 0.00 0.00 0.06 158 0.00 0.00 0.13 159 0.00 0.00 -0.07 160 0.00 0.00 0.13 161 0.00 0.00 0.12 162 0.00 0.00 0.12 163 0.00 0.00 -0.11 164 0.00 0.00 -0.11 165 0.00 0.00 -0.08 166 0.00 0.00 -0.08 167 0.00 0.00 -0.08 168 0.00 0.00 -0.08 169 0.00 0.00 -0.34 170 0.00 0.00 -0.34 171 0.00 0.00 -0.19 172 0.00 0.00 -0.19 173 0.00 0.00 -0.19 174 0.00 0.00 -0.19 175 0.00 0.00 -0.19 176 0.00 0.00 -0.19 Page 215 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 177 0.00 0.00 -0.34 178 0.00 0.00 -0.34 179 0.00 0.00 -0.19 180 0.00 0.00 -0.19 181 0.00 0.00 -0.19 182 0.00 0.00 -0.19 183 0.00 0.00 -0.19 184 0.00 0.00 -0.19 185 0.00 0.00 -0.03 186 0.00 0.00 -0.03 187 0.00 0.00 -0.03 188 0.00 0.00 -0.03 189 0.00 0.00 -0.42 190 0.00 0.00 -0.42 191 0.00 0.00 -0.33 192 0.00 0.00 -0.33 DEFLECTIONS RATIO: ------------------ Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan ---- ---- ----- --------- 97 99999 99999 720 98 99999 99999 720 99 99999 99999 3727 100 99999 99999 3727 101 75883 99999 381 102 75883 99999 381 103 75883 99999 381 104 75883 99999 381 105 75883 99999 381 106 75883 99999 381 107 99999 99999 4727 108 99999 99999 4727 109 99999 99999 902 110 99999 99999 902 111 97471 99999 492 112 97471 99999 492 113 97471 99999 492 114 97471 99999 492 115 97471 99999 492 116 97471 99999 492 117 99999 99999 10075 118 99999 99999 2962 119 99999 99999 3049 120 99999 99999 2741 121 99999 99999 3146 122 99999 99999 3146 123 99999 99999 2300 124 99999 99999 2300 125 99999 99999 1143 Page 216 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 126 99999 99999 1437 127 99999 99999 836 128 99999 99999 1480 129 99999 99999 1407 130 99999 99999 1407 131 99999 99999 784 132 99999 99999 784 133 99999 99999 556 134 99999 99999 556 135 99999 99999 556 136 99999 99999 617 137 99999 99999 617 138 99999 99999 617 139 83591 99999 472 140 83591 99999 472 141 83591 99999 472 142 99999 99999 625 143 99999 99999 625 144 99999 99999 625 145 99999 99999 612 146 99999 99999 612 147 99999 99999 612 148 99999 99999 612 149 99999 99999 612 150 99999 99999 612 151 84729 99999 454 152 84729 99999 454 153 84729 99999 454 154 84729 99999 454 155 84729 99999 454 156 84729 99999 454 157 99999 99999 5438 158 99999 99999 2368 159 99999 99999 4109 160 99999 99999 2225 161 99999 99999 2485 162 99999 99999 2485 163 99999 99999 2856 164 99999 99999 2856 165 99999 99999 3548 166 99999 99999 3552 167 99999 99999 3550 168 99999 99999 3550 169 99999 99999 894 170 99999 99999 894 171 99999 99999 1583 172 99999 99999 1583 173 99999 99999 1583 174 99999 99999 1583 175 99999 99999 1583 176 99999 99999 1583 177 99999 99999 894 178 99999 99999 894 179 99999 99999 1583 Page 217 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 180 99999 99999 1583 181 99999 99999 1583 182 99999 99999 1583 183 99999 99999 1583 184 99999 99999 1583 185 99999 99999 8583 186 99999 99999 8605 187 99999 99999 8594 188 99999 99999 8594 189 99999 99999 719 190 99999 99999 719 191 99999 99999 901 192 99999 99999 901 MAX DEFLECTION: --------------- Load Deflect Span/Deflect Type Id (in) Calc Limit ---------------- ---- ------- ----- ----- Live Vertical -0.70 426. 180. Horizontal Drift 101 0.00 75884. 60. Horizontal Total 101 0.00 75884. 60. Horizontal Spring Constant=1997.4 k/in P-DELTA - Direct Analysis: ----------------------------- CONVERGENCE CHECK: Max Deflect Column Ratio ------ ------- Left 0.0000 MAXIMUM DRIFT CHECK: Max_Drift(in) Second/ Load First Second First Id Order Order Ratio ---- ------ ------ ------- 5 0.00 0.00 1.00 ================================================================================ 02510020 Frame 3 - Rigid Frame Clearances 12/ 6/21 8:51am ================================================================================ VERTICAL CLEARANCE: ------------------- Location Span X_Coord Y_Coord ------------------------ ------- -------- -------- Left 172.53 20.24 172.53 Right 219.43 300.00 219.43 Midspan 203.94 208.69 203.94 Page 218 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 HORIZONTAL CLEARANCE: --------------------- Location Span X_CoordL X_CoordR ------------------------ ------- -------- -------- Left - Right 279.75 20.25 300.00 ================================================================================ 02510020 Frame 3 - Weight Summary 12/ 6/21 8:51am ================================================================================ Total Weight (lb) Frame = 654 Splice Plate = 37 Base Plate = 7 -------- 698 ================================================================================ 02510020 Frame 3 - Warning Summary 12/ 6/21 8:51am ================================================================================ .. No Warnings Page 219 Of 220 JOB NO. CUSTOMER DESCRIPTION 02510020 IRON MAN ENTERPRISES, LLC. CHR LEAN TO DATE DESIGNED BY LABEL14 12/10/2021 CHECKED BYLABEL18 ================================================================================ 02510020 Design Warning Summary 12/ 6/21 8:51am ================================================================================ LEFT ENDWALL ------------ No Warnings! RIGHT ENDWALL ------------- No Warnings! FRONT SIDEWALL -------------- No Warnings! BACK SIDEWALL ------------- No Warnings! ROOF ---- No Warnings! RIGID FRAME #1 -------------- No Warnings! RIGID FRAME #2 -------------- No Warnings! RIGID FRAME #3 -------------- No Warnings! Page 220 Of 220