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Metal Building Software, Inc. 5950 14th St. S. Fargo, North Dakota 58104



Ship FOR Metal Building Contractor www.MBSweb.com Fargo, North Dakota 58104



Your New Building 1234 Opportunity Boulevard Fargo, North Dakota 58104 020614



BUILDING LAYOUT Width (ft)= 60.0 Length (ft)= 60.0 Eave Height (ft)= 20.0/ 20.0 Roof Slope (rise/12 )= 1.00/ 1.00
BUILDING LOADS Roof Dead Load (psf )= 2.0 Wall Dead Load Left Endwall (psf )= 2.0 Right Endwall (psf )= 2.0 Front Sidewall(psf )= 2.0 Back Sidewall(psf )= 2.0 Roof Live Load (psf )= 20.0 Frame Live Load (psf )= 12.0 Collateral Load (psf )= 1.0 Snow Load (psf )= 35.0 Wind Speed (mph )= 115.0 Wind Code = IBC 12 Closed/Open = C Exposure = C Internal Wind Coeff = -0.18, +0.18 Importance - Wind = 1.00 Importance - Seismic = 1.00 Seismic Design Category= A Seismic Coeff (Fa*Ss) = 0.09
------------------------------- Designer : DES Detailer : DET



2/13/14

60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 1.RIGID & ENDWALL FRAME MEMBERS Quan Mark Description Type Length Weight ======================================================================================= 2 RF1-1 RF Column RF1-1 19'04-09" 821.8 1 RF1-2 RF Rafter RF1-2 27'00-04" 766.5 1 RF1-3 RF Rafter RF1-3 27'00-04" 766.5 4 RF2-1 RF Column RF2-1 19'04-08" 2410.4 4 RF2-2 RF Rafter RF2-2 26'00-01" 3134.4 1 HB-1 Header Beam HB-1 9'08-04" 96.9 2 HB-2 Header Beam HB-2 9'11-08" 199.2 1 HB-3 Header Beam HB-3 4'11-08" 49.6 1 HB-4 Header Beam HB-4 9'08-04" 96.9 2 BB-1 Back Brace BB-1 6'04-06" 47.2 2 BB-2 Back Brace BB-2 6'10-04" 50.8 1 EC-1 EW Column EC-1 19'09-07" 382.6 2 EC-2 EW Column EC-2 3'08-07" 107.4 2 EC-3 EW Column EC-3 4'01-07" 120.6 2 EC-4 EW Column EC-4 4'06-07" 127.4 2 EC-5 EW Column EC-5 4'11-07" 140.6 1 EC-6 EW Column EC-6 19'09-07" 382.6 2 EC-7 EW Column EC-7 18'07-10" 198.2 1 EC-8 EW Column EC-8 20'02-15" 257.1 1 EC-9 EW Column EC-9 20'02-15" 257.1 1 ER-1 EW Rafter ER-1 30'01-00" 390.9 1 ER-2* EW Rafter ER-2* 30'01-00" 390.9 --------------------------------------------------------------------------------------- Total = 11195.6


60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 3.PURLINS, EAVE STRUTS, WALL GIRTS Quan Mark Description Size/Thk Width Type Punch Pitch Length Weight ======================================================================================= 24 P-1 Roof Purlin Z82512 27-08" B-B 23'01-08" 2536.4 12 P-2 Roof Purlin Z82514 31-08" B-B 26'03-08" 1009.6 2 P-3 Roof Purlin Z82512 23-08" P-3 WK-WK 19'05-08" 177.8 Web : 62.25" 65.25" 2 P-4 Roof Purlin Z82512 23-08" P-4 WK-WK 19'05-08" 177.8 Web : 168.25" 171.25" 1 E-1 Eave Strut E85314L1 23-08" E-1 ??-?? 1.00" 19'11-08" 87.0 Flg : 1.75" 223.75" 227.75" 2 E-2 Eave Strut E85314L1 23-08" E-2 ??-?? 1.00" 19'11-08" 174.0 Flg : 1.75" 237.75" 1 E-3 Eave Strut E85314L1 23-08" E-3 ??-?? 1.00" 19'11-08" 87.0 Flg : 2.50" 5.00" 237.75" 1 E-4 Eave Strut E85314L1 23-08" E-4 ??-?? 1.00" 19'11-08" 87.0 Flg : 1.75" 234.50" 237.00" 1 E-5 Eave Strut E85314L1 23-08" E-5 ??-?? 1.00" 19'11-08" 87.0 Flg : 11.75" 15.75" 237.75" 4 G-1 EW Girt Z82516 78-00" EP-EP 6'06-00" 67.6 2 G-2 EW Girt C82516 53-08" EP-EP 4'05-08" 23.2 7 G-3 EW Girt C82516 54-00" EP-EP 4'06-00" 81.9 4 G-4 EW Girt Z82512 22-00" EP-EP 18'10-00" 344.3 1 G-5 EW Girt Z82512 23-00" EP-EP 19'06-00" 89.1 2 G-6 EW Girt Z82514 23-00" EP-EP 19'06-00" 124.8 8 G-7 SW Girt Z82516 25-08" A-A 21'01-08" 439.4 4 G-8 SW Girt Z82516 26-08" A-A 22'03-08" 231.8 --------------------------------------------------------------------------------------- Total = 5825.9
Punches: EP - PPEP WK - WK A - PPA B - PPB

60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 4.ROOF & WALL SHEETING Quan Mark Description Part Clr Pitch Type Length Weight ======================================================================================= 40 RP-1 Roof Liner PBR26 45 WT RP-1 30'01-00" 3220.1 2 EPR-10 R_EW Liner PBR26 45 WT EPR-10 21'06-00" 115.1 2 EPR-9 R_EW Liner PBR26 45 WT EPR-9 21'03-00" 113.7 2 EPR-8 R_EW Liner PBR26 45 WT EPR-8 21'00-00" 112.4 2 EPR-7 R_EW Liner PBR26 45 WT EPR-7 20'09-00" 111.1 2 EPR-6 R_EW Liner PBR26 45 WT EPR-6 20'06-00" 109.7 2 EPR-5 R_EW Liner PBR26 45 WT EPR-5 20'03-00" 108.4 2 EPR-4 R_EW Liner PBR26 45 WT EPR-4 20'00-00" 107.0 20 SPF-1 F_SW Liner PBR26 45 WT SPF-1 19'11-00" 1065.9 20 SPB-1 B_SW Liner PBR26 45 WT SPB-1 19'11-00" 1065.9 2 EPL-3 L_EW Liner PBR26 45 WT EPL-3 19'09-00" 105.7 2 EPR-3 R_EW Liner PBR26 45 WT EPR-3 19'09-00" 105.7 2 EPL-2 L_EW Liner PBR26 45 WT EPL-2 19'06-00" 104.4 2 EPR-2 R_EW Liner PBR26 45 WT EPR-2 19'06-00" 104.4 2 EPL-1 L_EW Liner PBR26 45 WT EPL-1 19'03-00" 103.0 2 EPR-1 R_EW Liner PBR26 45 WT EPR-1 19'03-00" 103.0 2 EPL-10 L_EW Liner PBR26 45 WT EPL-10 4'02-00" 22.3 2 EPL-9 L_EW Liner PBR26 45 WT EPL-9 3'11-00" 21.0 2 EPL-8 L_EW Liner PBR26 45 WT EPL-8 3'08-00" 19.6 2 EPL-7 L_EW Liner PBR26 45 WT EPL-7 3'05-00" 18.3 2 EPL-6 L_EW Liner PBR26 45 WT EPL-6 3'02-00" 16.9 2 EPL-5 L_EW Liner PBR26 45 WT EPL-5 2'11-00" 15.6 2 EPL-4 L_EW Liner PBR26 45 WT EPL-4 2'08-00" 14.3 40 RS-1 Roof Sheet HR26 45 WT RS-1 30'02-08" 3233.5 2 ESR-10 R_EW Sheet HR26 45 BL ESR-10 22'04-00" 119.5 2 ESR-9 R_EW Sheet HR26 45 BL ESR-9 22'01-00" 118.2 2 ESR-8 R_EW Sheet HR26 45 BL ESR-8 21'10-00" 116.9 2 ESR-7 R_EW Sheet HR26 45 BL ESR-7 21'07-00" 115.5 2 ESR-6 R_EW Sheet HR26 45 BL ESR-6 21'04-00" 114.2 2 ESR-5 R_EW Sheet HR26 45 BL ESR-5 21'01-00" 112.8 2 ESR-4 R_EW Sheet HR26 45 BL ESR-4 20'10-00" 111.5 2 ESL-3 L_EW Sheet HR26 45 BL ESL-3 20'07-00" 110.2 2 ESR-3 R_EW Sheet HR26 45 BL ESR-3 20'07-00" 110.2 2 ESL-2 L_EW Sheet HR26 45 BL ESL-2 20'04-00" 108.8 2 ESR-2 R_EW Sheet HR26 45 BL ESR-2 20'04-00" 108.8 2 ESL-1 L_EW Sheet HR26 45 BL ESL-1 20'01-00" 107.5 2 ESR-1 R_EW Sheet HR26 45 BL ESR-1 20'01-00" 107.5 20 SSF-1 F_SW Sheet HR26 45 BL SSF-1 20'00-00" 1070.4 20 SSB-1 B_SW Sheet HR26 45 BL SSB-1 20'00-00" 1070.4 2 ESL-10 L_EW Sheet HR26 45 BL ESL-10 4'10-08" 26.1 2 ESL-9 L_EW Sheet HR26 45 BL ESL-9 4'07-08" 24.8 2 ESL-8 L_EW Sheet HR26 45 BL ESL-8 4'04-08" 23.4 2 ESL-7 L_EW Sheet HR26 45 BL ESL-7 4'01-08" 22.1 2 ESL-6 L_EW Sheet HR26 45 BL ESL-6 3'10-08" 20.7 2 ESL-5 L_EW Sheet HR26 45 BL ESL-5 3'07-08" 19.4 2 ESL-4 L_EW Sheet HR26 45 BL ESL-4 3'04-08" 18.1
Colors: BL - Blue WT - White --------------------------------------------------------------------------------------- Total = 13873.9


60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 5.CONNECTION PLATES Quan Mark Description Part Type Ang Thick Width Length Weight ======================================================================================= 4 Str-Brc Plt f1 -5 0.188 5-00" 1'00-00" 12.8 4 Cor-Grt3 Plt EGSG1 r1 0 0.188 5-12" 10-00" 48.8 --------------------------------------------------------------------------------------- Total = 61.6


60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 6.ANGLES Quan Mark Description Part Type Clr Width Thick Length Weight ======================================================================================= 4 Angle SHEET CLIP SHEETCLP Angle 4-00" 0.061 7-08" 1.9 2 FB29 EW Flg Brc B2514 FB29 2-08" 0.070 2'05-00" 4.5 2 FB33 RF Flg Brc B2514 FB33 2-08" 0.070 2'09-00" 5.2 4 FB36 RF Flg Brc B2514 FB36 2-08" 0.070 3'00-00" 11.3 2 FB37.5 RF Flg Brc B2514 FB37.5 2-08" 0.070 3'01-08" 5.9 4 FB38.5 RF Flg Brc B2514 FB38.5 2-08" 0.070 3'02-08" 12.1 6 FB39 RF Flg Brc B2514 FB39 2-08" 0.070 3'03-00" 18.4 4 FB40.5 RF Flg Brc B2514 FB40.5 2-08" 0.070 3'04-08" 12.7 4 FB41.5 RF Flg Brc B2514 FB41.5 2-08" 0.070 3'05-08" 13.0 4 FB44.5 RF Flg Brc B2514 FB44.5 2-08" 0.070 3'08-08" 14.0 4 RA-1 Rake Angle B6314 RA-1 9-00" 0.075 30'00-00" 163.2 4 RA-1 Rake Angle B6314 RA-1 9-00" 0.075 0-04" 0.112 6 L6x3 Liner Angle B6314 L6x3 9-00" 0.075 20'00-00" 244.8 10 L4x2 Base Angle B4214 L4x2 6-00" 0.075 20'00-00" 306.0 4 SA-1 Corner Angle B314 SA-1 6-00" 0.075 19'11-00" 108.3 ------------------------------------------------------------------------------- Total = 921.3


60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 7.TRIM Quan Mark Description Part Clr Pitch Thick Length Weight ======================================================================================= 12 HRLET LARGE EAVE TRIM HR HRLET RD 0.018 10'03-00" 69.8 4 HRCO14 RAKE TRIM HR HRCO14 RD 0.018 14'03-00" 48.6 4 HRCO16 RAKE TRIM HR HRCO16 RD 0.018 16'03-00" 55.4 4 HRIC INSIDE CORNER TRIM H HRIC PL 0.018 10'03-00" 36.2 2 HRJT3 HEAD TRIM HR HRJT3 RD 0.018 3'06-00" 15.1 4 HRJA7 JAMB TRIM HR HRJA7 RD 0.018 7'03-00" 35.1 4 HRJA7 JAMB TRIM HR HRJA7 PL 0.018 7'03-00" 35.1 4 HRJT14 JAMB TRIM HR HRJT14 PL 0.018 14'03-00" 41.8 4 HRJT16 JAMB TRIM HR HRJT16 PL 0.018 16'03-00" 47.7 2 HRJT12 HEAD TRIM HR HRJT12 PL 0.018 12'03-00" 18.0 6 HRJT16 HEAD TRIM HR HRJT16 PL 0.018 16'03-00" 71.6 12 HRJA20 JAMB TRIM HR HRJA20 PL 0.018 20'03-00" 66.6 4 HRCO20 CORNER TRIM HR HRCO20 RD 0.018 20'03-00" 92.0 6 HRERC RIDGE CAP HR HRERC WT 0.018 10'03-00" 6.0
Colors: WT - White RD - Red PL - Plain --------------------------------------------------------------------------------------- Total = 639.0


60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 8.CABLES & SEALANT Quan Mark Description Part Type Clr Dia FabLen Length Weight ======================================================================================= 40 I/S Closure CLINHR 3'00-00" 20.0 42 O/S Closure CLOUTHR 3'00-00" 21.0 29 SEAL TAPE BUT4538 45'00-00" 58.0 --------------------------------------------------------------------------------------- Total = 99.0


60'-0" x 60'-0" x 20'-0" ID:020614 2/13/14 10:31am ======================================================================================= 10.FASTENERS Quan Mark Description Part Clr Type Dia Length Weight ======================================================================================= 29 Bolts H625X150 A325 0.625 1.50" 10.7 88 Nuts A325N58 A325 0.625 9.7 630 Bolts M50X125 A307 0.500 1.25" 88.2 630 Nuts A307N12 A307 0.500 18.9 8 Bolts H625X200 A325 0.625 2.00" 3.0 51 Bolts H625X250 A325 0.625 2.50" 18.2 63 Bolts H50X125 A325 0.500 1.25" 11.3 63 Nuts A325N12 A325 0.500 3.8 49 Bolts H75X250 A325 0.750 2.50" 27.0 49 Nuts A325N34 A325 0.750 8.8 3250 Metal To Metal 12X1.25 WT 1.25" 52.0 1500 Metal To Metal 12X1.25 BL 1.25" 24.0 500 LAP 7/8 LAP TEK MTM 14-.875 RD 0.88" 8.0 2370 LAP 7/8 LAP TEK MTM 14-.875 WT 0.88" 37.9 250 Metal To Metal 12X1.25 RD 1.25" 4.0 500 LAP 7/8 LAP TEK MTM 14-.875 BL 0.88" 8.0 500 LAP 7/8 LAP TEK MTM 14-.875 WT 1.25" 8.0 250 DrivepNail Drive Anchor Drivepin GZ 1.25" 4.0
Colors: GZ - Galvanized BL - Blue WT - White RD - Red --------------------------------------------------------------------------------------- Total = 345.5



BUILDING WEIGHT & COST SUMMARY ==================================================== Description Total_Wt Total_Cost ==================================================== RIGID & ENDWALL FRAME MEMBERS 11195.6 22391.85 PURLINS, EAVE STRUTS, WALL GIR 5825.9 11651.79 ROOF & WALL SHEETING 13873.9 27748.11 CONNECTION PLATES 61.6 110.36 ANGLES 921.3 1842.61 TRIM 639.0 1278.08 CABLES & SEALANT 99.0 198.00 FASTENERS 345.5 690.98 ---------------------------------------------------- Total: 32961.8 65911.77 ------------------------------------------------------------------------ Weight Sub-Total ------------------------------------------------------------------------ STRUCTURE : RIGID & ENDWALL FRAME MEMBERS 11195.6 PURLINS, EAVE STRUTS, WALL GIR 5825.9 ROOF & WALL SHEETING 13873.9 CONNECTION PLATES 61.6 30957.0 ------------------------------------------------------------------------ LIGHT GAGE : ANGLES 921.3 TRIM 639.0 CABLES & SEALANT 99.0 1659.3 ------------------------------------------------------------------------ COVER : FASTENERS 345.5 345.5 ------------------------------------------------------------------------ Total 32961.8

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