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HomeMy WebLinkAbout2502 GATEWAY RD; TRUSS; PCR14108; Permit07-03-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRl4l08 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC #: Project Title: 2502 GATEWAY RD CBAD PCR 2132610100 Lot#: 0 $0.00 Construction Type: NEW CBI33225 VIASAT- DEFERRED SUBMITTAL FOR OPEN WEB STEEL ROOF JOISTS & STEEL FLOOR Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 06/17/2014 RMA 07/03/2014 07/03/2014 Applicant: NICK CAM.PBELL 2502 GATEWAY RD CARLSBAD CA 92001 760 644-4125 Ow/ner: PIVOTAL 650 CALIFORNIA ST L L C C/0 PACIFIC CO 1702 E HIGHLAND AVE #310 PHOENIX AZ 85016 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $435.00 $0.00 $0.00 Total Fees: $435.00 Total Payments To Date: $435.00 Balance Due: $0.00 Inspector: FINAL APPROVAL Date; Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, resen/ations, or other exactions hereafter collectively referred to as 'fees/exactions," You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3,32,030, Failure to timeiy follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or sen/ice fees in connection with this project, NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv othenwise expired, ^ CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. _Originai Plan Check No. Project Address 'Z'^oZ QCti^U^cA^ <Lk- Date Contact tO'.cU C/X.^e\\ Ph TU-^MM-^IZS Fax^^-^ Email Contact Address "2^6?, goLlMJ<uj t2 A-City CoitdSj^d Zip ^ General Scope ofWork % Co/e^ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: Plans Calculations • Soils • Energy • Other_ 2. Describe revisions in detail 3. List page(s) where each revision Is shown 4. List revised sheets that replace existing sheets SV_a c^^:^ 5. Does this revision, in any way, alter the exterior of the project? • Yes 6, Does this revision add ANY new floor area(s)? • Yes H^No T. Does this revision affect any fire related issues? • Yes 0 No 8. Is this a complejte set? Yes No >^Signature\^ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 EnTaitbuildlng@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In PartnersHip •witfi government for (BuiCding Safety DATE: JUNE 24, 2014 • APPLICANT • JURIS. JURISDICTION: CARLSBAD • PVAH REVIEWER • FILE PLAN CHECK NO.: 13-3225 (REV. #2) - NEW PCR #14-108 SET: I PROJECT ADDRESS: 2502 GATEWAY ROAD PROJECT NAME: VIASAT - BUILDING #10 I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ^ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: PETER BUSSETT C/0 SCA 13280 EVENING CREEK DRIVE, SOUTH, SUITE #125, SAN DIEGO, CA 92128 EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: PETER Telephone #: 858-793-4777 Date contacted: (by: ) Email: milosm@sca-sd.com Fax #: -4787 Mail Telephone Fax In Person mail leiepnone rax in rersun /^/A-^A XI REMARKS: The 2"'' & Z^'^ Floor (Open Web Trusses) deferred package is under thiWrmit. The project engineer to stamp the package indicating they have been reviewed & no exceptions are taken. *[Building shell & core is under this permit. T.I. work is under a separate pennit]. By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA • EJ • MB • PC 5/9 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 13-3225 (REV. #2) - NEW PCR #14-108 JUNE 24, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-3225 (REV. #2) - NEW PCR #14-108 PREPARED BY: ALI SADRE, S.E. DATE: JUNE 24, 2014 BUILDING ADDRESS: 2502 GATEWAY ROAD BUILDING OCCUPANCY: B/Fl TYPE OF CONSTRUCTION: III-B/SPR. BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) FLOOR TRUSS PLANS & CALC'S. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code #N/A Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee ^ j Repeats • Based on hourly rate • Complete Review • Other • Hourly EsGil Fee $435.00 • Structural Only $116.00 Hrs. @ $348.00 Comments: Sheet 1 of 1 TO TME FIELD IN6FECTION PiViSION PRIOR TO THE ERECTION OF FABRICATgP CaiP0NENT5.' DEFERRED SUBMITTALS 1. FIRE SPRINKLER SYSTEM. SPRINKLER PLANS SHALL BE SUBMITTED & APPROVED BY THE FIRE PREVENTION BUREAU UNDER A SEPARATE PERMIT. 2010 CFC 903 AND 2010 NFPA 13. 2. FIRE ALARM. 2010 CFC 907.2.2 AND 2010 NFPA 72. 3. OPEN WEB STEEL ROOF JOISTS & JOIST GIRDERS. .5. ^ AOHADE"S1WJ^^ NOTE: NO CONSTRUCTION OF DEFFERRED ITEMS SHALL COMMENCE UNTIL APPROVED • PERMITTED BY BUILDING OFFICIAL. PLANS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF THIRTY (30) WORKING DAYS FOR INITIAL PLAN REVIEW. ALL COMMENTS RELATED TO DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTAL ITEMS. V/ir"IWITV KAAD Final Inspection required by: • Plan • CM&I • Fire 51V aissuED 1 acv. Approyed Date , jpy BUILDING IjjkfffmA^ PLANNING / f JI^E ENGINEERING iw FIRE Expedite? Y N DIGn-AL FILES Required? Y N HazMat APCD Health Forms/Fees sent Pecd Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M V N School V N Sewer Y N Stormwater Y N Special Inspection Y N CFD: Y N LandUse: Density: ImpArea: FY: Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning Engineering Fire Need? ^\ m ^ m • • a subsidiary of JOIST, inc. -isei (775) 575-7337 manufacturers of joist and girders Fax (775) 575-7222 JUNE 5, 2014 P.O. Box 2170 255 Logan Road ENGINEERING REPORT COVER SHEET IS FOR FINAL Logan Industrial Park CALCULATIONS (REV. 0) FOR APPROVAL BY ENGINEER OF RECORD Fernley, NV 89408 RE: VIASAT BLDGS. CARLSBAD, CA VALLEY JOIST CONTRACT NO.: 3V01226 CUSTOMER: MINSHEW BROS. STEEL CONST., INC. 12578 VIGILANTE ROAD LAKESIDE, CA 92040 //ATTENTION: GARY WOOD PHONE: 619/561-5700 THIS ENGINEERING REPORT SIGNATURE PAGE IS PROVIDED IN ACCORDANCE WITH CALIFORNIA PROFESSIONAL ENGINEERS ACT 2013 BUSINESS AND PROFESSIONS CODE SECTION 6735 FOR JOIST (AND GIRDER) MARKS as shown on: RECEIV^-^ SEOUENCE CALCULATION PAGES 3V01226E-RED 1-4 '^^11^^*^ 3V01226-RED 1-78 ...... 3V01226E-BLU 1.4 <^^Sfi£m 3V01226-BLU 1-78 BUILDING 01^ i-" The joist (and girder) mark numbers are as shown on the Placement Plans. The calculations are based on all bridging in place and anchored as required by the SJI Specifications & Technical Digests. The joist designations and special loads were determined and specified by the Engineer of Record, not by the steel joist manufacturer. The steel joist manufacturer's scope is limited to the design of the members in the steel joists. Their scope does not include the complete structure, structural connections, or the coordination of the components. The Professional Engineer's Seal affixed hereto indicates that the steel joists were designed in accordance with The Steel Joist Institute's Standard Specifications to support the loads specified, furnished and approved by the Owner's Engineer of Record. The seal is not intended to certify or imply that the building does or does not conform to any national, state or local building codes. Valley Joist is a certified, active member of the Steel Joist Institute. The steel angle shapes and round bars used for the chords and webs are 50-ksi minimum yield strength per the SJI Specifications. The joist material sizes were designed to carry the loads as shown onj^e^^fiteilaljons. Valley Joist's ICC-IAS Certificate Number is FA-3 63. Walter F. Worthley, Jr., PE CA#C64116 Chief Engineer Valley Joist / A division of EBSCO Industries, Inc. VJCALC: 3V01226A-MF 9^1 ^ a, 1^ i^uy Job #3V01226E-RED Valley Joist West Page 1 V2.1.7.2 By JB 11:23 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T12C 1 - 22LH1332/886 x Parallel chord Longspan 19'10.000 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 000 000 BCX Holdback Pitch EP/»1L 54.000 : 0' 0.500 54.000 Uniform Live load 886 #/ft full length Uniform TSJI load 1332 #/ft full length Uniform Dead load 446 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & BE TE MAX TC, BC & SEAT WIDTH = 6 1/8" FOR FIRST 4 SEE TC & BC COPE DETAIL RE end loads: TSJI NtUp Dead Left TC axial load: 0.0 0.0 0.0 Right TC axial load: 0.0 0.0 0.0 RE Live Equk Wind Em 3Lod 0.0 6.4 0.0 27.3 0 . 0 0.0 6.4 0.0 27.3 0.0 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 981553 in-#Moment 48.000 in Interior Panel 4 Web Vees 234.000 in Design length 926 in4 Ix L/2181 Live Defl 1.000 in Chord gap 34.500 in Left end 13987 # SJI reaction 3247 # Minimum Shear 900 in4 Minimum Ix L/1366 SJI Defl 0.158 in Camber 34.500 in Right end 13987 # SJI reaction Top Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1. 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1.078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -49086 Pnz/n= -130680 M = 1791 No Fillers Tag end panl: L = 34.500 P = -41703 Pnx/n= -102895 M = 9229 No Filler First point: P = -41703 Pn/n = -123642 M = 14572 Chord shear: V = 7948 C = 49086 fv 3301 fc = 10719 f = 6294 Bearing seats : Tag End LLV4X3X3/8 Weld 3.86" Opposite End LLV4X3X3/8 Weld 3.86" Bot Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1. 002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx 1. 078 Ry = 1.849 Rz = 0.688 Center: L = 48.000 P = 40919 Pn/n = 137380 Chord shear: V = 11850 T = 34032 fv 4921 ft = 7432 f = 6166 Loca_tion_ Web Slope UQ''~Li W2 68T97 Length Area in2 Shear lbs Force lbs Allow lbs Compressive "L2x2x.l45 I'.lia 0.396Z 11850 33015 Shear Force Allow _lbs_ lbs_ _ l.bs_ " ~" 0 0 "21869 .14x7.7 14.6/14:6 Weld Available Thick X Weld (in) Length Top/Bottm Job #3V01226E-RED Valley Joist West Page 2 V2.1.7.2 By JB 11:23 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T12C 1 - 22LH1332/886 x Parallel chord Longspan 19'10.000 Special Crimped angle Tensile Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Ul -Ll VI 41.19 26.57 1-L1-1/2X.125 0.359 0 2962 0 0 10781 4986 6626 7536 U2 -Ll W3 40.37 26.25 1-L2x2x.176 0.673 0 394z 0 0 20191 7948 10432 11468 U2 -L3 W4 50.20 31.24 1-L1-1/4X.109 0.261 0 247z 4599 7184 7819 0 0 4008 U3 -L3 V2 0.00 20.00 1-L1-1/4X.109 0.261 0 247z 0 0 7819 3909 3909 5100 U4 -L3 W5 50.20 31.24 1-L1-1/2X.109 0.315 0 2972 0 0 9454 3247 5072 5670 Weld Thick X Length .13x1.8 .18x2.0 .11x2.2 .11x1.2 .11x1.6 Available Weld (in) Top/Bottm 3.9/ 4.3 4.3/ 4.7 4.0/ 4.6 3.3/ 3.3 4.3/ 4.8 Job #3V01226E-RED Valley Joist West Page 3 V2.1.7.2 By JB 11:23 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T14 2 - 22LH1401/908 x Parallel chord Longspan 20' 1.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 000 000 0' 0.500 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead lOOOt AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & BE TE TSJI end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 1104508 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 237.250 in Design length 631 in4 Ix L/1390 Live Defl 1.000 in Chord gap 35.313 in Left end 14849 # SJI reaction Dead Live Equk Wind 6.4 6.4 0.0 0.0 Em 32.9 32.9 3462 # Minimum Shear 600 in4 Minimum Ix L/ 852 SJI Defl 0.163 in Camber 35.313 in Right end 14849 # SJI reaction 0.000 in Opp TCX Defl 3Lod 0.0 Kips 0.0 Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -54399 Pnz/n= -90093 M = 3008 No Fillers Tag end panl: L = 35.313 P = -46074 Pnx/t2= -66824 M = 10159 No Filler First point: P = -46074 Pn/n = -86780 M = 16077 Chord shear: V = 8368 C = 54399 fv 4963 fc = 16925 f = 9811 Bearing seats : Tag End LLV4X3X3/8 Weld 5.67" Weld 5.67" Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12569 UO -Ll Ul -Ll U2 -Ll VJeb Slope W2L 68.67 VI 39.42 W3 42.53 Length in 55.82 26.28 27.55 A = Iy= P = T = Member 2- 1- 1- L2x2x.156 L1-1/2X.125 L2x2x.176 2 . 875 Y = 0.842 Fy = 50000 Q = 0 . 961 7 . 669 Rx = 0.930 Ry = 1 . 633 Rz = 0.592 43379 Pn/n = 86250 36276 fv 8379 ft = 12618 f = 10489 Tensile Compressive Weld Available Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 1 . 199 0.396Z 12569 34557 35980 0 0 23931 16x7.5 11.8/11.8 0.359 0.296Z 0 0 10781 5301 6861 7588 13x1.8 3.8/ 4.2 0.673 0.394Z 0 0 20191 8368 11355 11333 18x2.2 4.4/ 4.8 Job #3V01226E-RED - Valley Joist West Page 4 V2.1.7.2 By JB 11:23 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T14 2 - 22LH1401/908 x Parallel chord Longspan 20' 1.250 Special Crimped angle Tensile Location U2 -L3 U3 -L3 U4 -L3 Web W4 V2 W5 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Area R Member in2 in "L1-1/4X.10"9 0.261 0 .247z L1-1/4X.109 0.261 0.247Z L1-1/2X.109 0.315 0.297Z Shear lbs 4804 0 0 Force lbs 7438 0 0 Allow lbs 7819 7819 9454 Compressive Shear lbs_ 0 4074 3462 Force lbs_ 0 4074 5361 Allow lbs 3976 5819 5641 Weld Available Thick X Weld (in) Length Top/Bottm ,11x2.3 4.0/ 4.6 ,11x1.3 3.3/ 3.3 ,11x1.7 4.3/ 4.8 Job #3V01226-RED - Valley Joist West Page 1 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tl 2 - 22LH1404/910 x Parallel chord Longspan 20' 7.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" TE TSJI SHORT BEARING end loads Left TC axial load Right TC axial load 22.000 in Deep in Effective Depth in Clear Depth in-#Moment in Interior Panel Web Vees WELD SEAT FULL T S 20.304 16.000 926182 48.000 4 NtUp 0.0 0.0 243.250 631 L/1287 1.000 36.813 15230 Dead B TE Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 2Lod 3Lod Equk Wind ^674" ""oTO '0.0 "0. 6.4 0.0 0.0 0. 3558 # Minimum Shear 600 in4 Minimum Ix L/ 790 SJI Defl 0.171 in Camber 36.813 in Right end 15230 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8. 645 Rx 0. 92 6 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -43840 Pnz/n= -90093 M = 1564 No Fillers Tag end panl: L = 36.813 P = -32943 Pnx/n= -65326 M = 11047 No Filler First point: P = -32943 Pn/n = -86780 M = 17544 Chord shear: V = 8467 C = 43840 fv 5022 fc = 13640 f = 8469 Bearing seats: Tag End LLV4X3X3/8 Opposite End LLV4X3X3/8 Weld 3.41" Weld 3.41" Bot Chord: Center: Chord shear: 2-L L3x3x.250 A = Ix= 2.488 Iy= L = 48.000 P = V = 12863 T = Location IJO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68.67 36.80 46.80 Length in 55.82 25.36 29.66 2.875 Y 7.669 Rx 45616 Pn/n 38511 fv Member L2x2x.l56 L1-1/2X.125 L2x2x.l87 Area in2 1.199 0.359 0.713 in 0.396Z 0.2962 0.394Z 0.842 0. 930 86250 8575 Tensile Fy Ry ft 50000 1. 633 13395 Shear lbs 12863 0 0 Force lbs 35365 0 0 Q = 0.961 Rz = 0.592 f = 10881 Allow lbs 35980 10781 21391 Compressive Shear lbs 0 5439 8467 Force lbs 0 6792 12370 Allow lbs 23931 7754 12379 Weld Available Thick X Weld (inl Length Top/Bottm .16x7.6 11.8/11. .13x1.8 3.8/ 4.1 .19x2.2 4.6/ 5.1 Job #3V01226-RED - Valley Joist West Page 2 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tl 2 - 22LH1404/910 x Parallel chord Longspan 20' 7.250 Special Crimped angle Location U2 -L3 U3 -L3 U4 -L3 Length Web W4 V2 W5 Slope 49. 77 0.00 49.77 in 31.44 20.30 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.2472 0.2472 0.297Z Shear lbs 4811 0 0 Force lbs 7448 0 0 Allow lbs 7819 7819 9454 Shear lbs Compressive Force lbs Allow lbs 0 4027 3558 0 4027 5508 3976 5819 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Job #3V01226-RED Valley Joist West Page 3 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T2 2 - 22LH1404/910 x Parallel chord Longspan 20' 8.750 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 937262 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 244 . 750 631 L/1264 1. 000 37.188 15318 FULL T & Dead B TE Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk Wind 2Lod 3Lod 6.4 0.0 0.0 0.0 6.4 0.0 0.0 0.0 3579 # Minimum Shear 600 in4 Minimum Ix L/ 776 SJI Defl 0.173 in Camber 37.188 in Right end 15318 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0 . 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0. 92 6 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44386 Pnz/n= -90093 M = 1508 No Fillers Tag end panl: L = 37.188 P = -33115 Pnx/n= -64948 M = 11269 No Filler First point: P = -33115 Pn/n = -86780 M = 17911 Chord shear: V = 8488 C = 44386 fv 5034 fc = 13810 f = 8545 Bearing seats : Tag End LLV4X3X3/8 Weld 3.43" Weld 3.43" Bot Chord: 2-L L3x3x.250 A = 2 . 875 Y Ix= 2.488 Iy= 7 . 669 Rx Center: L = 48.000 P = 46162 Pn/n Chord shear: V = 12930 T = 39060 fv Length Area R Location Web Slope in Member in2 in UO -Ll W2L 68.67 55.82 2-L2x2x.156 1.199 0.396z Ul U2 -Ll -Ll VI W3 36. 11 47 . 78 25.13 30.21 L1-1/2X.125 L1-1/2X.109 0.359 0.630 0.2962 0.2972 0.842 0 . 930 86250 8620 Tensile Fy Ry 50000 1. 633 ft = 13586 Q = 0.961 Rz = 0.592 f = 10975 Shear lbs 12930 0 0 Force lbs 35549 0 0 Allow lbE_ 35980 10781 18907 Compressive Shear lbs 0 5485 Force lbs 0 6789 12630 Allow lbs 23931 7793 14421 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.7 11.8/11.8 .13x1.8 3.7/ 4.1 .11x3.9 7.7/ 7.7 Job #3V01226-RED Customer: Valley Joist West Page 4 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T2 2 - 22LH1404/910 x Parallel chord Longspan 20' 8.750 Special Crimped angle Length Location Web Slope in U2 -L3 W4 49.77 31.44 U3 -L3 V2 0.00 20.30 U4 -L3 W5 49.77 31.44 Member L1-1/4X.109 1- L1-1/4X.109 1- L1-1/2X.109 Area in2 0.261 0.261 0.315 in 0.2472 0.2472 0.2972 Shear lbs 4810 0 0 Force lbs 7447 0 0 Allow lbs 7819 7819 9454 Shear lbs_ 0 4030 3579 Compressive Force lbs_ 0 4030 5542 Allow lbs 3976 5819 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Valley Joist West Page 5 V2.1.7.2 Job #3V0122 6-RED By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ''T3C 4 - 22LH1382/897 x Parallel chord Longspan 20' 8.250 Special Crimped angle End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext Y BCX Holdback Pitch EP/#1L 54.000 ; 0' 0.500 54.000 Uniform Live load 897 #/ft full length Uniform TSJI load 1382 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE MAX TC, BC & BRG SEAT WIDTH = SEE TC & BC COPE DETAIL RE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 919890 in-#Moment 48.000 in Interior Panel 4 Web Vees 6 1/8 FOR FIRST 4 1/2" RE NtUp 0.0 0.0 Dead Live Equk 0.0 0.0 0.0 0.0 244.250 in Design length 926 in4 Ix L/1894 Live Defl 1.000 in Chord gap 37.063 in Left end 15065 # SJI reaction 6.4 6.4 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 3516 # Minimum Shear 900 in4 Minimum Ix L/1163 SJI Defl 0.173 in Camber 37.063 in Right end 15065 # SJI reaction 0.0 Kips 0.0 Kips Top Chord: 2 -LL3-1/2X.344 A = 4 . 579 Y 1. 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 ly= 15.651 Rx 1 .078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -44226 Pnz/n= -130680 M = 1503 No Fillers Tag end panl: L = 37.063 P = -33072 Pnx/n= -100024 M = 11020 No Filler First point: P = -33072 Pn/n = -123642 M = 17510 Chord shear: V = 8359 C = 44226 fv 3471 fc = 9658 f = 5947 Bearing seats: Tag End LLV4X3X3/8 Weld 2.75" Opposite End LLV4X3X3/8 Weld 2.75" Bot Chord: 2 Center: Chord shear: -LL3-1/2X.344 A = Ix= 5.323 Iy= L = 48 . 000 P = V = 12718 T = 4.579 Y 15.651 Rx 46003 Pn/n 38896 fv Location Web •UO~'^J1 ~W2 Slope 68.97 Length 55. 71 1. 002 1. 078 137380 5281 Tensiie Fy Ry ft 50000 1.849 8494 Q = 1.000 Rz = 0.688 f = 6777 Compressi-ve L2X2X.156 Area _in2 i.l99" Shear lbs 0.3962 Force Allow Shear Force Allow lbs lbs lbs_ lbs _lbs 35433 35980 "0 0 ••2'3963 Weld Available Thick X Weld (in) Length Top/Bottm ":i6x7.6 14.6/14.6 Job #3V01226-RED - Valley Joist West Page 6 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T3C 4 - 22LH1382/897 x Parallel chord Longspan 20' 8.250 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Ul -Ll VI 36.76 24.96 1-L1-1/2X . 125 0.359 0 2962 0 0 10781 5401 6741 7823 U2 -Ll W3 47.89 29.82 1-L2x2x. 187 0.713 0 3942 0 0 21391 8359 12466 12358 U2 -L3 W4 50.20 31.24 1-H-1/4X . 109 0.261 0 2472 4744 7412 7819 0 0 4008 U3 -L3 V2 0.00 20.00 1-L1-1/4X .109 0.261 0 2472 0 0 7819 3985 3985 5100 U4 -L3 W5 50.20 31.24 1-H-1/2X .109 0.315 0 2972 0 0 9454 3516 5493 5670 Weld Thick X Length .13x1.8 .19x2.2 .11x2.3 .11x1.2 .11x1.7 Available Weld (in) Top/Bottm 3.7/ 4.1 4.6/ 5.1 4.0/ 4.6 3.3/ 3.3 4.3/ 4.8 Job #3V01226-RED Valley Joist West Page 7 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T4 4 - 22LH1360/883 x Parallel chord Longspan 20' 7.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 883 #/ft full length Uniform TSJI load 1360 #/ft full length Uniform Dead load 477 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2' TSJI 0.0 0.0 SHORT BEARING TE end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 899062 in-#Moment 48.000 in Interior Panel 4 Web Vees WELD SEAT NtUp 0.0 0.0 FULL T & Dead B TE Live 0.0 0.0 0.0 0.0 243.250 in Design length 631 in4 Ix L/1327 Live Defl 1.000 in Chord gap 36.813 in Left end 14784 # SJI reaction Equk Wind 2Lod 3Lod "674" 0.0 0.0 0.0 6.4 0.0 0.0 0.0 344 6 # Minimum Shear 600 in4 Minimum Ix L/ 814 SJI Defl 0.171 in Camber 36.813 in Right end 14784 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0 . 926 Ry = 1 . 640 Rz = 0.591 Center: L = 24.000 P = -42556 Pnz/n= -90093 M = 2961 No Fillers Tag end panl: L = 36.813 P = -31973 Pnx/n= -65326 M = 10701 No Filler First point: P = -31973 Pn/n = -86780 M = 16994 Chord shear: V = 8223 C = 42556 fv 4877 fc = 13240 f = 8223 Bearing seats : Tag End LLV4X3X3/8 Weld 3 . 30" Opposite End LLV4X3X3/8 Weld 3.30" Bot Chord: 2- Center: Chord shear: L L3x3x.250 Ix= 2.488 L = 48.000 V = 12484 UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68.67 36. 80 46. 80 Length in 55.82 25.36 29.66 A == Iy= P = T = Member 2- 1- 1- 2.875 Y 7.669 Rx 44280 Pn/n 37383 fv L2x2x.156 L1-1/2X.125 L2x2x.187 Area in2 1.199 0.359 0.713 in 0.3962 0.2962 0.3942 0.842 0.930 86250 8323 Tensile Fy Ry ft 50000 1. 633 13003 Shear lbs 12484 0 0 Force lbs 34324 0 0 Q = 0.961 Rz = 0.592 f = 10561 Allow lbs 35980 107S1 21391 Shear lbs 0 5300 8223 Compressive Weld Available Force Allow Thick x Weld (in) lbs lbs Length Top/Bottm 0 23931 .16x7.4 11.8/11.8 6619 77S4 .13x1.8 3.8/ 4.1 12014 12379 .19x2.2 4.6/ 5.1 Job #3V01226-RED Customer Valley Joist West Page 8 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T4 4 - 22LH1360/883 x Parallel chord Longspan 20' 7.250 Special Crimped angle Location Web U2 -L3 W4 U3 -L3 V2 U4 -L3 W5 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 in 0.2472 0.247Z 0.2972 Shear lbs 4679 0 0 Force lbs 7244 0 0 Allow lbs 7819 7819 9454 Shear lbs_ 0 3933 3446 Compressive Force lbs 0 3933 5335 Allow lbs 3976 5033 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.2 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.6 4.3/ 4.8 Job #3V01226-RED - Valley Joist West Page 9 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T5 4 - 22LH1360/883 x 20' Parallel chord Longspan 8.750 Special Crimped angle End Length Tag Opp 5.000 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 883 #/ft full length Uniform TSJI load 1360 #/ft full length Uniform Dead load 477 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 909807 in-#Moment 48.000 in Interior Panel 4 Web Vees 0.0 0.0 0.0 0.0 0.0 0.0 244.750 in Design length 631 in4 Ix L/1302 Live Defl 1.000 in Chord gap 37.188 in Left end 14869 # SJI reaction Equk 6.4 6.4 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 34 67 # Minimum Shear 600 in4 Minimum Ix L/ 799 SJI Defl 0.173 in Camber 37.188 in Right end 14869 # SJI reaction Top Chord: 2--L L3x3x.281 A = 3.214 Y 0. 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -43086 Pnz/n= -90093 M = 2972 No Fillers Tag end panl: L = 37.188 P = -32140 Pnx/n= -64948 M = 10916 No Filler First point: P = -32140 Pn/n = -86780 M = 17350 Chord shear: V = 8243 C = 43086 fv 4889 fc = 13405 f = 8296 Bearing seats Tag End LLV4X3X3/8 Weld 3.32" Weld 3.32' Bot Chord: Center Chord shear 2-L L3x3x.250 A = Ix= 2.488 Iy= : L = 48.000 P = V = 12549 T = UO -Ll Ul -H U2 -Ll Web W2L VI W3 Slope 68. 67 36.11 47.78 Length in 55.82 25. 13 30.21 2- 1- 1- 2.875 Y 7.669 Rx 44809 Pn/n 37915 fv 0.842 0.930 86250 8366 Tensile Fy Ry 50000 1.633 ft = 13188 Q = 0.961 Rz = 0.592 10652 Member L2x2x.156 L1-1/2X.109 L2x2x.187 Area in2 1 .199 0.315 0 .713 R in 0.3962 0.2972 0.3942 Shear lbs 12549 0 0 Force lbs 34503 0 0 Allow lbs 35980 9454 21391 Shear lbs_ 0 5344 8243 Compressive Force lbs 0 6615 12267 Allow lbs 23931 6556 12306 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.4 11.8/11.8 .11x2.0 3.7/ 4.1 .19x2.2 4.7/ 5.2 Job #3V01226-RED Valley Joist West Page 10 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T5 4 - 22LH1360/883 x Parallel chord Longspan 20' 8.750 Special Crimped angle Length Location Web Slope in U2 -L3 W"4 49.77 31.44 U3 -L3 V2 0.00 20.30 U4 -L3 W5 49.77 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.2472 0.247Z 0.2972 Shear lbs 4678 0 0 Force lbs 7243 0 0 Allow lbs 7819 7819 9454 Compressive Shear lbs Force lbs Allow lbs 0 3935 3467 0 3935 5368 Weld Available Thick X Weld (in) Length Top/Bottm 3976 .11x2.2 4.0/ 4.6 5033 .11x1.2 3.3/ 3.3 5641 .11x1.7 4.3/ 4.8 Job #3V01226-RED - Valley Joist West Page 11 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TIA 2 - 22LH1404/910 x 20'10.000 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000" 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 0.0 20.304 in Effective Depth 16.000 in Clear Depth 946547 in-#Moment 48.000 in Interior Panel 4 Web Vees 0.0 0.0 0.0 0.0 0.0 246.000 in Design length 631 in4 Ix L/1245 Live Defl 1.000 in Chord gap 37.500 in Left end 15391 # SJI reaction Equk 6.4 6.4 Wind ~070 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips 3598 # Minimum Shear 600 in4 Minimum Ix L/ 764 SJI Defl 0.175 in Camber 37.500 in Right end 15391 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44844 Pnz/n= -90093 M = 1461 No Fillers Tag end panl: L = 37.500 P = -33258 Pnx/n= -64631 M = 11457 No Filler First point: P = -33258 Pn/n = -86780 M = 18219 Chord shear: V = 8505 C = 44844 fv 5044 fc = 13952 f = 8609 Bearing seats : Tag End LLV4X3X3/8 Weld 3.45" Weld 3.45' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12986 UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68. 67 35. 53 48.56 Length in 55.82 24 . 95 30.68 A = Iy= P = T = 2.875 Y 7.669 Rx 46619 Pn/n 39519 fv 0.842 0 . 930 86250 8657 Tensile Fy = Ry = ft = 50000 1. 633 Q Rz 0. 961 0.592 13746 f = 11054 Compressive Member L2x2x.l56 L1-1/2X.125 H-1/2X. 109 Area R Shear Force Allow Shear Force Allow in2 in lbs lbs lbs lbs lbs lbs 1.199 0.396Z 12986 35703 35980 0 0 23931 0.359 0.2962 0 0 10781 5523 6787 7825 0.630 0.2972 0 0 18907 8505 12851 14345 Weld Available Thick X Weld (in) Length Top/Bottm Vl6x7.7 11.8/11.£ .13x1.8 3.7/4.0 .11x4.0 7.8/ 7.8 Job #3V01226-RED Valley Joist West ' Page 12 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92 04 0 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TIA 2 - 22LH1404/910 x Parallel chord Longspan 20'10.000 Special Crimped angle Location Web ~W4 V2 W5 U2 -L3 U3 -L3 U4 -L3 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.2472 0.2472 0.2972 Shear lbs 4810 0 0 Force lbs 7447 0 0 Allow lbs 7819 7819 9454 Shear lbs Compressive Force lbs Allow lbs 0 4032 3598 0 4032 5570 3976 5819 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Job #3V01226-RED - Valley Joist West Page 13 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T6C 4 - 22LH1371/890 x Parallel chord Longspan 20' 8.250 Special Crimped angle End Length Tag 5.000 opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 ; 0' 0.500 54.000 Uniform Live load 890 #/ft full length Uniform TSJI load 1371 #/ft full length Uniform Dead load 481 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE MAX TC, BC & BRG SEAT WIDTH = 6 1/8 FOR FIRST 4 1/2" SEE TC S BC COPE DETAIL RE RE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 913054 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0 . 0 Dead Live Equk 0.0 0.0 0.0 0.0 244.250 in Design length 926 in4 Ix L/1909 Live Defl 1.000 in Chord gap 37.063 in Left end 14953 # SJI reaction Wind 2Lod 3Lod 6.4 0.0 0.0 0.0 6.4 0.0 0.0 0.0 3488 # Minimum Shear 900 in4 Minimum Ix L/1172 SJI Defl 0.173 in Camber 37.063 in Right end 14953 # SJI reaction Kips Kips Top Chord: 2 -LL3-1/2X.344 A = 4 . 579 Y 1. 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1.078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -43897 Pnz/n= -130680 M = 2992 No Fillers Tag end panl: L = 37.063 P = -32825 Pnx/n= -100024 M = 10932 No Filler First point: P = -32825 Pn/n = -123642 M = 17370 Chord shear: V = 8298 C = 43897 fv 3446 fc = 9586 f = 5903 Bearing seats: Tag End LLV4X3X3/8 Opposite End LLV4X3X3/8 Weld 2.73" Weld 2.73" Bot Chord: Center: Chord shear: 2-LL3-1/2X.344 Ix= 5.323 L = 48.000 V = 12623 Location_ Web UO""" -LI ~W2 Slope "68'r97 Length in ""55 771 Member L2"x"^xT"i56 4 .579 Y = 1.002 Fy = 50000 Q = 1.000 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 45661 Pn/n = 137380 38607 fv 5242 ft = 8431 f = 6727 Tensile Compressive Weld Available Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 1."199 0.3962 1"262"3 •'3516"8 '3"5980" " "0" 0 23963 .16x7.6 14". 6/14 ."6 Job #3V01226-RED Customer: Valley Joist West Page 14 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) "^Tec 4 - 22LH1371/890 x Parallel chord Longspan 20' 8.250 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Ul -Ll VI 36.76 24.96 1-L1-1/2X.125 0.359 0 2962 0 0 10781 5366 6698 7823 U2 -Ll W3 47.89 29.82 1-L2x2x.187 0.713 0 394z 0 0 21391 8298 12375 12358 U2 -L3 W4 50.20 31.24 1-L1-1/4X.109 0.261 0 247z 4711 7360 7819 0 0 4008 U3 -L3 V2 0.00 20.00 1-L1-1/4X.109 0.261 0 247z 0 0 7819 3961 3961 5100 U4 -L3 W5 50.20 31.24 1-L1-1/2X.109 0.315 0 2972 0 0 9454 3488 5449 5670 Weld Thick X Length .13x1.8 .19x2.2 .11x2.3 .11x1.2 .11x1.7 Available Weld (in) Top/Bottm 3.7/ 4.1 4.6/ 5.1 4.0/ 4.6 3.3/ 3.3 4.3/ 4.8 Job #3V01226-RED Customer: Valley Joist West Page 15 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 INC. MINSHEW BROS STEEL CONST 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T7 3 - 22LH1401/908 x Parallel chord Longspan 20' 6.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5. 000 5.000 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 916998 in-#Moraent 48.000 in Interior Panel 4 Web Vees 0.0 0.0 0.0 0.0 0.0 0.0 242.250 in Design length 631 in4 Ix L/1306 Live Defl 1.000 in Chord gap 36.563 in Left end 15141 # SJI reaction Equk 6.4 6.4 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 3535 # Minimum Shear 600 in4 Minimum Ix L/ 801 SJI Defl 0.170 in Camber 36.563 in Right end 15141 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -43390 Pnz/n= -90093 M = 3043 No Fillers Tag end panl: L = 36.563 P = -32762 Pnx/n= -65578 M = 10877 No Filler First point: P = -32762 Pn/n = -86780 M = 17265 Chord shear: V = 8436 C = 43390 fv 5004 fc = 13500 f = 8402 Bearing seats : Tag End LLV4X3X3/8 Weld 3.39" Opposite End LLV4X3X3/8 Weld 3.39" Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12792 UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68. 67 37.25 46.14 Length in 55.82 25.51 29.30 A = Iy= P = T = Member 2- 1- 1- 2.875 Y 7.669 Rx 45163 Pn/n 38071 fv Area f in2 0. 842 0. 930 86250 8528 Tensile Fy Ry ft 50000 1. 633 L2x2x.l56 L1-1/2X.125 L2x2x.187 1.199 0.359 0.713 0.3962 0.2962 0.3942 Shear lbs 12792 0 0 Force lbs 35171 0 0 Q = 0.961 Rz = 0.5 92 Allow lbs 35980 10781 21391 13242 f = 10797 Compressive Weld Available Shear Force Allow Thick x Weld (in) lbs lbs lbs Length Top/Bottm 0 0 23931 .16x7.6 11.8/11.8 5399 6782 7727 .13x1.8 3.8/ 4.1 8436 12175 12427 .19x2.2 4.6/ 5.0 Job #3V01226-RED Customer Valley Joist West Page 16 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T7 3 - 22LH1401/908 x Parallel chord Longspan 20' 6.250 Special Crimped angle Tensile Location Web UZ :^L3 ~W4" U3 -L3 V2 U4 -L3 W5 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31. 44 Member L1-1/4X.103 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.247Z 0.2472 0.2972 Shear Force lbs lbs 480"2 7435 0 0 0 0 Allow lbs 7819 7819 9454 Shear lbs Compressive Force lbs 0 4019 3535 Allow lbs 0 3976 4019 5033 5474 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Job #3V01226-RED Valley Joist West Page 17 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T8 3 - 22LH1404/908 x Parallel chord Longspan 20' 8.750 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 496 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD end loads: TSJI NtUp Left TC axial load: 0.0 0.0 Right TC axial load: 0.0 0.0 22.000 in Deep 244.750 20.304 in Effective Depth 631 16.000 in Clear Depth L/1267 937262 in-#Moment 1.000 48.000 in Interior Panel 37.188 4 Web Vees 15318 SEAT FULL T & B TE Dead Live Equk 6.4 6.4 3579 600 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl L/ 776 in Chord gap 0.173 in Left end 37.188 # SJI reaction 15318 Wind oTo 0.0 2Lod 3Lod 0.0 0. 0.0 0. # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44386 Pnz/n= -90093 M = 1508 No Fillers Tag end panl: L = 37.188 P = -33115 Pnx/n= -64948 M = 11269 No Filler First point: P = -33115 Pn/n = -86780 M = 17911 Chord shear: V = 8488 C = 44386 fv 5034 fc = 13810 f = 8545 Bearing seats Tag End LLV4X3X3/8 Weld 3.43" Opposite End Weld 3.43' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12930 UO Ul U2 -Ll ion Web LJ W2L Ll VI W3 Slope 68.67 36.11 47.78 Length in 55.82 25.13 30.21 A = Iy= P = T = Member 2.875 Y 7.669 Rx 46162 Pn/n 39060 fv L2x2x.156 L1-1/2X.12S L1-1/2X.109 Area in2 1.199 0.359 0. 630 m 0.396z 0.2962 0.2972 = 0.842 Fy = 50000 Q = 0 . 961 = 0.930 Ry = 1. 633 Rz = 0.592 = 86250 8620 ft = 13586 f = 10975 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 12930 35549 35980 0 0 23931 16x7.7 11.8/11.8 0 0 10781 5485 6789 7793 13x1.8 3.7/ 4.1 0 0 18907 8488 12630 14421 11x3.9 7.7/ 7.7 Job #3V01226-RED Valley Joist West Page 18 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T8 3 - 22LH1404/908 x Parallel chord Longspan 20' 8.750 Special Crimped angle Location U2 -L3 U3 -L3 U4 -L3 Web W4 V2 W5 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member 1- Ll-l/4x.l0"9 1- L1-1/4X.109 1- L1-1/2X.109 Area in2 0.261 0.261 0.315 in 0.2472 0.2472 0.2972 Shear lbs 4810 0 0 Force lbs 7447 0 0 Allow lbs 7819 7819 9454 Shear lbs Compressive Force lbs Allow lbs 0 4030 3579 0 4030 5542 Weld Available Thick X Weld (in) Length Top/Bottm 39T6 .11x2.3 4.0/ 4.6 5819 .11x1.2 3.3/ 3.3 5641 .11x1.7 4.3/ 4.8 Job #3V01226-RED - Valley Joist West Page 19 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ''T9C 3 - 22LH1363/885 x 21' 3.000 Parallel chord Longspan Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 000 000 BCX Holdback Pitch EP/#1L 48.000 : 0' 0.500 48.000 Uniform Live load 885 #/ft full length Uniform TSJI load 1363 #/ft full length Uniform Dead load 478 #/ft full length TSJI lOOOt AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT WIDTH SEE TC & BC COPE DETAIL RE 6 1/8 FOR FIRST 4 1/2" RE end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 19.996 in Effective TSJI 0.0 0.0 Depth NtUp 0.0 0.0 Dead Live 15.000 in Clear Depth 957233 in-#Moment 48.000 in Interior Panel 0.0 0.0 0.0 0.0 251.000 in Design length 926 in4 Ix L/1769 Live Defl L/1087 1.000 in Chord gap 0.182 26.750 in Left end Equk 6.4 6.4 3564 900 Wind 2Lod 3Lod 0.0 0.0 0.0 C 0.0 C # Minimum Shear in4 Minimum Ix SJI Defl in Camber Kips Kips 26.750 in Right end 5 Web Vees 15255 # SJI reaction 15255 # SJI reaction Top Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1.002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1.078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -47870 Pnz/n= -130680 M = 2722 No Fillers Tag end panl: L = 26.750 P = -31176 Pnx/n= -110715 M = 5785 No Filler First point: P = -31176 Pn/n = -123642 M = 8750 Chord shear: V = 10484 C = 40868 fv 4354 fc = 8924 f = 6234 Bearing seats : Tag End LLV4X3X3/8 Weld 2 .79" Opposite End . LLV4X3X3/8 Weld 2.79" Bot Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1. 002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx 1. 078 Ry = 1.849 Rz = 0.688 Center: L = 48.000 P = 46120 Pn/n = 137380 Chord shear: V = 13552 T = 32114 fv 5628 ft = 7013 f = 6631 Job #3V01226-RED Valley Joist West Page 2 0 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ''T9C 3 - 22LH1363/885 x Parallel chord Longspan 21' 3.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 66 51 50.16 2-L2x2x. 156 1.199 0 .396z 13552 33994 35980 0 0 25553 .16x7.3 13.3/13.3 Ul -Ll VI 43 91 27.76 1-L1-1/2X .109 0.315 0 297z 0 0 9454 4151 5761 6183 .11x1.8 4.0/ 4.4 U2 -Ll W3 20 56 21.36 1-L2x2x. 176 0.673 0 3942 0 0 20191 10484 11197 11928 .18x2.1 4.0/ 4.1 U2 -L3 W4 50 20 31.24 1-L1-3/4X .125 0.422 0 3472 7506 11726 12656 0 0 8419 .13x3.2 4.5/ 5.1 U3 -L3 V2 0 00 20.00 1-L1-1/4X .109 0.261 0 2472 0 0 7819 3930 3930 5100 .11x1.2 3.3/ 3.3 U4 -L3 W5 50 20 31.24 1-L1-3/4X .125 0.422 0 347z 0 0 12656 4685 7318 8419 .13x2.0 4.5/ 5.1 U4 -L5 W6 50 20 31.24 1-L1-1/4X .109 0.261 0 247z 3564 5567 7819 0 0 4008 .11x1.7 4.0/ 4.6 US -L5 V2 0 00 20.00 1-L1-1/4X .109 0.261 0 2472 0 0 7819 3965 3965 5100 .11x1.2 3.3/ 3.3 Job #3V01226-RED Valley Joist West Page 21 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TIO 2 - 22LH1401/908 x 21' 3.500 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5.000 48 . 000 48.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0 . 0 0 . 0 end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 985963 in-#Moment 48.000 in Interior Panel 5 Web Vees Dead 0.0 0.0 Live •~oTo 0.0 NtUp Dead Live Equk 0 . 0 0.0 251.500 in Design length 631 in4 Ix L/1167 Live Defl 1.000 in Chord gap 26.875 in Left end 15681 # SJI reaction Wind 6.4 6.4 3670 600 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips # Minimum Shear in4 Minimum Ix L/ 717 SJI Defl 0.183 in Camber 26.875 in Right end 15681 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -48560 Pnz/n= -90093 M = 2798 No Fillers Tag end panl: L = 26.875 P = -31558 Pnx/n= -74591 M = 5999 No Filler First point: P = -31558 Pn/n = -86780 M = 9084 Chord shear: V = 10761 C = 41485 fv 6383 fc = 12907 f = 9077 Bearing seats : Tag End LLV4X3X3/8 Weld 3.52" Opposite End LLV4X3X3/8 Weld 3.52' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 13930 Length Location Web Slope in UO -Ll W2 66. 18 50.28 Ul -Ll VI 43.29 27.89 U2 -Ll W3 20.89 21.73 U2 -L3 W4 49.77 31.44 A = Iy= P = T = Member 2- 1- 1- 1- 2.875 Y 7.669 Rx 46791 Pn/n 32641 fv L2x2x.l56 L1-1/2X.109 L2x2x.176 L1-3/4X.125 Area in2 1.199 0.315 0.673 0.422 in 07396"2 0.2972 0.3942 0.3472 0.842 0. 930 86250 9286 Tensile Fy Ry 50000 1.633 ft = 11353 Q = 0.961 Rz = 0.592 f = 10884 Shear lbs 13930 0 0 7696 Force lbs_ 3 4 4" 9 6 0 0 11915 Allow lbs_ 35980 9454 20191 12656 Shear lbs 0 4253 10761 0 Compressive Force lbs Allow lbs 0 25518 5842 6163 11518 11895 0 8387 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.4 10.9/1079 .11x1.8 4.0/4.4 .18x2.2 4.0/ 4.1 .13x3.2 4.5/ 5.1 Valley Joist West Page 22 V2.1.7.2 Job #3V01226-RED Customer By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TIO 2 - 22LH1401/908 Parallel chord Longspan 21' 3.500 Special Crimped angle Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 247z 0 0 7819 4009 4009 5033 .11x1.2 3.3/ 3.3 U4 -L3 W5 49.77 31.44 1-L1-3/4X 125 0.422 0 347z 0 0 12656 4798 7429 8387 .13x2.0 4.5/ 5.1 U4 -L5 W6 49. 77 31.44 1-L1-1/4X 109 0.261 0 2472 3670 5683 7819 0 0 3976 .11x1.8 4.0/ 4.6 US -L5 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 4045 4045 5819 .11x1.2 3.3/ 3.3 Job #3V01226-RED Customer Valley Joist West Page 23 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tll 2 - 22LH1401/908 x Parallel chord Longspan 19'10.500 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead lOOOt AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE SEE TC REINF & BRG SEAT DETAIL TE TOE DOWN W2 TE TSJI end loads: TSJI NtUp Left TCiraxial load: 0.0 0.0 Right TC axial load: 0.0 0.0 22.000 in Deep 234.500 20.304 in Effective Depth 631 16.000 in Clear Depth L/1440 861139 in-#Moment 1.000 48.000 in Interior Panel 34.625 4 Web Vees 14689 Dead Live 2Lod 3Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk Wind T3T4' ""oTo ~oTo '~0~. 13.4 0.0 0.0 0. 3422 # Minimum Shear 600 in4 Minimum Ix Kips Kips L/ 882 SJI Defl 0.159 in Camber 34.625 in Right end 14689 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8 . 645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24 .000 P = -41602 Pnz/n= -90093 M = 1867 No Fillers Tag end panl: L = 34.625 P = -34135 Pnx/n= -67501 M = 9776 No Filler First point: P = -34135 Pn/n = -86780 M = 15441 Chord shear: V = 8330 C = 41602 fv 4941 fc = 12944 f = 8142 Bearing seats : Tag End L2x2x. 250 Weld 3.69" Opposite End Weld 3.28' Bot Chord: Center: Chord shear: 2-L L3x3x.250 Ix= 2.488 : L = 48.000 V = 12446 Location UO -Li"" VJeb W2L Slope 68 . 6"7 Length A = 2.875 Y Iy= 7.669 Rx P = 42412 Pn/n T = 35304 fv Area I er in2 _ "2x". 156" r.l99" 0":" 0.842 0. 930 86250 8297 Tensile Fy Ry ft 50000 1. 633 Shear lbs_ ""124-96 Force lbs Q Rz 0.961 0.592 Allow __lbs_ "35980 12280 f = 10322 Compressive Weld Available Thick X Weld (in) Length Top/Bottm Shear lbs Force lbs Allow lbs 23931 .16x7.4 11.8/11.e Job #3V01226-RED Valley Joist West Page 24 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Project: Tll 2 - 22LH1401/908 x Parallel chord Longspan 19'10.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm Ul -Ll VI 40 56 26.72 2-Llxlx.109 0 .412 0 196z 0 0 12367 5172 6807 8810 . 11x2 .1 7 0/ 7.0 U2 -Ll W3L 40 35 26.64 1-L2x2x.176 0 .673 0 3942 0 0 20191 8330 10930 11428 . 18x2 .1 4 4/4.7 U2 -L3 W4 49 77 31.44 1-L1-1/4X.109 0 .261 0 2472 4805 7440 7819 0 0 3976 .11x2 .3 4 0/ 4.6 US -L3 V2 0 00 20.30 1-L1-1/4X.109 0 261 0 2472 0 0 7819 4010 4010 5033 .11x1 .2 3 3/ 3.3 U4 -L3 W5 49 77 31.44 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 3422 5299 5641 .11x1 . 6 4 3/ 4.8 U4 -L5 W5 49 77 31.44 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 3422 5299 5641 . 11x1 . 6 4 3/ 4.8 U5 -L5 V2 0 00 20.30 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4010 4010 5033 .11x1 .2 3 3/ 3.3 U6 -L5 W4 49 77 31.44 1-L1-1/4X.109 0 261 0 2472 4805 7440 7819 0 0 3976 .11x2 3 4 0/ 4.6 U6 -L7 W3R 40 35 26.64 1-L2x2x.l76 0 . 673 0 3942 0 0 20191 8330 10930 11428 .18x2 .1 4 3/4.7 U7 -L7 V3 40 56 26.72 1-L1-1/2X.125 0 359 0 296z 0 0 10781 5172 6807 7509 .13x1 .8 3 9/ 4.3 U8 -L7 W2R 68 67 55.82 2-L2x2x.l56 1 199 0 3962 12446 34219 35980 0 0 23931 .16x7 4 11. 9/11.9 Job #3V01226-RED Valley Joist West Page 25 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T13C 2 - 22LH1332/866 x 19'10.000 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.0 00 Depth Slope Holes Top Chord Ext 5.000 5.000 Y BCX Holdback Pitch EP/#1L 54.000 ! 0' 0.500 54.000 Uniform Live load 866 #/ft full length Uniform TSJI load 1332 #/ft full length uniform Dead load 466 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE MAX TC, BC & BRG SEAT WIDTH = 6 1/8 FOR FIRST 4 1/2' SEE TC & BC COPE DETAIL RE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 818240 in-#Moment 48.000 in Interior Panel NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 234.000 in Design length 926 in4 Ix L/2231 Live Defl 1.000 in Chord gap 34.500 in Left end RE Equk 13.4 13.4 Wind 0.0 0.0 2Lod 0.0 0.0 3247 # Minimum Shear 900 in4 Minimum Ix L/1366 SJI Defl 0.158 in Camber 34.500 in Right end 3Lod 0.0 Kips 0.0 Kips 4 Web Vees 13987 # SJI reaction 13987 # SJI reaction Top Chord: 2 -LL3-l/2x.344 A = 4 . 579 Y = 1.002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1. 849 Rz = 0.688 Center: L = 24.000 P = -40384 Pnz/n=-130680 M = 1791 No Fillers Tag end panl: L = 34.500 P = -33238 Pnx/n=-102895 M = 9229 No Filler first point: P = -33238 Pn/n =-123642 M = 14572 Chord shear: V = 7948 C = 40384 fv = 3301 fc = 8819 f = 5508 Bearing seats: Tag End LLV4X3X3/8 Weld 2.54' Opposite End LLV4X3X3/8 Weld 2.54' Bot Chord: ^ Center: Chord shear: -LL3-1/2X.344 Ix= 5.323 L = 48.000 V = 11850 P = T = Length Loca_tion_ Web UO "-^Ll '"W2 Slope 6"8 .""97 L"2X2X. 14"5 4 . 579 Y = 1.002 Fy = 50000 Q = 1.000 15.651 Rx = 1.078 Ry = 1 . 849 Rz = 0.688 40919 Pn/n = 137380 Ry = 34032 fv 4921 ft = 7432 f = 6166 Tensile Compressive Weld Available Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 1.113 07396Z 11850 33015" •""33539 '"" 0 """0 "21869 ""14x7 77" 14.5/14.S Job #3V01226-RED Customer Valley Joist West Page 2 6 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42rid edition ASD. Comments: CBC 2010 (IBC 2006) *T13C 2 - 22LH1332/866 x Parallel chord Longspan Length 19'10.000 Special Crimped angle Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm Ul -Ll VI 41.19 26 57 1-L1-1/2X .125 0 .359 0 2962 0 0 10781 4955 6584 7536 .13x1.8 3.9/ 4.3 U2 -Ll W3 40.37 26 25 1-L2x2x. 176 0 . 673 0 3942 0 0 20191 7948 10432 11468 .18x2.0 4.3/ 4.7 U2 -L3 W4 50.20 31 24 1-L1-1/4X .109 0 .261 0 2472 4599 7184 7819 0 0 4008 .11x2.2 4.0/ 4.6 U3 -L3 V2 0.00 20 00 1-L1-1/4X . 109 0 .261 0 247z 0 0 7819 3866 3866 5100 .11x1.2 3.3/ 3.3 U4 -L3 W5 50.20 31 24 1-L1-1/2X .109 0 .315 0 297z 0 0 9454 3247 5072 5670 .11x1.6 4.3/ 4.8 Valley Joist West Page 27 V2.1.7 . 2 Job #3V01226-RED By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T15 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle End Length Tag 6.000 Opp 5.000 Depth Slope Holes Top Chord Ext ,000 ,000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/4" SHORT BEARING RE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 985963 in-#Moment 48.000 in Interior Panel 5 Web Vees WELD SEAT FULL T & B RE NtUp 0.0 0.0 251.500 631 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix L/1167 Live Defl 1.000 in Chord gap 26.875 in Left end 15681 # SJI reaction Equk Wind 2Lod 3Lod 10.2 0.0 0.0 0.0 Kips 10.2 0.0 0.0 0.0 Kips 3670 # Minimum Shear 600 in4 Minimum Ix L/ 717 SJI Defl 0.183 in Camber 26.875 in Right end 15681 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0 . 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -48560 Pnz/n= -90093 M = 2798 No Fillers Tag end panl: L = 26.875 P = -32151 Pnx/n= -74591 M = 5999 No Filler First point: P = -32151 Pn/n = -86780 M = 9084 Chord shear: V = 10761 C = 41485 fv 6383 fc = 12907 f = 9077 Bearing seats : Tag End LLV4X3X3/8 Weld 3.52" Opposite End LLV4X3X3/8 Weld 3.52" Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 13930 Location UO -Ll Ul -Ll U2 -Ll Web Slope W2L 66.18 VI 43.29 W3 20.89 Length in 50.28 27.89 21. 73 A = Iy= p = T = Member L2x2x.156 L1-1/2X.109 L2x2x.176 2.875 Y = 0.842 Fy = 50000 Q = 0 . 961 7.669 Rx = 0.930 Ry = 1.633 Rz = 0 .592 46791 Pn/n = 86250 32641 fv 9286 ft = 11353 f = 10884 Tensile Compressive Weld Available Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 1.199 0.3962 13930 34496 35980 0 0 25518 16x7.4 10.9/10.9 0.315 0.2972 0 0 9454 425S 5845 6163 11x1.8 4.0/ 4.4 0. 673 0.3942 0 0 20191 10761 11518 11895 18x2.2 4.0/ 4.1 Job #3V01226-RED - Valley Joist West Page 28 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T15 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U2 -L3 W4 49.77 31.44 1-L1-3/4X 125 0.422 0 3472 7696 11915 12656 0 0 8387 U3 -L3 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 247z 0 0 7819 4009 4009 5033 U4 -L3 W5 49.77 31.44 1-L1-3/4X 125 0.422 0 347z 0 0 12656 4798 7429 8387 U4 -L5 W6 49.77 31.44 1-L1-1/4X 109 0.261 0 2472 3670 5683 7819 0 0 3976 U5 -L5 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 4045 4045 5819 Weld Thick X Length 7r3""x372 .11x1.2 .13x2.0 .11x1.8 .11x1.2 Available Weld (in) Top/Bottm 4.5/ 5.1 3.3/ 3.3 4.5/ 5.1 4.0/ 4.6 3.3/ 3.3 Job #3V01226-RED Valley Joist West Page 2 9 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T16C 1 - 22LH1363/885 x Parallel chord Longspan 21' 3.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 ; 0' 0.500 48.000 Uniform Live load 885 #/ft full length Uniform TSJI load 1363 #/ft full length Uniform Dead load 478 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT WIDTH = SEE TC & BC COPE DETAIL RE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 957233 in-#Moment 48.000 in Interior Panel 5 Web Vees 6 1/8 FOR FIRST 4 1/2" RE NtUp 0.0 0.0 Dead Live Equk Wind 2Lod 3Lod 0.0 0.0 10.2 0.0 0.0 10.2 251.000 in Design length 3564 926 in4 Ix 900 L/1769 Live Defl 1.000 in Chord gap 26.750 in Left end 15255 # SJI reaction 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips # Minimum Shear in4 Minimum Ix L/1087 SJI Defl 0.182 in Camber 26.750 in Right end 15255 # SJI reaction Top Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1 . 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1 . 078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -47870 Pnz/n= -130680 M = 2722 No Fillers Tag end panl: L = 26.750 P = -31826 Pnx/n= -110715 M = 5785 No Filler First point: P = -31826 Pn/n = -123642 M = 8750 Chord shear: V = 10484 C = 40868 fv 4354 fc = 8924 f = 6234 Bearing seats : Tag End LLV4X3X3/8 Weld 2 .79" Opposite End LLV4X3X3/8 Weld 2.79" Bot Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1 .002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx 1 . 078 Ry = 1 .849 Rz = 0.688 Center: L = 48.000 P = 46120 Pn/n = 137380 Chord shear: V = 13552 T = 32114 fv 5628 ft = 7013 f = 6631 Job #3V01226-RED Valley Joist West Page 30 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T16C 1 - 22LH1363/885 x Parallel chord Longspan 21' 3.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 66 51 50.16 2-L2x2x. 156 1.199 0 .3962 13552 33994 35980 0 0 25553 .16x7.3 13.3/13.3 Ul -Ll VI 43 91 27.76 1-L1-1/2X .109 0.315 0 297z 0 0 9454 4153 5765 6183 .11x1.8 4.0/ 4.4 U2 -Ll W3 20 56 21.36 1-L2x2x. 176 0.673 0 394z 0 0 20191 10484 11197 11928 .18x2.1 4.0/ 4.1 U2 -L3 W4 50 20 31.24 1-L1-3/4X .125 0.422 0 347z 7506 11726 12656 0 0 8419 .13x3.2 4.5/ 5.1 U3 -L3 V2 0 00 20.00 1-L1-1/4X . 109 0.261 0 2472 0 0 7819 3930 3930 5100 .11x1.2 3.3/ 3.3 U4 -L3 W5 50 20 31.24 1-L1-3/4X .125 0.422 0 3472 0 0 12656 4685 7318 8419 .13x2.0 4.5/ 5.1 U4 -L5 W6 50 20 31.24 1-L1-1/4X . 109 0.261 0 247z 3564 5567 7819 0 0 4008 .11x1.7 4.0/ 4.6 US -L5 V2 0 00 20.00 1-L1-1/4X .109 0.261 0 2472 0 0 7819 3965 3965 5100 .11x1.2 3.3/ 3.3 Job #3V01226-RED Valley Joist West Page 31 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T17 1 - 22LH1401/908 x Parallel chord Longspan 20' 8.750 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2' TE TSJI SHORT BEARING end loads Left TC axial load: ~0T Right TC axial load: 0. 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 935391 in-#Moment 48,000 in Interior Panel 4 Web Vees WELD SEAT FULL T & NtUp 0.0 0.0 Dead B TE Live Equk 0.0 0.0 10.2 0.0 0.0 10.2 244.750 in Design length 3572 631 in4 Ix 600 L/1267 Live Defl L/ 777 1.000 in Chord gap 0.173 37.188 in Left end 37.188 15287 # SJI reaction 15287 Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0 . 92 6 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44297 Pnz/n= -90093 M = 3061 No Fillers Tag end panl: L = 37.188 P = -33426 Pnx/n= -64948 M = 11245 No Filler First point: P = -33426 Pn/n = -86780 M = 17873 Chord shear: V = 8471 C = 44297 fv 5024 fc = 13782 f = 8528 Bearing seats Tag End LLV4X3X3/8 Weld 3.42" Opposite End Weld 3 . 42' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12904 Location Web UO -Ll W2L Ul -Ll VI U2 -Ll W3 Slope 68. 67 36.11 47.73 Length in 55.82 25.13 30.21 A = Iy= P = T = 2.875 Y 7.669 Rx 46069 Pn/n 38982 fv Member 2^ L2x2x.156 1- L1-1/2X.125 2- L1-1/2X.109 Area in2 1.199 0.359 0. 630 in 0.3962 0.2962 0.2972 = 0.842 Fy = 50000 Q = 0.961 = 0.930 Ry = 1. 633 Rz = 0.592 = 86250 8603 ft = 13559 f = 10953 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 12904 35478 35980 0 0 23931 16x7.7 11.8/11. 8 0 0 10781 5477 6779 7793 13x1.8 3.7/ 4.1 0 0 18907 8471 12606 14421 11x3.9 7.7/ 7.7 Valley Joist West Page 32 V2.1.7.2 Job #3V01226-RED By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T17 1 - 22LH1401/908 x Parallel chord Longspan 20' 8.750 Special Crimped angle Location U2 U3 U4 -L3 Web L3 W4 L3 V2 W5 Slope 49.77 0.00 49.77 Length m 31.44 20.30 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area ln2 0.261 0.261 0.315 0.2472 0.2472 0.297Z Shear lbs 4801 0 0 Force lbs 7433 0 0 Allow lbs 7819 7819 9454 Compressive Shear lbs Force lbs 0 4023 3572 0 4023 5530 Allow lbs 3976 5819 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Valley Joist West Page 33 V2.1.7.2 Job #3V01226-RED By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T18 1 - 22LH1401/908 x Parallel chord Longspan 20' 6.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T S B TE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 916998 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp Dead Live Equk 0.0 0.0 0.0 0.0 0.0 0.0 242.250 in Design length 631 in4 Ix L/1306 Live Defl 1.000 in Chord gap 36.563 in Left end 15141 # SJI reaction 10. 10 . Wind ~0T0 0.0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 3535 # Minimum Shear 600 in4 Minimum Ix L/ 801 SJI Defl 0.170 in Camber 36.563 in Right end 15141 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -43390 Pnz/n= -90093 M = 3043 No Fillers Tag end panl: L = 36.563 P = -33186 Pnx/n= -65578 M = 10877 No Filler First point: P = -33186 Pn/n = -86780 M = 17265 Chord shear: V = 8436 C = 43390 fv 5004 fc = 13500 f = 8402 Bearing seats Tag End LLV4X3X3/8 Weld 3.39" Weld 3.39' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12792 UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68.67 37 .25 46. 14 Length in 55.82 25.51 29.30 A = Iy= P = T = Member 2- 1- 1- 2.875 Y 7.669 Rx 45163 Pn/n 38071 fv 0.842 0. 930 86250 8528 Tensile Area in2 in L2x2x.156 L1-1/2X.125 L2x2x.187 1.199 0.3962 0.359 0.2962 0.713 0.394Z Shear lbs 12792 0 0 Fy Ry 50000 1. 633 ft = 13242 Q = 0.961 Rz = 0.592 f = 10797 Force lbs 35171 0 0 Allow lbs 35980 10781 21391 Shear lbs 0 5401 8436 Compressive Weld Available Allow Thick X Weld (in) lbs Length Top/Bottm 23931 .16x7.6 11.8/11.8 7727 .13x1.8 3.8/4.1 12427 .19x2.2 4.6/ 5.0 Force lbs 0 6785 12175 Job #3V01226-RED Valley Joist West Page 34 V2.1. 7 . 2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T18 1 - 22LH1401/908 x Parallel chord Longspan 20' 6.250 Special Crimped angle Location U2 :^3 U3 -L3 U4 -L3 W^ W4 V2 W5 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member "L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.247Z 0.2472 0.2972 Shear lbs 4802 0 0 Force lbs 7435 0 0 Allow lbs 7819 7819 9454 Shear lbs Compressive Force lbs Allow lbs 0 4019 3535 0 4019 5474 3976 5033 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Job #3V01226-RED - Customer: Valley Joist West Page 35 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Coitiments: CBC 2010 (IBC 2006) Tl9 2 - 22LH1404/910 x Parallel chord Longspan 20'11.500 Special Crimped angle End Length Tag Opp 5.000 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 0' 0.500 BCX Holdback Pitch EP/»1L 54.000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL T & B TE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 957748 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 247.500 in Design length 631 in4 Ix L/1222 Live Defl 1.000 in Chord gap 37.875 in Left end 15479 # SJI reaction Equk 6.4 6.4 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 3620 # Minimum Shear 600 in4 Minimum Ix L/ 751 SJI Defl 0.177 in Camber 37.875 in Right end 15479 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0 . 854 Fy = 50000 Q = 1.000 Bridg < 27 9" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -45396 Pnz/n= -90093 M = 1404 No Fillers Tag end panl: L = 37.875 P = -33430 Pnx/n= -64249 M = 11683 No Filler First point: P = -33430 Pn/n = -86780 M = 18593 Chord shear: V = 8526 C = 45396 fv 5057 fc = 14124 f = 8686 Bearing seats : Tag End LLV4X3X3/8 Weld 3.47" Weld 3.47" Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 13053 UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68. 67 34.83 49.47 Length in 55.82 24.73 31.25 A = Iy= P = T = 2- 1- 2- 2.875 Y 7.669 Rx 47170 Pn/n 40074 fv 0.842 0. 930 86250 8702 Tensile Fy = Ry = ft = 50000 1. 633 Member L2x2x.l5"6 L1-1/2.X.125 L1-1/2X.109 Area in2 1.199 0.359 0. 630 in 0.3962 0.2962 0.2972 Shear lbs 13053 0 0 Force lbs 35888 0 0 Q Rz 0. 961 0 . 592 Allow lbs 35980 10781 18907 13939 f Compressive 11149 Shear lbs_ 0 5569 8526 Force lbs Allow _ lbs 0 23931 6764 7863 13120 14251 Weld Available Thick X Weld lin) Length Top/Bottm 16x7.7 11.8/11.8 13x1.8 3.7/ 4.0 11x4.1 7.9/ 7.9 Job #3V01226-RED - Valley Joist West Page 3 6 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T19 2 - 22LH1404/910 x 20'11.500 Special Crimped angle Parallel chord Longspan Location Web W4 V2 U2 -L3 U3 -L3 U4 -L3 Slope 49.77 0.00 Length 31.44 20.30 W5 49.77 1- 1- L1-1/4X.109 L1-1/4X.109 Area in2 0.261 0.261 Tensile Shear lbs 0.2472 0.2472 Force lbs 4809 7446 0 0 L1-1/2X.109 0.315 0.2972 Allow lbs 7819 7819 Shear lbs Compressive Force lbs Allow lbs 0 4035 3620 0 4035 5604 3976 5819 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.£ Job #3V01226-RED Valley Joist West Page 37 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20 2 - 28LH1351/857 x 28'10.250 Special Crimped angle Parallel chord Longspan End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 0' 0.500 BCX Holdback Pitch EP/#1L 54 .000 54.000 Uniform Live load 857 #/ft full length Uniform TSJI load 1351 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI end loads Left TC axial load Right TC axial load 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1733994 in-#Moment 56.000 in Interior Panel 6 Web Vees NtUp 0.0 0.0 342.250 1172 L/ 912 Dead Live Equk Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl 1.000 in Chord gap 29.563 in Left end 20266 # SJI reaction 6.4 0.0 0.0 0.0 6.4 0.0 0.0 0.0 4816 # Minimum Shear 1150 in4 Minimum Ix L/ 555 SJI Defl 0.339 in Camber 29.563 in Right end 20266 # SJI reaction 0.000 in Opp TCX Defl Kips Kips Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0.922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -64212 Pnz/n= -97327 M = 3677 No Fillers Tag end panl: L = 29.563 P = -36505 Pnx/n= -79959 M = 7048 No Filler First point: P = -36505 Pn/n = -96122 M = 10502 Chord shear: V = 15101 C = 50081 fv 8041 fc = 14067 f = 10683 Bearing seats Tag End LLV4X3X3/8 Weld 4 .15" Opposite End LLV4X3X3/8 Weld 4.15' Bot Chord: 2 -L L3x3x .281 A = 3.214 Y Ix= 2 .756 Iy= 8.645 Rx Center: L = 56 000 P = 65979 Pn/n Chord shear: V = 18450 T = 37716 fv Length Area R Location Web Slope in Member ln2 in UO -Ll W2 63. 19 58.26 2- L2x2x.l87 1.426 07J942 Ul -Ll VI 40. 49 34.56 1- L1-1/2X.12S 0.359 0.2962 U2 -Ll W3 15. 17 27 . 23 2- L1-1/2X.125 0.719 0.2962 U2 -L3 W4 46. 81 38.40 1- L2x2x.l56 0. 600 0.3962 0.854 0 . 926 96422 10943 Tensile Fy Ry ft 50000 1. 640 11735 Shear lbs 18450 0 0 11779 Q Rz 1. 000 0 . 591 f = 12417 Force Allow lbs_ lbs 40902 42782 0 10781 0 21563 17211 17990 Shear lbs 0 4467 15101 0 Compressive Force lbs 0 5874 15646 0 Allow lbs 28674 6049 17858 11705 Weld Thick X Length . r9x7."l .13x1.6 .13x4.2 .16x3.7 Available Weld (in) Top/Bottm 97 8/ 9.8 3.9/ 4.3 6.5/ 6.5 4.7/ 5.1 Job #3V01226-RED - Valley Joist West Page 38 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 9204 0 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20 2 - 28LH1351/857 x Parallel chord Longspan Length 28'10.250 Special Crimped angle Compressive Available Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 26.28 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4403 4403 4840 .11x1.4 3.3/ 3.3 U4 -L3 W5 46.81 38.40 1-L2x2x.l76 0 .673 0 394z 0 0 20191 8544 12485 13510 .18x2.4 4.7/ 5.1 U4 -L5 W6 46.81 38.40 1-L1-1/4X.109 0 .261 0 2472 5310 7759 7819 0 0 2876 .11x2.4 3.9/ 4.4 US -LS V2 0.00 26.28 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4473 4473 4840 .11x1.4 3.3/ 3.3 U6 -L5 W7 46.81 38.40 1-L1-3/4X.125 0 .422 0 347z 0 0 12656 4816 7038 7224 .13x1.9 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 3 9 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20A 2 - 28LH1351/857 x Parallel chord Longspan 28'10.250 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 000 000 0' 0.500 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 857 #/ft full length Uniform TSJI load 1351 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0 . 0 end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1733994 in-#Moment 56.000 in Interior Panel 6 Web Vees NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 342.250 in Design length 1172 in4 Ix L/ 912 Live Defl 1.000 in Chord gap 29.563 in Left end 20266 # SJI reaction Equk 6.4 6.4 Wind ~oTo 0.0 2Lod 0.0 0.0 3Lod 0.0 0.0 4815 # Minimum Shear 1150 in4 Minimum Ix L/ 555 SJI Defl 0.33 9 in Camber 29.563 in Right end 20266 # SJI reaction 0.000 in Opp TCX Defl Kips Kips Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0 . 922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -64212 Pnz/n= -97327 M = 3677 No Fillers Tag end panl: L = 29.563 P = -36505 Pnx/n= -79959 M = 7048 No Filler First point: P = -36505 Pn/n = -96122 M = 10502 Chord shear: V = 15101 C = 50081 fv 8041 fc = 14067 f = 10683 Bearing seats Tag End LLV4X3X3/8 Weld 4 .15" Opposite End LLV4X3X3/8 Weld 4.15' Bot Chord: 2 -L L3x3x .281 A = 3.214 Y Ix= 2 .756 Iy= 8 . 645 Rx Center: L = 56 000 P = 65979 Pn/n Chord shear: V = 18450 T = 37716 fv Length Area R Location Web Slope in Member in2 in UO -Ll W2 63. 19 58.26 2- L2x2x.l87 1.426 0.3942 Ul -Ll VI 40. 49 34.56 1- L1-1/2X.125 0.359 0.2962 U2 -Ll W3 15. 17 27.23 2- L1-1/2X.125 0.719 0.2962 U2 -L3 W4 46. 81 38.40 1- L2x2x.l56 0.600 0.3962 0 . 854 0. 926 96422 10943 Tensile Fy Ry 50000 1. 640 ft = 11735 Q Rz 1 . 000 0.591 f = 12417 Shear lbs 18450 0 0 11779 Force lbs 40902 0 0 17211 Allow lbs 42782 10781 21563 17990 Shear lbs 0 4467 ISlOl 0 Compressive Force lbs 0 5874 15646 0 Allow lbs 28674 6049 17858 11705 Weld Thick X Length .19x7.4 .13x1.6 .13x4.2 .16x3.7 Available Weld (in) Top/Bottm 9.8/" 97 8 3.9/ 4.3 6.5/ 6.5 4.7/ 5.1 Job #3V01226-RED Valley Joist West Page 4 0 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20A 2 - 28LH1351/857 x Parallel chord Longspan 28'10.250 Special Crimped angle Tensile Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U3 -L3 V2 0.00 26.28 1-L1-1/4X.109 0.261 0 "^472 0 0 7819 4403 4403 4840 U4 -L3 W5 46.81 38.40 1-L2x2x.l76 0. 673 0 3942 0 0 20191 8544 12485 13S10 U4 -LS W6 46.81 38.40 1-L1-1/4X.109 0.261 0 2472 5310 7759 7819 0 0 2876 US -LS V2 0.00 26.28 1-L1-1/4X.109 0.261 0 247z 0 0 7819 4473 4473 4840 U6 -L5 W7 46.81 38.40 1-L1-3/4X.125 0.422 0 3472 0 0 12656 4816 7038 7224 Weld Thick X Length .11x1."4 .18x2.4 .11x2.4 .11x1.4 .13x1.9 Available Weld (in) Top/Bottm 3.3/ 3.3" 4.7/ 5.1 3.9/ 4.4 3.3/ 3.3 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 41 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T21C 4 - 28LH1331/846 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5.000 0 . 500 0.500 48.000 48.000 Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT WIDTH = SEE TC & BC COPE DETAIL BE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 28.000 in Deep 25.849 in Effective Depth 20.500 in Clear Depth 1673260 in-#Moment 56.000 in Interior Panel 6 Web Vees 6 1/8 FOR FIRST 4 1/2" BE NtUp 0.0 0.0 338.500 1791 L/1459 1. 000 28.625 19773 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 6.4 6.4 4693 1725 L/ 889 0.332 28.625 19773 Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 349" Ix= 8.717 Iy= 24.067 Rx 1 .235 Ry = 2.051 Rz = 0.788 Center: L = 28.000 P = -62961 Pnz/n= -162872 M = 3621 No Fillers Tag end panl: L = 28.625 P = -32120 Pnx/n= -140190 M = 6538 No Filler First point: P = -32120 Pn/n = -154406 M = 9645 Chord shear: V = 14841 C = 48788 fv 4947 fc = 8531 f = 6532 Bearing seats : Tag End LLV4X3X3/8 Weld 3.37" Opposite End LLV4X3X3/8 Weld 3.37" Bot Chord: 2 -LL3-1/2X.375 A = 4.969 Y 1.013 Fy = 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx 1. 074 Ry = 1. 855 Rz = 0.687 Center: L = 56.000 P = 64733 Pn/n = 149063 Chord shear: V = 18049 T = 36386 fv 6876 ft = 7323 f = 7790 Job #3V01226-RED Valley Joist West Page 4 2 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) >^T21C 4 - 28LH1331/846 x Parallel chord Longspan 28' 6.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll • W2 60 67 52.77 2-L2x2x.l63 1 .251 0 . 3952 18049 3"6844 37526 0 0 26197 .16x7.6 13.1/11.0 Ul -Ll VI 33 91 31.15 1-L1-1/2X.109 0 .315 0 297z 0 0 9454 4308 5191 5684 .11x1.6 3.7/ 4.0 U2 -Ll W3 23 52 28.19 2-L1-1/2X.125 0 .719 0 296z 0 0 21563 14841 16186 17669 .13x4.4 8.5/ 7.5 U2 -L3 W4 47 29 38.11 1-L2x2x.l56 0 .600 0 396z 11618 17128 17990 0 0 11770 .16x3.7 4.7/ 5.1 U3 -L3 V2 0 00 25.85 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4350 4350 4913 .11x1.3 3.3/ 3.3 U4 -L3 W5 47 29 .38.11 1-L2x2x.l63 0 . 625 0 395z 0 0 18763 8430 12427 12412 .16x2.6 4.7/ 5.1 U4 -L5 W6 47 29 38.11 1-L1-1/4X.109 0 .261 0 247z 5241 7727 7819 0 0 2921 .11x2.4 3.9/ 4.4 U5 -L5 V2 0 00 25.85 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4420 4420 4913 .11x1.4 3.3/ 3.3 U6 -LS W7 47 29 38. 11 1-L1-3/4X.125 0 .422 0 3472 0 0 12656 4693 6919 7274 .13x1.9 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 43 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T22 8 - 28LH1311/834 x Parallel chord Longspan 28' 7.500 Special Crimped angle End Length Depth Slope Holes Top Chord Ext Tag 6.000 5.000 Opp 6.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 834 #/ft full length Uniform TSJI load 1311 #/ft full length Uniform Dead load 477 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1658898 in-#Moment 56.000 in Interior Panel 6 Web Vees NtUp 0.0 0.0 339.500 1172 L/ 960 1 . 000 28.875 19545 Dead Live Equk 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Wind 2Lod 3Lod 6.4 0.0 0.0 0.0 Kips 6.4 0.0 0.0 0.0 Kips 4 63 6 # Minimum Shear 1150 in4 Minimum Ix L/ 586 SJI Defl 0.334 in Camber 28.875 in Right end 19545 # SJI reaction Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0. 865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0.922 Ry = 1. 647 Rz = 0.589 Center: L = 28.000 P = -61404 Pnz/n= -97327 M = 3567 No Fillers Tag end panl: L = 28.875 P = -31212 Pnx/n= -80638 M = 6545 No Filler First point: P = -31212 Pn/n = -96122 M = 9682 Chord shear: V = 14643 C = 47665 fv 7797 fc = 13389 f = 10277 Bearing seats : Tag End LLV4X3X3/8 Weld 3. 99" Opposite End LLV4X3X3/8 Weld 3.99" Bot Chord: 2-L L3x3x.281 A = Ix= 2.756 Iy= Center: L = 56.000 P = Chord shear: V = 17832 T = Member Location Web Slope Length in UO -Ll W2" 60.26 52.98 2- Ul -Ll VI 33.09 31. 37 1- U2 -Ll W3 24 .09 28.79 2- U2 -L3 W4 46.81 38 .40 1- 3.214 Y 8.645 Rx 63121 Pn/n 35643 fv L2x2x.l56 L1-1/2X.109 L1-1/2X.125 L2x2x.145 Area in2 17199 0.315 0.719 0.559 0.396Z 0.2972 0.2962 0.3962 0.854 0.926 96422 10577 Tensile Shear lbs 17832 0 0 11454 Force lbs 35947 0 0 16736 Fy = 50000 Q = 1.000 Ry = 1. 640 Rz = 0.591 ft = 11090 f = 11942 Compressive Weld Available Allow lbs Shear lbs Force Allow Thick x lbs lbs Length Weld (in) Top/Bottm 35980 9454 21563 16769 0 4285 14643 0 0 5115 16040 0 24754 5651 17549 10691 16x7.8 11x1.6 13x4.3 14x3.9 9.2/ 9.2 3.7/ 4.0 6.5/ 6.5 4.7/ 5.1 Job #3V01226-RED - Customer: Valley Joist West Page 44 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 INC. MINSHEW BROS STEEL CONST 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T22 8 - 28LH1311/834 x Parallel chord Longspan 28' 7.500 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U3 -L3 V2 0.00 26.28 1-L1-1/4X.109 0.261 0 2472 0 0 7819 4297 4297 4840 U4 -L3 W5 46.81 38.40 1-L2x2x.l63 0.625 0 395z 0 0 18763 8312 12146 12342 U4 -L5 W6 46.81 38.40 1-L1-1/4X.109 0.261 0 247z 5171 7556 7819 0 0 2876 US -LS V2 0.00 26.28 1-L1-1/4X.109 0.261 0 247z 0 0 7819 4366 4366 4840 U6 -LS W7 46.81 38.40 1-L1-3/4X.125 0. 422 0 3472 0 0 12656 4636 6775 7224 Weld Thick X Length .11x1.3 .16x2.5 .11x2.3 .11x1.3 .13x1.8 Available Weld (in) Top/Bottm 3.3/ 3.3 4.7/ 5.1 3.9/ 4.4 3.3/ 3.3 4.4/ 4.9 Job #3V01226~RED Valley Joist West Page 45 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T23C 4 - 28LH1321/840 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5.000 Y Y 0.500 0.500 48.000 48.000 Uniform Live load 840 #/ft full length Uniform TSJI load 1321 #/ft full length Uniform Dead load 481 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT WIDTH = SEE TC & BC COPE DETAIL BE end loads: TSJI Left TC axial load Right TC axial load 28.000 in Deep 25.849 in Effective 20.500 in Clear Depth 1661325 in-#Moment 56.000 in Interior Panel 6 Web Vees 6 1/8 FOR FIRST 4 1/2" BE 0.0 0.0 Depth NtUp 0.0 0.0 Dead Live Equk Wind 2Lod 3Lod 0.0 0.0 6.4 0.0 0.0 6.4 338.500 in Design length 4658 1791 in4 Ix L/1469 Live Defl 1.000 in Chord gap 28.625 in Left end 19632 # SJI reaction 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips # Minimum Shear 1725 in4 Minimum Ix L/ 896 SJI Defl 0.332 in Camber 28.625 in Right end 19632 # SJI reaction Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 349" Ix= 8.717 Iy= 24.067 Rx 1.235 Ry = 2 . 051 Rz = 0.788 Center: L = 28.000 P = -62512 Pnz/n= -162872 M = 3606 No Fillers Tag end panl: L = 28.625 P = -31890 Pnx/n= -140190 M = 6489 No Filler First point: P = -31890 Pn/n = -154406 M = 9572 Chord shear: V = 14736 C = 48440 fv 4912 fc = 8470 f = 6486 Bearing seats : Tag End LLV4X3X3/8 Weld 3.35" Opposite End LLV4X3X3/8 Weld 3.35" Bot Chord: 2 -LL3-1/2X.375 A = 4.969 Y 1.013 Fy = 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx 1. 074 Ry = 1. 855 Rz = 0.687 Center: L = 56.000 P = 64271 Pn/n = 149063 Chord shear: V = 17920 T = 36127 fv 6827 ft = 7271 f = 7734 Job #3V01226-RED Valley Joist West Page 46 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T23C 4 - 28LH1321/840 x Parallel chord Longspan 28' 6.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 67 52.77 2-L2x2x. 163 1 .251 0 3952 17920 36580 37526 0 0 26197 .16x7.6 13.1/11.0 Ul -Ll VI 33 91 31.15 1-L1-1/2X .109 0 .315 0 2972 0 0 9454 4283 5161 5684 .11x1.6 3.7/ 4.0 IJ2 -Ll W3 23 52 28.19 2-L1-1/2X . 125 0 .719 0 2962 0 0 21563 14736 16071 17669 .13x4.3 8.5/ 7.5 U2 -L3 W4 47 29 38.11 1-L2x2x. 156 0 .600 0 396z 11536 17007 17990 0 0 11770 .16x3.7 4.7/ 5.1 U3 -L3 V2 0 00 25.85 1-L1-1/4X .109 0 .261 0 247z 0 0 7819 4325 4325 4913 .11x1.3 3.3/ 3.3 U4 -L3 W5 47 29 38.11 1-L2x2x. 163 0 .625 0 3952 0 0 18763 8371 12341 12412 .16x2.5 4.7/ 5.1 U4 -LS W6 47 29 38.11 1-L1-1/4X .109 0 .261 0 2472 5206 7675 7819 0 0 2921 .11x2.4 3.9/ 4.4 U5 -LS V2 0 00 25.85 1-L1-1/4X .109 0 .261 0 2472 0 0 7819 4395 4395 4913 .11x1.4 3.3/ 3.3 U6 -L5 W7 47 29 38. 11 1-L1-3/4X .125 0 .422 0 347z 0 0 12656 4658 6867 7274 .13x1.8 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 47 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Custon.^: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T24 8 - 28LH1331/846 x 28' 7.500 Special Crimped angle Parallel chord Longspan End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. end loads: Left TC axial load: Right TC axial load: 28 . 000 26.281 22 . 000 1682910 56.000 6 TSJI 0.0 0.0 in Deep in Effective Depth in Clear Depth in-#Moment in Interior Panel Web Vees NtUp Dead Live Equk Wind 0.0 0.0 0.0 6.4 0.0 0.0 0.0 6.4 339.500 in Design length 4707 1172 in4 Ix 1150 L/ 947 Live Defl L/ 577 1.000 in Chord gap 0.334 28.875 in Left end 28.875 19828 # SJI reaction 19828 2Lod 3Lod 0.0 0.0 0. 0.0 0.0 0, # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0. 865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0. 922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -62293 Pnz/n= -97327 M = 3632 No Fillers Tag end panl: L = 28.875 P = -31665 Pnx/n= -80638 M = 6645 No Filler First point: P = -31665 Pn/n = -96122 M = 9830 Chord shear: V = 14854 C = 48355 fv 7909 fc = 13583 f = 10425 Bearing seats : Tag End LLV4X3X3/8 Weld 4 . 05" Opposite End LLV4X3X3/8 Weld 4.05' Bot Chord: 2-L L3x3x.281 A = Ix= 2.756 Iy= Center: L = 56.000 P = Chord shear: V = 18091 T = 3.214 Y 8.645 Rx 64035 Pn/n 36159 fv 0. 854 0 . 926 96422 10730 Tensile Fy Ry ft 50000 1. 640 Q Rz 1. 000 0.591 11250 f = 12115 Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll " W2 60. 26 52.98 2-L2x2x.163 1.251 0 3952 18091 36469 37526 0 0 26131 .16x7.5 9.2/ 9.2 Ul -Ll VI 33.09 31 .37 1-L1-1/2X.109 0.315 0 2972 0 0 9454 4335 5175 5651 .11x1.6 3.7/ 4.0 U2 -L) W3 24.09 28.79 2-L1-1/2X.125 0.719 0 2962 0 0 21563 14854 16271 17549 .13x4.4 6.5/ 6.5 U2 -L3 W4 46.81 38.40 1-L2x2x.156 0 . 600 0 3962 11617 16975 17990 0 0 11705 .16x3.7 4.7/ 5.1 Job #3V01226-RED - Custom^ Valley Joist West Page 4 8 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T24 8 - 28LH1331/846 x Parallel chord Longspan Length 28' 7.500 Special Crimped angle Compressive Weld Available Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 26.28 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4347 4347 4840 .11x1.3 3.3/ 3.3 U4 -L3 W5 46.81 38.40 1-L2x2x.l63 0 .625 0 3952 0 0 18763 8429 12317 12342 .16x2.5 4.7/ 5.1 U4 -LS W6 46.81 38.40 1-L1-1/4X.109 0 .261 0 2472 5241 76S8 7819 0 0 2876 .11x2.4 3.9/ 4.4 US -LS V2 0.00 26.28 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4417 4417 4840 .11x1.4 3.3/ 3.3 U6 -LS W7 46.81 38.40 1-L1-3/4X.125 0 .422 0 347z 0 0 12656 4707 6878 7224 .13x1.9 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 4 9 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customf*r: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T24A 2 - 28LH1331/846 x 28' 7.500 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/4' TSJI 0.0 0.0 SHORT BEARING TE end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1682910 in-#Moment 56.000 in Interior Panel 6 Web Vees WELD SEAT FULL T & NtUp 0.0 0.0 339.500 1172 Dead B TE Live Equk Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix L/ 947 Live Defl 1.000 in Chord gap 28.875 in Left end 19828 # SJI reaction 6.4 0.0 0.0 0.0 Kips 6.4 0.0 0.0 0.0 Kips 4707 # Minimum Shear 1150 in4 Minimum Ix L/ 577 SJI Defl 0.334 in Camber 28.875 in Right end 19828 # SJI reaction Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0. 865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0 . 922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -62293 Pnz/n= -97327 M = 3632 No Fillers Tag end panl: L = 28.875 P = -31665 Pnx/n= -80638 M = 6545 No Filler First point: P = -31665 Pn/n = -96122 M = 9830 Chord shear: V = 14854 C = 48355 fv 7909 fc = 13583 f = 10425 Bearing seats : Tag End LLV4X3X3/8 Weld 4 . 05" Opposite End LLV4X3X3/8 Weld 4.05' Bot Chord: 2--L L3x3x 281 A = 3.214 Y 0 854 Fy = 50000 Q = = 1 000 Ix= 2 755 Iy= 8 . 645 Rx 0 925 Ry = 1. 640 Rz = = 0 591 Center: L = 56 000 P = 64035 Pn/n = 96422 Chord shear: V = 18091 T = 35159 fv 10730 ft = 11250 f = = 12115 Job #3V01226-RED Valley Joist West Page 5 0 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T24A 2 - 28LH1331/846 x Parallel chord Longspan 28' 7.500 Special Crimped angle Compressive Available Location Web Slope Length in Member Area in2 R in Shear lbs Force lbs Allow lbs Shear lbs Force lbs Allow lbs Thick X Length Weld (in) Top/Bottm UO -Ll W2 60 26 52.98 2-L2x2x.l63 1 .251 0 3952 18091 36469 37526 0 0 26131 .16x7.5 9.2/ 9.2 Ul -Ll VI 33 09 31.37 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 4335 5175 5651 .11x1.6 3.7/ 4.0 U2 -Ll W3 24 09 28.79 2-L1-1/2X.12S 0 .719 0 2962 0 0 21563 14854 16271 17549 .13x4.4 6.5/ 6.5 U2 -L3 W4 46 81 38.40 1-L2x2x.156 0 . 600 0 396z 11617 16975 17990 0 0 11705 .16x3.7 4.7/ 5.1 U3 -L3 V2 0 00 26.28 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4347 4347 4840 .11x1.3 3.3/ 3.3 U4 -L3 W5 46 81 38.40 1-L2x2x.l63 0 .625 0 3952 0 0 18763 8429 12317 12342 .16x2.5 4.7/ 5.1 U4 -L5 W6 46 81 38.40 1-L1-1/4X.109 0 .261 0 247z 5241 7658 7819 0 0 2876 .11x2.4 3.9/ 4.4 US -LS V2 0 00 26.28 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4417 4417 4840 .11x1.4 3.3/ 3.3 U6 -L5 W7 46 81 38.40 1-L1-3/4X.125 0 .422 0 3472 0 0 12656 4707 6878 7224 .13x1.9 4.4/ 4.9 Job #3V01225-RED - Valley Joist West Page 51 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T25C 2 - 28LH1440/904 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5.000 Y Y 0' 0.500 0' 0.500 48.000 48.000 Uniform Live load 904 #/ft full length Uniform TSJI load 1440 #/ft full length Uniform Dead load 536 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT WIDTH = SEE TC & BC COPE DETAIL BE end loads: TSJI Left TC axial load: 0 . 0 Right TC axial load: 0.0 28.000 in Deep 25.849 in Effective Depth 20.500 in Clear Depth 1803359 in-#Moment 56.000 in Interior Panel 6 Web Vees 5 1/8 FOR FIRST BE NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 338.500 in Design length 1791 in4 Ix L/1365 Live Defl 1.000 in Chord gap 28.625 in Left end 21310 # SJI reaction Equk 6.4 6.4 Wind 0.0 0.0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 5078 # Minimum Shear 1725 in4 Minimum Ix L/ 825 SJI Defl 0.332 in Camber 28.625 in Right end 21310 # SJI reaction Top Chord: 2 Bridg < 34 9" Center Tag end panl First point Chord shear L L4x4x.375 Ix= 8.717 L = 28.000 L = 28.625 V 15988 A = 5.719 Y 1. 138 Fy = 50000 Q = 1.000 Iy= 24.067 Rx 1.235 Ry = 2.051 Rz = 0.788 P = -67856 Pnz/n=-162872 M = 3918 No Fillers P = -34625 Pnx/n=-140190 M = 7074 No Filler P = -34625 Pn/n =-154406 M = 10435 C = 52581 fv 5329 fc = 9195 f = 7038 Bearing seats: Tag End LLV4X3X3/8 Opposite End LLV4X3X3/8 Weld 3.65" Weld 3.65" Bot Chord: 2--LL3-l/2x .375 A = 4 969 Y 1.013 Fy = 50000 Q = 1 . 000 Ix= 5 . 730 ly= 17 104 Rx 1. 074 Ry = 1. 855 Rz = 0.687 Center: L = 55. 000 P = 69765 Pn/n = 149063 Chord shear: V = 19457 T = 39215 fv 7412 ft = 7892 f = 8397 Job #3V01225-RED Valley Joist West Page 52 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) 'T25C 2 - 28LH1440/904 x Parallel chord Longspan 28' 5.500 Special Crimped angle Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 60 67 52.77 2-L2x2x. 176 1.346 0 3942 19457 39717 40381 0 0 26734 .18x7.6 13.1/11.0 Ul -Ll VI 33 91 31.15 1-L1-1/2X .109 0.315 0 2972 0 0 9454 4579 5517 5684 .11x1.7 3.7/ 4.0 U2 -Ll W3 23 52 28.19 2-L1-1/2X .125 0.719 0 .2962 0 0 21563 15988 17437 17669 .13x4.7 8.5/ 7.5 U2 -L3 W4 47 29 38.11 1-L2x2x. 163 0.625 0 395z 12508 18440 18763 0 0 12412 .16x3.8 4.7/ 5.1 U3 -L3 V2 0 00 25.85 1-L1-1/4X .109 0.261 0 2472 0 0 7819 4623 4623 4913 .11x1.4 3.3/ 3.3 Vi -L3 W5 47 29 38. 11 1-L2x2x. 176 0.673 0 3942 0 0 20191 9065 13365 13589 .18x2.6 4.7/ 5.1 U4 -L5 W6 47 29 38.11 1-L1-1/2X .109 0.315 0 2972 5623 8289 9454 0 0 4639 .11x2.6 4.2/ 4.6 U5 -L5 V2 0 00 25.85 1-L1-1/4X .109 0.261 0 247z 0 0 7819 4699 4699 4913 .11x1.5 3.3/ 3.3 U6 -LS W7 47 29 38.11 1-L1-3/4X .143 0.480 0 3462 0 0 14402 5078 7485 8526 .14x1.8 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 53 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T26 2 - 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle End Length Depth Tag ~6T000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 925 f/ft full length Uniform TSJI load 1411 #/ft full length Uniform Dead load 486 #/ft full length Uniform Live load 1133 #/ft from 14'4" to 28'7" TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 6 1/2" CLEAR BRG (a RE TSJI 0.0 0 . 0 end loads Left TC axial load Right TC axial load 28.000 in Deep 26.156 in Effective Depth 21.500 in Clear Depth 2475278 in-#Moment 56.000 in Interior Panel 5 Web Vees NtUp Dead Live Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 0.0 0.0 339.000 in Design length 1251 in4 Ix L/ 576 Live Defl 1.000 in Chord gap 28.750 in Left end 20930 # SJI reaction Equk 6.4 0.0 0.0 0.0 6.4 0.0 0.0 0.0 4983 # Minimum Shear 1150 in4 Minimum Ix L/ 585 SJI Defl 0.333 in Camber 28.750 in Right end 20930 # SJI reaction 0.000 in Opp TCX Defl Kips Kips Top Chord: 2 -LL3-1/2X.313 A = 4.186 Y 0. 991 Fy = 50000 Q = 0.987 Bridg < 313" Ix= 4 . 904 Iy= 14.205 Rx 1.082 Ry = 1.842 Rz = 0.690 Center: L = 28.000 P = -94636 Pnz/n= -115885 M = 8050 No Fillers Tag end panl: L = 28.750 P = -40594 Pnx/n= -98377 M = 6989 No Filler First point: P = -40594 Pn/n = -113024 M = 10322 Chord shear: V = 19567 C = 64164 fv 8976 fc = 15328 f = 11803 Bearing seats: Tag End LLV4X3X3/8 Weld ' 5.14" Opposite End LLV4X3X3/8 Weld 5.87" Bot Chord: 2--L L3x3x 281 A = 3.214 Y 0 854 Fy = 50000 Q = 1 000 Ix= 2 756 ly= 8.545 Rx 0 92 5 Ry = 1. 540 Rz = 0 591 Center: L = 56 000 P = 93593 Pn/n = 96422 Chord shear: V = 23082 T = 45952 fv 13690 ft = 14508 f = 15517 Job #3V01226-RED Valley Joist West Page 54 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comrnents: CBC 2010 (IBC 2006) T25 2 - 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2L 60 38 52 92 2-L2x2x.216 1 .635 0 3922 23082 46697 49041 0 0 35174 . 19x8 .4 11 2/ 9.3 Ul -Ll VI 33 41 31 33 1-L1-1/2X.109 0 .315 0 297z 0 0 9454 4550 5450 5656 .11x1 .7 3 7/ 4.0 U2 -Ll W3L 23 73 28 57 2-L1-3/4X.143 0 .960 0 . 346z 0 0 28803 19667 21484 24374 .14x5 .1 7 8/ 6.8 U2 -L3 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 16248 23802 30000 0 0 8568 .19x4 .3 4 7/ 5.1 U3 -L3 V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4613 4613 4861 .11x1 4 3 3/ 3.3 U4 -L3 WSL 46 95 38 32 2-L1-3/4X.143 0 .960 0 346z 0 0 28803 12873 18858 22165 .14x4 .4 9 0/ 7.6 U4 -LS W6L 46 95 38 32 1-L1-3/4X.143 0 .480 0 3462 9498 13914 14402 0 0 8481 .14x3 .3 4 4/4.9 U5 -LS V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4730 4730 4861 .11x1 .5 3 3/ 3.3 U6 -L5 W7L 46 95 38 32 1-L2x2x.l45 0 .559 0 396z 0 0 16769 6124 8970 10708 ..14x2 .1 4 7/ 5.1 U6 ~L7 W7R 46 95 38 32 1-L1-3/4X.125 0 .422 0 3472 1474 2159 12656 4983 7299 7239 . 13x2 .0 4 4/ 4.9 U7 -L7 V3 0 00 26 16 1-L1-1/2X.125 0 .359 0 2962 0 0 10781 7409 7409 7611 .13x2 0 3 5/ 3.5 U8 -L7 W6R 46 95 38 32 1-L1-1/2X.109 0 .315 0 2972 S521 8038 9454 0 0 4608 . 11x2 5 4 1/ 4.6 U8 -L9 W5R 46 95 38 32 2-L1-3/4X.125 0 .844 0 3472 0 0 25313 11481 16818 18595 .13x4 5 9 0/ 7.6 U9 -L9 V3 0 00 26 16 1-L1-1/2X.125 0 .359 0 2962 0 0 10781 7322 7322 7611 .13x2 0 3 5/ 3.5 UIO -•L9 W4 46 95 38 32 UN SQ BAR 1 .000 0 2892 17499 25635 30000 0 0 8568 .19x4 6 4 6/ 5.1 UIO -Lll W3R 23 73 28 57 2-L2x2x.l45 1 .118 0 .3962 0 0 33539 23597 25777 27823 .14x6 0 7 9/6.9 Ull -Lil V4 33 41 31. 33 1-L1-3/4X.143 0 .480 0 3462 0 0 14402 7313 8760 9948 .14x2 1 3 9/ 4.2 U12 -Lll W2R 60 38 52. 92 2-L2-1/2X.230 2 194 0 492z 29726 60140 65826 0 0 53151 .23x8 8M 10. 8/8.9 Job #3V01225-RED Valley Joist West Page 55 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T27 2 - 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle End Length Depth Tag 6.000 5.000 Opp 5.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 925 #/ft full length Uniform TSJI load 1411 #/ft full length Uniform Dead load 485 #/ft full length Uniform Live load 1133 #/ft from 14'4" to 28'7" TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 6 1/2" CLEAR BRG @ RE TSJI 0.0 0.0 end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.156 in Effective Depth 21.500 in Clear Depth 2475278 in-#Moment 56.000 in Interior Panel 6 Web Vees NtUp 0.0 0.0 Dead Live Equk 0.0 0.0 13.4 0.0 0.0 13.4 339.000 in Design length 1251 in4 Ix L/ 576 Live Defl 1.000 in Chord gap 28.750 in Left end 20930 # SJI reaction Wind 0.0 0 . 0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 4983 # Minimum Shear 1150 in4 Minimum Ix L/ 585 SJI Defl 0.333 in Camber 28.750 in Right end 20930 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -LL3-1/2X.313 A = 4 .185 Y 0.991 Fy = 50000 Q = 0.987 Bridg < 313" Ix= 4 . 904 Iy= 14 .205 Rx 1.082 Ry = 1.842 Rz = 0.590 Center: L = 28.000 P = -94636 Pnz/n= -115885 M = 8050 No Fillers Tag end panl: L = 28.750 P = -40690 Pnx/n= -98377 M = 5989 No Filler First point: P = -40690 Pn/n = -113024 M = 10322 Chord shear: V = 19667 C = 54164 fv 8976 fc = 15328 f = 11803 Bearing seats: Tag End LLV4X3X3/8 Weld 5.14" Opposite End LLV4X3X3/8 Weld 5.87" Bot Chord: 2--L L3x3x 281 A = 3.214 Y 0 854 Fy = 50000 Q = 1 000 Ix= 2 756 Iy= 8 . 645 Rx 0 926 Ry = 1. 640 Rz = 0 591 Center: L = 56 000 P = 93593 Pn/n = 96422 Chord shear: V = 23082 T = 46952 fv 13690 ft = 14508 f = 15517 Job #3V01226-RED - Customer Valley Joist West Page 56 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Proj ect: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD 10 VIASAT BLDGS CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T27 2 - 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2L 60 38 52 92 2-L2x2x.216 1 .635 0 3922 23082 46697 49041 0 0 3S174 .19x8 4 11 2/ 9.3 Ul -Ll VI 33 41 31 33 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 4550 5451 5656 . 11x1 7 3 11 4.0 U2 -Ll W3L 23 73 28 57 2-L1-3/4X.143 0 .960 0 346z 0 0 28803 19667 21484 24374 . 14x5 .1 7 8/ 6.8 U2 -L3 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 16248 23802 30000 0 0 8568 .19x4 .3 4 7/ 5.1 U3 -L3 V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4613 4613 4861 .11x1 4 3 3/ 3.3 U4 -L3 WSL 46 95 38 32 2-L1-3/4X.143 0 .960 0 346z 0 0 28803 12873 18858 22165 . 14x4 4 9 0/ 7.6 U4 -L5 W6L 46 95 38 32 1-L1-3/4X.143 0 .480 0 3462 9498 13914 14402 0 0 8481 .14x3 .3 4 4/4.9 US -L5 V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4730 4730 4361 .11x1 5 3 3/ 3.3 U6 -LS W7L 46 95 38 32 1-L2x2x.l45 0 .559 0 396z 0 0 16769 6124 8970 10708 . 14x2 1 4 7/ 5.1 U6 -L7 W7R 46 95 38 32 1-L1-3/4X.125 0 .422 0 347z 1474 2159 12656 4983 7299 7239 . 13x2 0 4 4/4.9 U7 -L7 V3 0 00 26 16 1-L1-1/2X.125 0 .359 0 2962 0 0 10781 7409 7409 7611 . 13x2 0 3 5/ 3.5 U8 -L7 W6R 46 95 38 32 1-L1-1/2X.109 0 .315 0 297z 5521 8088 9454 0 0 4608 .11x2 5 4 1/ 4.6 U8 -L9 W5R 46 95 38 32 2-L1-3/4X.125 0 . 844 0 3472 0 0 25313 11481 16818 18595 .13x4 5 9 0/ 7.6 U9 -L9 V3 0 00 26 16 1-L1-1/2X.125 0 .359 D 2962 0 0 10781 7322 7322 7611 .13x2 0 3 5/ 3.5 UIO -L9 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 17499 25635 30000 0 0 8568 . 19x4 6 4 6/ 5.1 UIO -Lll W3R 23 7 3 28 57 2-L2x2x.145 1 .118 0 396z 0 0 33539 23597 25777 27823 . 14x6 0 7 9/ 6.9 Ull -Lll V4 33 41 31 33 1-L1-3/4X.143 0 .480 0 3462 0 0 14402 7313 8760 9948 .14x2 1 3 9/ 4.2 U12 -HI W2R 60 38 52 92 2-L2-1/2X.230 2 .194 0 4922 29726 60140 65826 0 0 53151 .23x8 8M 10 8/ 8.9 Job #3V01225-RED Valley Joist West Page 57 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TlOA 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle ?tl}^ Length Depth Slope Holes Top Chord Ext Tag 6.000 5.000 Opp 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/4' TSJI 0 . 0 0 . 0 SHORT BEARING RE end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 985963 in-#Moment 48.000 in Interior Panel 5 Web Vees WELD SEAT FULL T & B RE NtUp 0.0 0.0 251.500 631 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix L/1157 Live Defl 1.000 in Chord gap 25.875 in Left end 15681 # SJI reaction 2Lod 3Lod Equk Wind 6.4 0.0 0.0 ~0^ 5.4 0.0 0.0 0. 3670 # Minimum Shear 600 in4 Minimum Ix L/ 717 SJI Defl 0.183 in Camber 26.875 in Right end 15681 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -48560 Pnz/n= -90093 M = 2798 No Fillers Tag end panl: L = 26.875 P = -31558 Pnx/n= -74591 M = 5999 No Filler First point: P = -31558 Pn/n = -86780 M = 9084 Chord shear: V = 10761 C = 41485 fv 6383 fc = 12907 f = 9077 Bearing seats : Tag End LLV4X3X3/8 Weld 3.52" Opposite End Weld 3.52" Bot Chord: 2 -L L3x3x.250 A = 2.875 Y Ix= 2.488 Iy= 7. 669 Rx Center: L = 48.000 P = 46791 Pn/n Chord shear: V = 13930 T = 32541 fv Length Area R Location Web Slope in Member in2 in UO -Ll W2L 66. 18 50.28 2-L2x2x.156 1.199 0.3962 Ul -Ll VI 43. 29 27.89 1- L1-1/2X.109 0.315 0.297z U2 -Ll W3 20 89 21.73 1-L2x2x.l76 0.673 0.3942 0. 842 0 . 930 86250 9286 Tensile Fy Ry ft 50000 1. 533 11353 Shear lbs 13930 0 0 Force lbs 34496 0 0 Q = 0.961 Rz = 0.592 10884 Allow lbs 35980 9454 20191 Shear lbs 0 4253 10761 Compressive Force lbs 0 5842 11518 Allow lbs 25518 6163 11895 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.4 10.9/10.9 .11x1.8 4.0/ 4.4 .18x2.2 4.0/4.1 Valley Joist West Page 58 V2.1.7.2 Job #3V01226-RED By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TlOA 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle Tensile Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U2 -L3 W4 49.77 31.44 1-L1-3/4X 125 0.422 0 3472 7696 11915 12656 0 0 8387 U3 -L3 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 247z 0 0 7819 4009 4009 5033 U4 -L3 WS 49.77 31.44 1-L1-3/4X 125 0.422 0 347z 0 0 12656 4798 7429 8387 U4 -LS W6 49.77 31.44 1-L1-1/4X 109 0.261 0 2472 3670 5683 7819 0 0 3976 US -LS V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 4045 4045 5819 Weld Thick X Length .13x3.2 .11x1.2 .13x2.0 Available Weld (in) Top/Bottm 4.5/ 5.1 3.3/ 3.3 4.5/ 5.1 .11x1.8 4.0/ 4.6 .11x1.2 3.3/ 3.3 Job #3V01226-RED Valley Joist West Page 59 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T28C 2 - 28LH1331/846 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5. 000 5.000 0.500 0.500 48.000 48.000 Uniform Live load 845 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. "Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT WIDTH = 6 1/8 FOR FIRST 4 1/2" BE SEE TC & BC COPE DETAIL BE end loads: TSJI NtUp Dead Live Equk Wind 2Lod 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 6.4 0.0 0.0 0.0 Right TC axial load: 0.0 0.0 0.0 0.0 6.4 0.0 0.0 0.0 28.000 25.849 20.500 1673260 55.000 6 m Deep in Effective Depth in Clear Depth in-#Moment in Interior Panel Web Vees 338.500 in Design length 1791 in4 Ix L/1459 Live Defl 1.000 in Chord gap 28.625 in Left end 19773 # SJI reaction 4 693 # Minimum Shear 1725 in4 Minimum Ix L/ 889 SJI Defl 0.332 in Camber 2 8.62 5 in Right end 19773 # SJI reaction Kips Kips Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 34 9" Ix= 8.717 Iy= 24.067 Rx 1.235 Ry = 2.051 Rz = 0.788 Center: L = 28.000 P = -62961 Pnz/n= -162872 M = 3621 No Fillers Tag end panl: L = 28.625 P = -32120 Pnx/n= -140190 M = 6538 No Filler First point: P = -32120 Pn/n = -154406 M = 9645 Chord shear: V = 14841 C = 48788 fv 4947 fc = 8531 f = 5532 Bearing seats : Tag End LLV4X3X3/8 Weld 3.37" Opposite End LLV4X3X3/8 Weld 3.37" Bot Chord: 2-LL3-l/2x.375 Ix= 5.730 Center: L = 56.000 Chord shear: V = 18049 A = 4.969 Y = 1.013 Iy= 17.104 Rx = 1.074 P = 64733 Pn/n = 149063 T = 36386 fv = 6876 Fy Ry 50000 1.855 ft = 7323 Q Rz 1. 000 0. 687 f = 7790 Job #3V01225-RED Customer Valley Joist West Page 50 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T28C 2 - 28LH1331/846 x Parallel chord Longspan 28' 6.500 Special Crimped angle Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 60 67 52.77 2-L2x2x. 163 1.251 0 . 3952 18049 36844 37526 0 0 26197 .16x7.6 13.1/11.0 Ul -Ll VI 33 91 31 .15 1-L1-1/2X .109 0.315 0 2972 0 0 9454 4308 5191 5684 .11x1.6 3.7/ 4.0 U2 -Ll W3 23 52 28.19 2-L1-1/2X .125 0.719 0 .296z 0 0 21563 14841 16186 17669 .13x4.4 8.5/ 7.5 U2 -L3 W4 47 29 38.11 1-L2x2x. 156 0.600 0 3962 11618 17128 17990 0 0 11770 .16x3.7 4.7/ 5.1 U3 -L3 V2 0 00 25.85 1-L1-1/4X . 109 0.261 0 2472 0 0 7819 4350 4350 4913 .11x1.3 3.3/ 3.3 U4 -L3 WS 47 29 38.11 1-L2x2x. 163 0.625 0 395z 0 0 18763 8430 12427 12412 .16x2.6 4.7/ 5.1 U4 -L5 W6 47 29 38.11 1-L1-1/4X .109 0.261 0 2472 5241 7727 7819 0 0 2921 .11x2.4 3.9/ 4.4 U5 -LS V2 0 00 25.85 1-L1-1/4X .109 0.261 0 2472 0 0 7819 4420 4420 4913 .11x1.4 3.3/ 3.3 U6 -L5 W7 47 29 38.11 1-L1-3/4X . 125 0.422 0 3472 0 0 12656 4693 6919 7274 .13x1.9 4.4/ 4.9 Job #3V01226-RED Valley Joist West Page 61 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Gl 1 - 28G3N30.6K/17.6 x Parallel chord Girder 27' 4.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7.500 TC cone loads: Load 30500 13000 17600 30600 13000 17600 Spacing 9'1-1/2 0.0 0.0 KNIFE PLATE RE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3264157 in-#Moment 55.375 in Interior Panel 6 Web Vees ' 0 ' 0 ' 4 ' 0 ' 0 11 0' 0.500 0' 0.500 Location Point Type 9'1-1/2 U4 TSJI 9'1-1/2 U4 Dead 9'1-1/2 U4 Live 18'5-1/2 U8 TSJI 18'5-l/2 U8 Dead 18'5-1/2 U8 Live TSJI NtUp Dead Live 0.0 0.0 0.0 0.0 0.0 0.0 324.500 in Design length 2204 in4 Ix L/ 983 Live Defl 1.000 in Chord gap 25.375 in Left end 30364 # SJI reaction Equk 19.0 19.0 7650 2200 L/ 565 0.305 Wind 109.50 107.00 2Lod 3Lod 0.0 0.0 0. 0.0 0.0 0. # Minimum Shear in4 Minimum Ix SJI Defl in Camber 24.750 in Right end 30836 # SJI reaction Kips Kips Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 30354 A = 6.624 Y = 1.161 Iy= 28.235 Rx = 1.225 P =-126863 Pnz/n=-181060 94748 fv Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 55.375 Chord shear: V = 30364 8655 Bearing seats: Tag End LLV7x4x3/8 Weld 5.24" Opposite End LLV7x4x3/8 Weld 5.32" A = 6.624 Y = 1.161 Iy= 28.235 Rx = 1.226 P = 127120 Pn/n = 198729 T = 62377 fv = 8666 Fy = 50000 Ry = 2.065 M = 0 fc = 14303 Fy Ry 50000 2 . 065 ft = 9416 Q = 1.000 Rz = 0.785 No Fillers f = 11236 Q Rz 1 . 000 0.785 9862 Job #3V01226-RED - Customer Valley Joist West Page 62 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 519/957-3501 CONTACT: GARY WOOD 10 VIASAT BLDGS CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Gl 1 - 28G3N30.6K/17.5 x Parallel chord Girder 27' 4.500 Special Crimped angle Tensile Compressive Available Location Web Slope Length in Member Area in2 R in Shear lbs Force lbs Allow lbs Shear lbs Force lbs Allow lbs Thick X Length Weld (in) Top/Bott m UO -Ll W2L 57 30 47 53 2-L2x2x.250 1 . 875 0 609x 30364 56208 56250 7591 14052 42294 .19x10 .1 11 .9/11 .9 Ul -Ll VI 29 66 29 55 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 879 1011 2732 .11x0. 3 3. 4/ 3. 6 U2 -Ll W3L 26 41 28 67 2-L2x2x.l76 1 .346 0 619x 7591 8475 40381 30364 33901 33958 .18x6. 5 8. 8/ 8. 8 U2 -L3 W4L 46 83 37 S3 2-L2x2x.200 1 .520 0 616x 30364 44383 45600 7591 11096 34747 .19x7. 9 10. 0/10. 0 U3 -L3 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 1895 1895 3520 .11x0. 6 3. 3/ 3. 3 U4 -L3 WSL 46 83 37 53 2-L2-1/2X.212 2 .030 0 775x 7591 11096 60903 30364 44383 49901 .19x7. 9 10. 0/10. 0 U4 -LS W6L 47 48 37 99 2-L1-1/2X.125 0 .719 0 4 6Sx 1912 2830 21563 7650 11319 12966 .13x3. 0 10. 1/10. 1 US -LS V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2537 2537 3520 .11x0. 8 3. 3/ 3. 3 U6 -LS W7L 47 48 37 99 1-L1-3/4X.125 0 .422 0 3472 7650 11319 12656 1912 2830 5168 .13x3. 0 4 . 4/ 4 . 9 U6 -L7 W7R 47 48 37 99 2-L1-1/2X.12S 0 .719 0 465x 1912 2830 21563 7650 11319 12966 .13x3. 0 10. 1/10. 1 U7 -L7 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2527 2527 3520 .11x0. 8 3. 3/ 3. 3 U8 -L7 W6R 47 48 37 99 1-L1-3/4X.12S 0 .422 0 3472 76S0 11319 12656 1912 2830 5168 .13x3. 0 4. 4/ 4 . 9 U8 -L9 WSR 46 17 37 08 2-L2-1/2X.212 2 .030 0 775x 7709 11132 60903 30836 44S28 50100 .19x8. 0 9. 9/ 9. 9 U9 -L9 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 1879 1879 3520 .11x0. 6 3. 3/ 3. 3 UIO -L9 W4R 46 17 37 08 2-L2x2x.2U0 1 .520 0 616x 30836 44528 45600 7709 11132 34975 .19x8. 0 9. 9/ 9. 9 UIO -Lll W3R 24 13 28 14 2-L2x2x.176 1 .346 0 619x 7709 8447 40381 30836 33787 34152 .18x6. 5 8. 11 8. 7 Ull -Lll V3 30 71 29 86 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 880 1024 2675 .11x0. 3 3. 4/ 3. 6 U12 -Lll W2R 57 30 47 53 2-L2-1/2X.212 2 .030 0 775x 30836 57081 60903 7709 14270 49682 .19x10 .2 11 . 6/11 . 6 Job #3V01225-RED Valley Joist West Page 63 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G2 4 - 28G3N29.9K/17.3 x Parallel chord Girder 26' 8.000 Special Crimped angle End Length Tag 5.000 Opp 5.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7.500 TC cone loads: Load 29900 12600 17300 29900 12600 17300 Y Y Spacing 8'9 0 '0 0 ' 0 9-2 0 ' 0 0 ' 0 8 ' 9 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3079700 in-#Moment 53.750 in Interior Panel 6 Web Vees NtUp 0.0 0.0 316.000 2204 L/1058 1.000 24.250 29900 0 . 500 0 . 500 Location Point Type 8' 9 U4 TSJI 8 ' 9 U4 Dead 8 ' 9 U4 Live 17 ' 11 U8 TSJI 17'11 U8 Dead 17 ' 11 U8 Live Dead 0.0 0.0 19.0 0.0 0.0 19.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 0.0 0.0 0.0 0.0 105.00 105.00 Live Equk Wind 2Lod 3Lod 0.0 0.0 7475 # Minimum Shear 2200 in4 Minimum Ix L/ 612 SJI Defl 0.289 in Camber 24.250 in Right end 29900 # SJI reaction Kips Kips Top Chord: 2 Center: Chord shear: -L L4x4x.438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz = 0.785 L = 27.500 P =-119936 Pnz/n=-181658 M = 0 No Fillers V = 29900 C = 89370 fv = 8533 fc = 13491 f = 10877 Bearing seats: Tag End LLV7x4x3/8 Weld 5.16' Opposite End LLV7x4x3/8 Weld 5.15" Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 53.750 Chord shear: V = 29900 A = Iy= P = T = 6.524 Y 28.235 Rx 119936 Pn/n 58804 fv 1 .161 1 .226 198729 8533 Fy = 50000 Ry = 2.065 ft 8877 Q = 1.000 Rz = 0.785 f = 9618 Job #3V01226-RED Customer Valley Joist West Page 64 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD 10 VIASAT BLDGS CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G2 4 - 28G3N29.9K/17.3 x 26' 8.000 Special Crimped angle Parallel chord Girder Location Web Slope Length in Membe r Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -H W2 57 30 47.53 2-L2x2x.250 1 .875 0 ""609X 29900 55348 56250 7475 13837 42294 .19x9.9 11.9/11.9 Ul -Ll VI 31 52 30.12 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 851 998 2629 .11x0.3 3.4/ 3.7 U2 -Ll W3 22 24 27.74 2-L2x2x.l76 1 .346 0 619x 7475 8076 40381 29900 32303 34292 .18x6.2 8.7/ 8.7 U2 -L3 W4 45 63 36.72 2-L2x2x.187 1 .426 0 617x 29900 42759 42782 7475 10690 33031 .19x7.7 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-Llxlx.109 0 .206 0 1962 0 0 6184 1787 1787 1812 .11x0.6 3.0/ 3.0 U4 -L3 W5 45 63 36.72 2-L2-1/2X.188 1 .809 0 778x 7475 10690 54279 29900 42759 42978 .19x7.7 9.9/ 9.9 U4 -L5 W6 46 96 37. 62 1-L1-3/4X.125 0 .422 0 347z 7475 10953 12656 1869 2738 5247 .13x3.0 4.4/ 4.9 US -L5 V3 0 00 25.68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2399 2399 3520 .11x0.7 3.3/ 3.3 U6 -L5 W7 46 96 37.62 1-L1-3/4X.125 0 .422 0 347z 7475 10953 12656 1869 2738 5247 .13x3.0 4.4/ 4.9 Job #3V01226-RED - Valley Joist West Page 65 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G3 4 - 28G3N30.3K/17.4 x 27' 2.000 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7 . 500 TC cone loads: Load 30300 12900 17400 30300 12900 17400 Y Y Spacing 8 '11 O'O O'O 9'4 0 ' 0 O'O 8 ' 11 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3181500 in-#Moment 54.750 in Interior Panel 6 Web Vees NtUp 0.0 0.0 322 . 000 2204 L/1013 1. 000 24.750 30300 0.500 0 .500 Location Point Type 8 ' 11 U4 TSJI 8'11 U4 Dead 8 ' 11 U4 Live 18'3 U8 TSJI 18 ' 3 U8 Dead 18'3 U8 Live Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 19.0 19.0 Wind 0.0 0.0 2Lod 0.0 0.0 107.00 107.00 3Lod 0.0 0.0 Kips Kips 7575 # Minimum Shear 2200 in4 Minimum Ix L/ 582 SJI Defl 0.300 in Camber 24.750 in Right end 30300 # SJI reaction Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 30300 Bearing seats: Tag End Opposite End A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Iy= 28.235 Rx = 1.226 Ry = 2.055 Rz = 0.785 P =-123901 Pnz/n=-181060 M = 0 No Fillers C = 92335 fv = 8647 fc = 13939 f = 11105 LLV7x4x3/8 LLV7x4x3/8 Weld 5.23' Weld 5.23" Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 54.750 Chord shear: V = 30300 A = 5.624 Y = 1.161 Fy = 50000 Q Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz P = 123901 Pn/n = 198729 T = 60770 fv = 8647 ft = 9174 f = 9789 1. 000 0.785 Job #3V01226-RED Customer Valley Joist West Page 66 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G3 28G3N30.3K/17.4 x 27' 2.000 Special Crimped angle Parallel chord Girder Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 57 30 47.53 2-L2x2x.2S0 1.875 0 609x 30300 56089 S62S0 7575 14022 42294 .19x10.0 11.9/11.9 Ul -Ll VI 30 71 29.86 1-L1-1/4X.109 0.261 0 2472 0 0 7819 868 1010 2675 .11x0.3 3.4/ 3.6 U2 -Ll W3 24 13 28.14 2-L2x2x.l76 1.346 0 619x 7575 8300 40381 30300 33200 34152 .18x6.4 8.7/ 8.7 U2 -L3 W4 46 17 37.08 2-L2x2x.200 1.520 0 616x 30300 43754 45600 7575 10939 34975 .19x7.8 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-L1-1/4X.109 0.261 0 247z 0 0 7819 1847 1847 3520 .11x0.6 3.3/ 3.3 U4 -L3 WS 46 17 37.08 2-L2-1/2X.212 2.030 0 775x 7575 10939 60903 30300 437S4 SOlOO .19x7.8 9.9/ 9.9 U4 -L5 W6 47 48 37.99 1-L1-3/4X.12S 0.422 0 347z 7575 11208 12656 1894 2802 5168 .13x3.0 4.4/ 4.9 US -LS V2 0 00 25.68 1-L1-1/4X.109 0.261 0 2472 0 0 7819 2478 2478 3520 .11x0.8 3.3/ 3.3 U6 -LS W7 47 48 37. 99 1-L1-3/4X.125 0.422 0 347z 7575 11208 12656 1894 2802 5168 .13x3.0 4.4/ 4.9 Valley Joist West Page 67 V2.1.7.2 Job #3V0122 6-RED -By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G4 2 - 28G3N35.8K/22.9 x 27' 2.000 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 7.500 7.500 Y Y BCX Holdback Pitch EP/#1L 0 ' 0' 0.500 0.500 107.00 107.00 TC cone loads: Load 35800 12900 22900 35800 12900 22900 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3759000 in-#Moment 54.750 in Interior Panel 5 Web Vees Spacing 8'11 O'O 0 ' 0 9'4 0 ' 0 O'O 8'11 Location Point Type NtUp 0.0 0.0 322.000 2204 L/ 769 1.000 24.750 35800 8 ' 11 8 ' 11 8'11 18'3 18 ' 3 18'3 U4 U4 U4 U8 U8 U8 TSJI Dead Live TSJI Dead Live Dead Live Equk ^OTO 0.0 19.0 0.0 0.0 19.0 in Design length 8950 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips in4 Ix Live Defl in Chord gap in Left end # SJI reaction # Minimum Shear 2200 in4 Minimum Ix L/ 492 SJI Defl 0.300 in Camber 24.750 in Right end 35800 # SJI reaction Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 35800 A = 6.524 Y = 1.151 Fy = 50000 Q = 1.000 Iy= 28.235 Rx = 1.226 Ry = 2.055 Rz = 0.785 P =-146391 Pnz/n=-181060 M = 0 No Fillers C = 109096 fv = 10217 fc = 16469 f = 13122 Bearing seats: Tag End LLV7x4x3/8 Weld 6.18' Opposite End LLV7x4x3/8 Weld 6.18' Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 54.750 Chord shear: V = 35800 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz = 0.785 P = 146391 Pn/n = 198729 T = 71801 fv = 10217 ft = 10839 f = 11565 Job #3V01226-RED Customer Valley Joist West Page 68 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Proj ect: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G4 2 - 28G3N35.8K/22. Parallel chord Girder 9 X 27' 2.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 57 30 47.53 2-L2-1/2X.230 2 .194 0 .772x 35800 66270 65826 8950 16567 54971 .23x9.7M 11.6/11.6 Ul -Ll VI 30 71 29.86 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 979 1138 2675 .11x0.4 3.4/ 3.6 U2 -Ll W3 24 13 28.14 2-L2x2x.200 1 .520 0 616x 8950 9807 45600 3S800 39226 39141 .19x7.0 8.7/ 8.7 U2 -L3 W4 46 17 37.08 2-L2x2x.232 1 .748 0 . 611x 35800 51697 52451 8950 12924 40078 .19x9.3 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2182 2182 3520 .11x0.7 3.3/ 3.3 U4 -L3 W5 46 17 37.08 2-L2-1/2X.230 2 .194 0 .772x 89S0 12924 65826 35800 51697 SS450 .19x9.3 9.9/ 9.9 U4 -LS W6 47 48 37.99 1-L1-3/4X.143 0 .480 0 3462 8950 13242 14402 2238 3310 5916 .14x3.1 4.4/ 4.9 US -L5 V2 0 00 25.68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2928 2928 3520 .11x0.9 3.3/ 3.3 U6 -LS W7 47 48 37.99 1-L1-3/4X.143 0 .480 0 3462 8950 13242 14402 2238 3310 5916 .14x3.1 4.4/ 4.9 Job #3V01226-RED - Valley Joist West Page 59 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G5 2 - 28G3N33K/18.4 x 26' 8.000 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 5.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7 . 500 TC cone loads: Load 33000 14600 18400 33000 14600 18400 Y Y Spacing 8 ' 9 0 ' 0 0 ' 0 9'2 0 ' 0 0 ' 0 8 ' 9 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3399000 in-#Moment 53.750 in Interior Panel 5 Web Vees NtUp 0.0 0.0 316.000 2204 L/ 995 1.000 24.250 33000 0.500 0.500 Location Point Type 8 ' 9 8 ' 9 8'9 17 ' 11 17 ' 11 17 ' 11 U4 U4 U4 U8 U8 U8 TSJI Dead Live TSJI Dead Live Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 21. 5 21. 5 Wind 0.0 0.0 2Lod 0.0 0.0 105.00 105.00 3Lod 0.0 Kips 0.0 Kips 8250 # Minimum Shear 2200 in4 Minimum Ix L/ 555 SJI Defl 0.289 in Camber 24.250 in Right end 33000 # SJI reaction Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 27.500 Chord shear: V = 33000 A = 5.624 Y = 1.161 Fy = 50000 Iy= 28.235 Rx = 1.226 Ry = 2.065 P =-132371 Pnz/n=-181658 M = 0 C = 98636 fv = 9418 fc = 14890 Q = 1.000 Rz = 0.785 No Fillers f = 12005 Bearing seats: Tag End LLV7x4x3/8 Weld 5.70' Opposite End LLV7x4x3/8 Weld 5.70' Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 53.750 Chord shear: V = 33000 A = 6.524 Y = 1.161 Fy = 50000 Q = 1.000 Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz = 0.785 P = 132371 Pn/n = 198729 T = 64900 fv = 9418 ft = 9797 f = 10615 Job #3V01226-RED Valley Joist West Page 70 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G5 2 - 28G3N33K/18.4 x Parallel chord Girder 26' 8.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 57 30 47.53 2-L2-1/2X .212 2 .030 0 775x 33000 61087 60903 8250 15272 49682 .19x10.9 11.6/11.6 Ul -Ll VI 31 52 30.12 1-L1-1/4X . 109 0 .261 0 2472 0 0 7819 949 1114 2629 .11x0.3 3.4/ 3.7 U2 -Ll W3 22 24 27.74 2-L2x2x. 187 1 .426 0 617x 8250 8913 42782 33000 35652 36910 .19x6.4 8.7/ 8.7 U2 -L3 W4 45 63 36.72 2-L2x2x. 216 1 . 635 0 613x 33000 47192 49041 8250 11798 37737 .19x8.5 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-L1-1/4X .109 0 .261 0 247z 0 0 7819 1973 1973 3520 .11x0.6 3.3/ 3.3 U4 -L3 W5 45 63 36.72 2-L2-1/2X .212 2 .030 0 77Sx 8250 11798 60903 33000 47192 50257 .19x8.5 9.9/ 9.9 U4 -LS W6 46 96 37.62 1-L1-3/4X .125 0 .422 0 347z 8250 12088 12656 2063 3022 5247 .13x3.3 4.4/ 4.9 US -L5 V2 0 00 25.68 1-L1-1/4X . 109 0 .261 0 2472 0 0 7819 2647 2647 3520 .11x0.8 3.3/ 3.3 U6 -L5 W7 46 96 37.62 1-L1-3/4X . 125 0 .422 0 3472 8250 12088 12656 2063 3022 5247 .13x3.3 4.4/ 4.9 Job #3V01226-RED - Valley Joist West Page 71 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) GIA 1 - 28G3N30.6K/17.6 x Parallel chord Girder 27' 1.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7. 500 7.500 0.500 0.500 106.00 107.00 TC cone loads: Load 30600 13000 17600 30600 13000 17600 TSJI 0.0 0.0 KNIFE PLATE RE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3202991 in-#Moment 54.750 in Interior Panel 6 Web Vees Spacing 8'10 O'O 0 ' 0 9'4 0 ' 0 O'O 8 ' 11 NtUp 0.0 0.0 321 . 000 2204 L/1009 1. 000 24.500 30595 Location Point Type 8 ' 10 U4 TSJI 8 ' 10 U4 Dead 8 ' 10 U4 Live 18 '2 U8 TSJI 18 '2 U8 Dead 18 '2 U8 Live Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 19.0 19.0 Wind 0 . 0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips 7 550 # Minimum Shear 2200 in4 Minimum Ix L/ 580 SJI Defl 0.298 in Camber 24.750 in Right end 30505 # SJI reaction Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 30695 A = 6.624 Y = 1.161 Iy= 28.235 Rx = 1.225 P =-124534 Pnz/n=-181060 C = 92644 fv = 8760 Bearing seats: Tag End LLV7x4x3/8 Weld 5.30" Opposite End LLV7x4x3/8 Weld 5.27" Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 54.750 Chord shear: V = 30695 A = 5.524 Y = 1.161 Iy= 28.235 Rx = 1.226 P = 124738 Pn/n = 198729 T = 60965 fv = 8760 Fy = 50000 Ry = 2.065 M = 0 fc = 13985 Fy = 50000 Ry = 2.065 ft = 9203 Q = 1.000 Rz = 0.785 No Fillers f = 11209 Q = 1.000 Rz = 0.785 f = 9895 Job #3V01226-RED Valley Joist West Page 72 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) GIA 1 - 28G3N30.6K/17.6 x 27' 1.000 Special Crimped angle Parallel chord Girder Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2L 57 30 47 S3 2-L2-1/2X.212 2 .030 0 775x 3069S 56821 60903 7674 14205 49682 .19x10 .2 11 .6/11.6 Ul -H VI 31 12 29. 99 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 873 1020 26S2 .11x0. 3 3. 4/ 3.7 U2 -H W3L 23 19 27 93 2-L2x2x.l76 1 .346 0 619x 7674 8348 40381 30695 33393 34224 .18x6. 4 8. 7/ 8.7 U2 -L3 W4L 45 90 36 90 2-L2x2x.200 1 .520 0 616x 30695 44110 45600 7674 11028 35065 .19x7. 9 9. 9/ 9.9 U3 -L3 V2 0 00 25. 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 1853 1853 3520 .11x0. 6 3. 3/ 3.3 U4 -L3 WSL 45 90 36 90 2-L2-1/2X.212 2 .030 0 775x 7674 11028 60903 30695 44110 50179 .19x7. 9 9. 9/ 9.9 U4 -L5 W6L 47 48 37 99 1-L1-3/4X.125 0 .422 0 347z 7650 11319 12656 1912 2830 5168 .13x3. 0 4. 4/4.9 US -L5 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 2489 2489 3520 .11x0. 8 3. 3/ 3.3 U6 -L5 W7L 47 48 37 99 2-L1-1/2X.125 0 .719 0 465x 1912 2830 21563 7650 11319 12966 .13x3. 0 10. 1/10.1 U6 -L7 W7R 47 48 37 99 1-L1-3/4X.125 0 .422 0 3472 7650 11319 12656 1912 2830 5168 .13x3. 0 4. 4/4.9 U7 -L7 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2493 2493 3520 .11x0. 8 3. 3/ 3.3 US -L7 W6R 47 48 37 99 2-L1-1/2X.125 0 .719 0 46Sx 1912 2830 21563 7650 11319 12966 .13x3. 0 10. 1/10.1 08 -L9 WSR 46 17 37 08 2-L2-1/2X.212 2 .030 0 77Sx 7626 11012 60903 30505 44050 SOlOO .19x7. 9 9. 9/ 9.9 U9 -L9 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 1859 1859 3520 .11x0. 6 3. 3/ 3.3 UIO -L9 W4R 46 17 37. 08 2-L2x2x.200 1 .520 0 616x 30505 44050 45600 7626 11012 34975 .19x7. 9 9. 9/ 9.9 UIO -Lll W3R 24 13 28 14 2-L2x2x.l76 1 .346 0 619x 7626 8356 40381 30505 33424 34152 .18x6. 4 8. 11 8.7 Ull -Lll VI 30 71 29 86 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 873 1015 2675 .11x0. 3 3. 4/ 3.6 U12 -Lll W2R 57 30 47. 53 2-L2x2x.250 1 .875 0 609x 30505 56468 56250 7626 14117 42294 .19x10 .1 11 .9/11.9 Job #3V01226-RED Valley Joist West Page 73 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G6 2 - 28G3N33.4K/18.5 x Parallel chord Girder 27' 2.000 Special Crimped angle End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 7.500 Y 2 0' 0.500 Opp 6.000 7.500 Y 2 0' 0.500 107.00 107.00 TC cone loads: Load 33400 14900 18500 33400 14900 18500 Spacing 8'11 O'O 0' 9' 0' 0 ' Location Point Type TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3507000 in-#Moment 54.750 in Interior Panel 6 Web Vees 8 '11 NtUp 0.0 0.0 322.000 2204 L/ 952 1.000 24.750 33400 8 ' 11 8 '11 8 '11 18'3 18'3 18 ' 3 U4 U4 U4 U8 U8 U8 TSJI Dead Live TSJI Dead Live Dead Live Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 0.0 0.0 0.0 0.0 Equk 21.6 21.6 8350 # Minimum Shear 2200 in4 Minimum Ix L/ 528 SJI Defl 0.300 in Camber 24.750 in Right end 33400 # SJI reaction 0.0 Kips 0.0 Kips Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 33400 A = 6.524 Y = 1.151 Iy= 28.235 Rx = 1.226 P =-136577 Pnz/n=-181060 C = 101782 fv = 9532 Bearing seats: Tag End LLV7x4x3/8 Weld 5.77" Opposite End LLV7x4x3/8 Weld 5.77" Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 54.750 Chord shear: V = 33400 A = 6.624 Y = 1. 161 Iy= 28.235 Rx = 1.225 P = 135577 Pn/n = 198729 T = 66988 fv = 9532 Fy = 50000 Ry = 2.065 M = 0 fc = 15365 Fy = 50000 Ry = 2.065 ft 10112 Q = 1.000 Rz = 0.785 No Fillers f = 12243 Q = 1.000 Rz = 0.785 f = 10790 Job #3V01226-RED Valley Joist West Page 74 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Project: G6 28G3N33.4K/18.5 x 27' 2.000 Special Crimped angle Parallel chord Girder Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 57 30 47.53 2-L2-1/2X .230 2 .194 0 772x 33400 61827 65826 8350 15457 54971 .19x11.1 11.6/11.6 Ul -Ll VI 30 71 29.86 1-H-1/4X .109 0 .261 0 247z 0 0 7819 968 1125 2675 .11x0.3 3.4/ 3.6 U2 -Ll W3 24 13 28.14 2-L2x2x. 187 1 .426 0 617x 8350 9149 42782 33400 36597 36755 .19x6.6 8.7/ 8.7 U2 -L3 W4 46 17 37.08 2-L2x2x. 216 1 .635 0 613x 33400 48231 49041 8350 120S8 37543 .19x8.6 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-L1-1/4X .109 0 .261 0 247z 0 0 7819 2036 2036 3520 .11x0.6 3.3/ 3.3 U4 -L3 WS 46 17 37.08 2-L2-1/2X .212 2 .030 0 775x 8350 12058 60903 33400 48231 50100 .19x8.6 9.9/ 9.9 U4 -L5 W6 47 48 37.99 1-L1-3/4X .125 0 .422 0 347z 8350 12354 12656 2088 3089 5168 .13x3.3 4.4/ 4.9 US -L5 V2 0 00 25.68 1-H-1/4X . 109 0 .261 0 2472 0 0 7819 2732 2732 3520 .11x0.8 3.3/ 3.3 U6 -L5 W7 47 48 37.99 1-H-3/4X .125 0 . 422 0 3472 83S0 12354 12656 2088 3089 5168 .13x3.3 4.4/ 4.9 Job #3V01225-RED - Valley Joist West Page 75 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G7 1 - 28G2N39.lK/24.2 x 17' 3.500 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext : 7.500 Y 2' 7.500 2 BCX Holdback Pitch EP/#1L 0.500 0.500 103.50 104.00 TC cone loads Load 39100 14900 24200 TSJI 0.0 0.0 KNIFE PLATE TE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.837 in Effective Depth 20.500 in Clear Depth 1989200 in-#Moment 51.875 in Interior Panel 4 Web Vees Spacing 8'7-l/2 O'O 0 ' 0 NtUp 0.0 0.0 Location Point Type 8'7-l/2 U4 TSJI 8'7-1/2 U4 Dead 8'7-1/2 U4 Live Dead Live 0.0 0.0 0.0 0.0 203.500 in Design length 1823 in4 Ix L/2532 Live Defl 1.000 in Chord gap 23.875 in Left end 19598 # SJI reaction Equk 21.5 21. 6 4888 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 Kips Kips # Minimum Shear 1500 in4 Minimum Ix L/1567 SJI Defl 0.120 in Camber 24.000 in Right end 19502 # SJI reaction Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 25.000 Chord shear: V = 19598 A = 6.524 Y = 1.151 Iy= 28.235 Rx = 1.225 P = -59937 Pnz/n=-183398 59935 fv 5593 Fy Ry M fc 50000 2 . 065 0 9048 Q = 1.000 Rz = 0.785 No Fillers f = 7194 Bearing seats: Tag End LLV7x4x3/8 Weld 3.48' Opposite End LLV7x4x3/8 Weld 3.47' Bot Chord: 2-LL3-l/2x.344 A = lx= 5.323 Iy= Center: L = 51.875 P = Chord shear: V = 19598 T = Member Length Location Web Slope in UO -Ll W2 57". l""4" 47.62 Ul -Ll VI 31 . 97 30.46 U2 -Ll W3 20. 67 27.62 U2 -L3 W4 45.04 36.57 4 . 579 Y 15.651 Rx 76990 Pn/n 37736 fv 2- 1- 2- 2- L2x2x.156 L1-1/4X.109 L1-3/4X.143 L1-3/4X.143 Area in2 1.199" 0.261 0.960 0.960 m 076"2"2x 0.2472 0.543X 0.543X 1 . 002 1 . 078 137380 8139 Tensile Fy Ry ft 50000 1. 849 Shear lbs 19598 0 4900 19598 Force lbs_ 36120 0 5237 27736 Q Rz 1. 000 0.688 Allow lbs 35980 7819 28803 28803 8241 f Compressive 9122 Weld Available Shear Force Allow Thick x Weld (in) lbs lbs lbs Length Top/Bottm 4900 9030 26021 .16x7.8 11.8/10.3 629 742 2572 .11x0.2 3.4/ 3.7 19598 20947 22928 .14x4.9 8.5/ 7.7 4900 6934 20018 .14x6.5 9.8/ 8.7 Job #3V01226-RED - Customer Valley Joist West Page 7 6 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G7 1 - 28G2N39.1K/24.2 x Parallel chord Girder 17' 3.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm U3 -L3 V2 0 00 25.84 1-Llxlx.109 0.206 0 1962 0 0 6184 1199 1199 1790 .11x0.4 3.0/ 3.0 U4 -L3 WS 45 04 36.57 2-L2x2x.163 1.251 0 621x 4900 6934 37526 19598 27736 28063 .16x5.7 9.8/ 8.7 U4 -L5 W5 45 18 36.65 2-L2x2x.163 1.2S1 0 621x 4875 6917 37526 19502 27667 28030 .16x5.7 9.8/ 8.7 US -LS V2 0 00 25.84 1-Llxlx.109 0.206 0 1962 0 0 6184 1199 1199 1790 .11x0.4 3.0/ 3.0 U6 -L5 W4 45 18 36.65 2-L1-3/4X.143 0. 960 0 543x 19502 27667 28803 4875 6917 19987 .14x6.5 9.8/ 8.7 U6 -L7 W3 21 16 27.70 2-L1-3/4X.143 0. 960 0 543x 4875 5228 28803 19502 20912 22901 .14x4.9 8.5/ 7.7 U7 -L7 VI 31 77 30.39 1-L1-1/4X.109 0.261 0 2472 0 0 7819 629 739 2583 .11x0.2 3.4/ 3.7 U8 -L7 W2 57 14 47.62 2-L2x2x.156 1.199 0 622x 19502 35943 35980 4875 8986 26021 .16x7.8 11.8/10.3 Job #3V01226-RED - Valley Joist West Page 77 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) G8 1 - 28G3N65.2K/50.3 x Parallel chord Girder 27' 2.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7 . 500 7.500 TC cone loads: Load 65200 14900 50300 55200 14900 50300 Y Y Spacing 8'11 O'O 0 ' 0 9'4 O'O O'O 8'11 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 24.585 in Effective Depth 16.000 in Clear Depth 5845000 in-#Moment 54.750 in Interior Panel 5 Web Vees NtUp 0.0 0.0 322.000 3931 L/ 625 1. 000 24.750 55200 0' 0.500 0' 0.500 Location Point Type 8 ' 11 U4 TSJI 8 ' 11 U4 Dead 8 '11 U4 Live 18'3 U8 TSJI 18 '3 U8 Dead 18'3 U8 Live Dead Live Equk Wind 2Lod 0.0 0.0 21.5 0.0 0.0 0.0 21.5 0.0 0.0 0.0 107.00 107.00 3Lod 0.0 0.0 in Design length 16300 # Minimum Shear Kips Kips in4 Ix Live Defl in Chord gap in Left end # SJI reaction 3700 in4 Minimum Ix L/ 482 SJI Defl 0.300 in Camber 24.750 in Right end 65200 # SJI reaction Top Chord: 2 -L L6x6x.525 A = 14.219 Y = 1.730 Fy = 50000 Q = 1.000 Ix= 48.315 Iy=119.029 Rx = 1.843 Ry = 2.893 Rz = 1.178 Center: L = 28.000 P =-278461 Pnz/n=-409310 M 0 No Fillers Chord shear: V = 65200 C = 207520 fv = 8693 fc = 14595 f = 11350 Bearing seats : Tag End LLV7x4x3/8 Weld 11.26" Opposite End LLV7x4x3/8 Weld 11.26" Bot Chord: 2 -L L6x6x.500 A = 11.500 Y = 1.685 Fy = 50000 Q = 0.961 lx= 39.816 Iy= 94.708 Rx = 1.8 61 Ry = 2.870 Rz = 1.185 Center: L = 54.750 P = 278461 Pn/n = 345000 Chord shear: V = 65200 T = 135578 fv = 10867 ft = 11876 f = 12383 Job #3V01226-RED Valley Joist West Page 7 8 V2.1.7.2 By JB 11:22 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS 10 CARLSBAD, CA ***TAG COLOR RED*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G8 1 - 28G3N65.2K/50.3 x 27' 2.000 Special Crimped angle Parallel chord Girder Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs UO -Ll W2 58 42 46.95 2-L3-1/2X.313 4 .186 1 082x 65200 124515 125582 16300 31129 113S86 Ul -Ll VI 31 81 28.93 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 1803 2122 2851 U2 -Ll W3 25 07 27.14 2-L3x3x.250 2 .875 0 930x 16300 17995 86250 65200 71980 78052 U2 -L3 W4 47 41 36.33 2-L3x3x.281 3 .214 0 926x 6S200 963S2 96422 16300 24088 86158 U3 -L3 V2 0 00 24 .59 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 4150 4150 S439 U4 -L3 W5 47 41 36.33 2-L3-1/2X.313 4 .186 1 082x 16300 24088 12SS82 65200 96352 114223 U4 -LS W6 48 72 37.26 UN SQ BAR 1 .000 0 2892 16300 24705 30000 4075 6176 9060 US -L5 V3 0 00 24.59 1-H-1/2X.12S 0 .359 0 2962 0 0 10781 SS69 5569 6384 U6 -LS W7 48 72 37.26 UN SQ BAR 1 000 0 2892 16300 24705 30000 4075 6176 9060 Weld Thick X Length .31x13. .11x0.7 .19x12. .28x11 .11x1.3 .31x10 .19x4.4 .13x1.5 .19x4.4 Available Weld (in) Top/Bottm 4M 18.2/18.2 3.4/ 3.6 9 13.2/13.2 SM 1S.2/1S.2 3.5/ 3.5 4M 15.2/15.2 4.7/ 5.2 3.5/ 3.5 4.7/ 5.2 Job #3V01225E-BLU Valley Joist West Page 1 V2.1.7.2 By CB 11:24 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T12C 1 - 22LH1332/886 x 19'10.000 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 5.000 5.000 Slope Holes Top Chord Ext Y BCX Holdback Pitch EP/#1L 54.000 0' 0.500 54.000 Uniform Live load 886 #/ft full length Uniform TSJI load 1332 #/ft full length Uniform Dead load 446 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE TSJI 0.0 0.0 MAX TC, BC & BRG SEAT = SEE TC COPE DETAIL RE end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 981553 in-#Moment 48.000 in Interior Panel 4 Web Vees 6 1/8" FOR FIRST 4 1/2" RE NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 234.000 in Design length 926 in4 Ix L/2181 Live Defl 1.000 in Chord gap 34.500 in Left end 13987 # SJI reaction Equk 6.4 6.4 Wind 0.0 0.0 Em 27.3 27.3 3Lod 0.0 Kips 0.0 Kips 3247 # Minimum Shear 900 in4 Minimum Ix L/1365 SJI Defl 0.158 in Camber 34.500 in Right end 13987 # SJI reaction Top Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1.002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1. 078 Ry = 1.849 Rz = 0.588 Center: L = 24 .000 P = -49085 Pnz/n= -130580 M = 1791 No Fillers Tag end panl: L = 34.500 P = -41703 Pnx/n= -102895 M = 9229 No Filler First point: P = -41703 Pn/n = -123642 M = 14572 Chord shear: V = 7948 C = 49086 fv 3301 fc = 10719 f = 6294 Bearing seats: Tag End LLV4X3X3/8 Opposite End LLV4X3X3/8 Weld Weld Bot Chord: 2-LL3-l/2x.344 A = 4 . 579 Y Ix= 5.323 Iy= 15.651 Rx Center: L = 48.000 P = 40919 Pn/n Chord shear: V = 11850 T = 34032 fv Length Area R Location Web Slope in Member in2 in Ub -Ll W2 68.9"7 55.71 2- L2x2x.i"4"5 1". I"i8 "0. "3"962 3.86" 3.86" 1. 002 1.078 137380 4921 Tensile Shear _lbs_ " 1 l's 50 Force _lbs_ 3"3"0"i5" Fy = 50000 Q = 1.000 Ry = 1.849 Rz = 0.688 ft = 7432 f = 6166 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs Length Top/Bottm "33'5"39 0 0 21869 .14x7.7 14.6/14.6 Job #3V01226E-BLU - Valley Joist West Page 2 V2.1.7.2 By CB 11:24 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T12C 1 - 22LH1332/885 x Parallel chord Longspan 19'10.000 Special Crimped angle Tensile Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Ul -Ll VI 41 .19 26.57 1-L1-1/2X.12S 0.359 0 2962 0 0 10781 4986 6626 7536 U2 -Ll W3 40.37 26.25 1-L2x2x.l76 0.673 0 3942 0 0 20191 7948 10432 11468 U2 -L3 W4 50.20 31.24 1-L1-1/4X.109 0.261 0 2472 4599 7184 7819 0 0 4008 U3 -L3 V2 0.00 20.00 1-L1-1/4X.109 0.261 0 2472 0 0 7819 3909 3909 5100 U4 -L3 W5 50.20 31.24 1-L1-1/2X.109 0.315 0 2972 0 0 9454 3247 5072 5670 Weld Thick X Length .13x1.3 .18x2.0 .11x2.2 .11x1.2 .11x1.6 Available Weld (in) Top/Bottm 3.9/ 4.3 4.3/ 4.7 4.0/ 4.6 3.3/ 3.3 4.3/ 4.8 Job #3V01226E-BLU Valley Joist West Page 3 V2.1.7.2 By CB 11:24 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T14 2 - 22LH1401/908 x Parallel chord Longspan 20' 1.250 Special Crimped angle End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 54 . 000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 1104508 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 237.250 in Design length 531 in4 Ix L/1390 Live Defl 1.000 in Chord gap 35.313 in Left end 14849 # SJI reaction Em 3Lod Equk Wind ""674 ~070 3279 ~0T0 Kips 6.4 0.0 32.9 0.0 Kips 3462 # Minimum Shear 600 in4 Minimum Ix L/ 852 SJI Defl 0.163 in Camber 35.313 in Right end 14849 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0 . 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -54399 Pnz/n= -90093 M = 3008 No Fillers Tag end panl: L = 35.313 P = -46074 Pnx/n= -66824 M = 10159 No Filler First point: P = -46074 Pn/n = -86780 M = 16077 Chord shear: V = 8358 C = 54399 fv 4953 fc = 16925 f = 9811 Bearing seats : Tag End LLV4X3X3/8 Weld 5. 67" Opposite End LLV4X3X3/8 Weld 5.57' Bot Chord: 2-L L3x3x.250 A = Ix= 2.488 Iy= Center: L = 48.000 P = Chord shear: V = 12569 T = UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68. 67 39.42 42.53 Length in 55.82 26.28 27.55 Member 2.875 Y 7.659 Rx 43379 Pn/n 36276 fv 0.842 0. 930 86250 8379 Tensile Fy = Ry = ft = 50000 1.633 L2x2x.156 L1-1/2X.125 L2x2x.17 6 Area in2 1.199 0.359 0.673 m 0.3962 0.2962 0.3942 Shear lbs 12569 0 0 Force lbs 34557 0 0 Q Rz 0. 961 0.592 Allow lbs 35980 10781 20191 12618 f = 10489 Compressive Shear lbs 0 5301 8368 Weld Available Force Allow Thick x Weld (in) lbs lbs Length Top/Bottm 0 23931 .16x7.5 11.8/11.8 6861 7588 .13x1.8 3.8/ 4.2 11355 11333 .18x2.2 4.4/ 4.8 Job *3V01226E-BLU - Valley Joist West Page 4 V2.1.7.2 By CB 11:24 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T14 2 - 22LH1401/908 x Parallel chord Longspan 20' 1.250 Special Crimped angle Location Web W4 V2 WS U2 -L3 U3 -L3 U4 -L3 Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.247Z 0.2472 0.2972 Shear lbs 4804 0 0 Force lbs 7438 0 0 Allow lbs 7819 7819 9454 Shear lbs 0 4074 3462 Compressive Force lb£_ 0 4074 5361 Allow lbs Weld Available Thick X Weld (in) Length Top/Bottm 3976 .11x2.3 4.0/ 4.6 5819 .11x1.3 3.3/ 3.3 5641 .11x1.7 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 1 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tl 2 - 22LH1404/910 x 20' Parallel chord Longspan 7.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54 .000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 926182 in-#Moment 48.000 in Interior Panel 4 Web Vees 0.0 0.0 0.0 0.0 0.0 0.0 243.250 in Design length 631 in4 Ix L/1287 Live Defl 1.000 in Chord gap 36.813 in Left end 15230 # SJI reaction Equk 6.4 6.4 Wind 0.0 0.0 2Lod 0.0 0 . 0 3Lod 0.0 Kips 0.0 Kips 3558 # Minimum Shear 600 in4 Minimum Ix L/ 790 SJI Defl 0.171 in Camber 36.813 in Right end 15230 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 27 9" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1. 640 Rz = 0.591 Center: L = 24.000 P = -43840 Pnz/n= -90093 M = 1554 No Fillers Tag end panl: L = 35.813 P = -32943 Pnx/n= -55326 M = 11047 No Filler First point: P = -32943 Pn/n = -86780 M = 17544 Chord shear: V = 8467 C = 43840 fv 5022 fc = 13540 f = 8469 Bearing seats : Tag End LLV4X3X3/8 Weld 3.41" Opposite End LLV4X3X3/8 Weld 3.41" Bot Chord: 2 -L L3x3x.250 A = 2.875 Y 0 . 842 Fy = 50000 Q = 0.961 Ix= 2.488 Iy= 7.669 Rx 0. 930 Ry = 1.533 Rz = 0.592 Center: Chord shear: L = 48.000 V = 12863 P = T = 45616 Pn/n 38511 fv 86250 8575 Tensile ft = Location UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68.67 36. 80 46.80 Length in 55.82 25.36 29.66 Member L2x2x.156 L1-1/2X.12S L2x2x.187 Area in2 1.199 0.359 0 .713 m 0.3962 0.2962 0.3942 Shear lbs 12863 0 0 Force lbs 35365 0 0 Allow lbs 35980 10781 21391 13395 f = 10881 Compressive Weld Available Shear Force Allow Thick x Weld (in) lbs lbs lbs Length Top/Bottm 0 0 23931 .16x7.6 11.8/11.8 5439 6792 7754 .13x1.8 3.8/ 4.1 8467 12370 12379 .19x2.2 4.6/ 5.1 Job #3V01226-BLU Valley Joist West Page 2 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tl 2 - 22LH1404/910 x 20' Parallel chord Longspan 7.250 Special Crimped angle Location "U2 -L3 U3 -L3 U4 -L3 Web W4 V2 WS Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member 1- L1-1/4X.109 1- L1-1/4X.109 1- L1-1/2X.109 Area in2 0.261 0.261 0.315 0.2472 0.2472 0.2972 Shear lbs 4811 0 0 Force lbs 7448 0 0 Allow lbs 7819 7819 9454 Shear lbs 0 4027 3558 Compressive Force lbs Allow _ lbs 0 3976 4027 5819 5508 5641 Weld Available Thick X Weld (in) Length Top/Bottm .l"lx2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 3 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT; GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T2 22LH1404/910 x 20' 8.750 Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext Tag 5.000 5.000 Opp 5.000 5.000 BCX Holdback Pitch EP/#1L 54 . 000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI lOOOt AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2' TSJI 0.0 0.0 SHORT BEARING TE end loads: Left TC axial load: Right TC axial load: 22.000 in Deep in Effective Depth in Clear Depth in-#Moment in Interior Panel Web Vees WELD SEAT FULL TE 20.304 16.000 937262 48.000 4 NtUp 0.0 0.0 Dead Live Equk Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 244.750 in Design length 631 in4 Ix L/1254 Live Defl 1.000 in Chord gap 37.188 in Left end 15318 # SJI reaction 6.4 6.4 0.0 0.0 0.0 0.0 3579 # Minimum Shear 600 in4 Minimum Ix L/ 775 SJI Defl 0.173 in Camber 37.188 in Right end 15318 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0. 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44386 Pnz/n= -90093 M = 1508 No Fillers Tag end panl: L = 37.188 P = -33115 Pnx/n= -64948 M = 11269 No Filler First point: P = -33115 Pn/n = -86780 M = 17911 Chord shear: V = 8488 C = 44386 fv 5034 fe = 13810 f = 8545 Bearing seats : Tag End LLV4X3X3/8 Weld 3.43" Opposite End LLV4X3X3/8 Weld 3.43' Bot Chord: 2-L L3x3x.250 A = Ix= 2.488 Iy= Center: L = 48.000 P = Chord shear: V = 12930 T = Member Length Location Web Slope in UO -Ll W2L 68."?7 55.82 Ul -Ll VI 36.11 25. 13 U2 -Ll W3 47.78 30.21 U2 -L3 W4 49.77 31.44 2.875 Y 7.569 Rx 46162 Pn/n 39060 fv Area F in2 L2x2x.156 L1-1/2X.125 L1-1/2X.109 L1-1/4X.109 1.199 0.359 0.630 0.261 0.3962 0.296Z 0.2972 0.2472 0.842 0 . 930 86250 8620 Tensile Fy Ry ft 50000 1.633 13586 Shear lbs 12930 0 0 4810 Force lbs 3S549 0 0 7447 Q = 0.961 Rz = 0.592 f = 10975 Compressive Allow lbs 35980 10781 18907 7819 Shear lbs 0 5485 8488 0 Force lbs 0 6789 12630 0 Allow lbs_ 23931 7793 14421 3976 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.7 11.8/11.8 .13x1.8 3.7/4.1 .11x3.9 7.7/ 7.7 .11x2.3 4.0/ 4.6 Valley Joist West Page 4 V2.1.7.2 Job #3V01225-BLU - By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T2 2 - 22LH1404/910 x 20' 8.750 Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member _J-h2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 VZ 0.00 20.30 1- L1-1/4X.109 0 ."26T 0.247""2 0 0 7819 4030 4030 5819 . 11x1.2 3.3/ 3.3 U4 -L3 W5 49.77 31.44 1- L1-1/2X.109 0.315 0.297z 0 0 9454 3579 5542 5641 . 11x1.7 4.3/ 4 .8 Job #3V01226-BLU Customer: Valley Joist West Page 5 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) •T3C 4 - 22LH1382/897 x Parallel chord Longspan 20' 8.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 : 0' 0.500 54.000 Uniform Live load 897 #/ft full length Uniform TSJI load 1382 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE MAX TC, BC & BRG SEAT = 6 1/8" FOR FIRST 4 1/2" RE SEE TC COPE DETAIL RE end loads: TSJI NtUp Dead Live Left TC axial load Right TC axial load 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 919890 in-#Moment 48.000 in Interior Panel 4 Web Vees TSJI 0.0 0 . 0 NtUp 0.0 0.0 0.0 0.0 0.0 0.0 244.250 in Design length 926 in4 Ix L/1894 Live Defl 1.000 in Chord gap 37.063 in Left end 15055 # SJI reaction Equk 6.4 5.4 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips 3516 # Minimum Shear 900 in4 Minimum Ix L/1163 SJI Defl 0.173 in Camber 37.063 in Right end 15055 # SJI reaction Top Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1.002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1.078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -44226 Pnz/n= -130680 M = 1503 No Fillers Tag end panl: L = 37.063 P = -33072 Pnx/n= -100024 M = 11020 No Filler First point: P = -33072 Pn/n = -123642 M = 17510 Chord shear: V = 8359 C = 44226 fv 3471 fc = 9658 f = 5947 Bearing seats : Tag End LLV4X3X3/8 Weld 2.75" Opposite End LLV4X3X3/8 Weld 2.75" Bot Chord: 2-LL3-1/2x.344 A = 4.579 Y Ix= 5.323 Iy= 15.551 Rx Center: L = 48.000 P = 46003 Pn/n Chord shear: V = 12718 T = 38896 fv Length Area R Location Web Slope in Member in2 in 0(J-^i "W2 68.97" 55."71 'T-~ "L^x'aTT'nfS r. 1"9"9" "673962 1. 002 1. 078 137380 5281 Tensile Shear _lbs_ " 12718" Force lbs •3 5"4 3"3" Fy = 50000 Q = 1.000 Ry = 1.849 Rz = 0.688 ft = 8494 f = 6777 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs Length Top/Bottm 35"9'86 0 0 "2 3963 ".T6"x7 '.'S 14.6/14.6 Job #3V01226-BLU Customer Valley Joist West Page 6 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T3C 4 - 22LH1382/897 x Parallel chord Longspan 20' 8.250 Special Crimped angle Length Location Web Slope in Ul -Ll VI 36.76 24.96 U2 -Ll W3 47.89 29.82 U2 -L3 W4 50.20 31.24 U3 -L3 V2 0.00 20.00 U4 -L3 W5 50.20 31.24 1- 1- 1- 1- 1- Member L1-1/2X.125 L2x2x.l87 L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.359 0.713 0.261 0.261 0.315 in 0.2962 0.394Z 0.2472 0.247Z 0.2972 Shear lbs 0 0 4744 0 0 Force lbs 0 0 7412 0 0 Allow Shear Compressive Force lbs lbs lbs lbs 10781 5401 6741 7823 21391 8359 12466 12358 7819 0 0 4008 7819 3985 3985 5100 9454 3516 5493 5670 Weld Thick X Length TT3X1.3 .19x2.2 .11x2.3 .11x1.2 .11x1.7 Available Weld (in) Top/Bottm 3.7/ 4.1 4.6/ 5.1 4.0/ 4.6 3.3/ 3.3 4.3/ 4.8 Job #3V01225-BLU Valley Joist West Page 7 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T4 4 - 22LH1360/883 x 20' 7.250 Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.000 Depth 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 883 #/ft full length Uniform TSJI load 1360 #/ft full length Uniform Dead load 477 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 899062 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 243.250 in Design length 531 in4 Ix L/1327 Live Defl 1.000 in Chord gap 35.813 in Left end 14784 # SJI reaction Equk 6.4 6.4 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 3445 # Minimum Shear 500 in4 Minimum Ix L/ 814 SJI Defl 0.171 in Camber 36.813 in Right end 14784 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0. 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -42556 Pnz/n= -90093 M = 2961 No Fillers Tag end panl: L = 36.813 P = -31973 Pnx/n= -65326 M = 10701 No Filler First point: P = -31973 Pn/n = -86780 M = 16994 Chord shear: V = 8223 C = 42556 fv 4877 fc = 13240 f = 8223 Bearing seats : Tag End LLV4X3X3/8 Weld 3.30" Weld 3.30' Bot Chord: Center: Chord shear: Length Location Web Slope in UO "-iJ W2L 68. 67 55.82 Ul -Ll VI 36.80 25.36 U2 -Ll W3 46.80 29. 66 U2 -L3 W4 49.77 31.44 2-L L3x3x.250 A = Ix= 2.488 Iy= L = 48.000 P = V = 12484 T = Member 2 . 875 Y 7.669 Rx 44280 Pn/n 37383 fv 2- L2x2x.l56 1- L1-1/2X.125 1- L2x2x.187 1- L1-1/4X.109 0 . 842 0. 930 86250 8323 Tensile Fy Ry 50000 1. 633 ft = 13003 Q = 0.961 Rz = 0.592 10561 Compressive Area R Shear Force Allow Shear Force Allow ln2 in lbs lbs lbs ibs_ lbs 1.199 0.396Z 12484 34324 35930 0 0 23931 0.359 0.2962 0 0 10781 5300 6619 7754 0.713 0-3942 0 0 21391 8223 12014 12379 0.261 0.2472 4679 7244 7819 0 0 3976 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.4 11.8/11.8 .13x1.8 3.8/ 4.1 .19x2.2 4.6/ 5.1 .11x2.2 4.0/ 4.6 Job #3V01226-BLU Customer Valley Joist West Page 8 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T4 22LH1360/883 x 20' 7.250 Crimped angle Parallel chord Longspan Locat ion U4 -L3 Web V2 WS Slope 0.00 49.77 Length in 20.30 31.44 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.315 0.247Z 0.297Z Shear lbs 0 0 Force lbs 0 0 Allow lbs 7819 9454 Compressive Shear lb_s_ 3933 3446 Force lbs 3933 5335 Allow lbs 5033 5641 Weld Thick X Length .11x1.2 .11x1.6 Available Weld (in) Top/Bottm 3.3/ 3.3 4.3/ 4.8 Job #3V01226-BLU - Valley Joist West Page 9 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T5 End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 22LH1350/883 x 20' 8.750 Crimped angle Parallel Slope Holes Top Chord Ext BCX Holdback chord Longspan Pitch EP/#1L 54.000 54.000 Uniform Live load 883 #/ft full length Uniform TSJI load 1350 #/ft full length Uniform Dead load 477 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE end loads: Left TC axial load: Right TC axial load: WELD SEAT FULL TE TSJI 0 . 0 0 . 0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 909807 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp Dead Live Equk Wind 0.0 0.0 0.0 6.4 0.0 0.0 0.0 6.4 244.750 in Design length 3457 631 in4 Ix 500 L/1302 Live Defl L/ 799 1.000 in Chord gap 0.173 37.188 in Left end 37.188 14859 # SJI reaction 14859 2Lod 3Lod 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction 0.0 Kips 0.0 Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.645 Rx 0.926 Ry = 1.540 Rz = 0.591 Center: L = 24.000 P = -43086 Pnz/n= -90093 M = 2972 No Fillers Tag end panl: L = 37.188 P = -32140 Pnx/n= -64948 M = 10916 No Filler First point: P = -32140 Pn/n = -86780 M = 17350 Chord shear: V = 8243 C = 43086 fv 4889 fc = 13405 f = 8296 Bearing seats : Tag End LLV4X3X3/8 Weld 3. 32" Weld 3.32" Bot Chord: 2 -L L3x3x .250 A = 2.875 Y Ix= 2 .488 Iy= 7.669 Rx Center: L = 48 000 P = 44809 Pn/n Chord shear: V = 12549 T = 37915 fv Length Area R Location Web Slope in Member in2 in UO -Ll W2L 68 67 "T5"."82" 2- L2x2x.l56 1.199 573 96Z Ul -Ll VI 36 11 25.13 1- Ll -1/2X.109 0.315 0.2972 U2 -Ll W3 47 78 30.21 1- L2x2x.l87 0.713 0.3942 U2 -L3 W4 4 9 77 31.44 1- Ll -1/4X.109 0.261 0.2472 0. 842 0. 930 86250 8355 Tensile Fy Ry ft 50000 1. 633 Shear lbs 12S49 0 0 4673 Force lbs 34503 0 0 7243 Q = 0.961 Rz = 0.592 Allow lbs 35980 9454 21391 7819 13188 f = 10652 Compressive Weld Available Shear Force Allow Thick x Weld (in) lbs lbs lbs Length Top/Bottm 0 0 23931 . 16x7.4 "11.8/1178 5344 6615 6556 .11x2.0 3.7/ 4.1 8243 12267 12306 .19x2.2 4.7/ 5.2 0 0 3976 .11x2.2 4.0/ 4.6 Valley Joist West Page 10 V2.1.7.2 Job #3V01225-BLU - By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T5 4 - 22LH1360/883 x 20' 8.750 Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 ~076o 20.30 1- L1-1/4X.109 0.261 0.2472 0 0 7819 3935 3935 5033 .11x1.2 3.3/ 3.3 U4 -L3 W5 49.77 31.44 1- L1-1/2X.109 0.315 0.297z 0 0 9454 3467 5368 5641 .11x1.7 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 11 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) TIA 22LH1404/910 x 20'10.000 Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 0.0 0.0 0.0 Right TC axial load: 0.0 0.0 0.0 0.0 Equk 6.4 6.4 Wind 0.0 0.0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 94 6547 in-#Moment 48.000 in Interior Panel 4 Web Vees 246.000 in Design length 631 in4 Ix L/1245 Live Defl 1.000 in Chord gap 37.500 in Left end 15391 # SJI reaction 3598 # Minimum Shear 600 in4 Minimum Ix L/ 764 SJI Defl 0.175 in Camber 37.500 in Right end 15391 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44844 Pnz/n= -90093 M = 1461 No Fillers Tag end panl: L = 37.500 P = -33258 Pnx/n= -54531 M = 11457 No Filler First point: P = -33258 Pn/n = -86780 M = 18219 Chord shear: V = 8505 C = 44844 fv 5044 fe = 13952 f = 8609 Bearing seats Tag End LLV4X3X3/8 Weld 3.45" Weld 3.45" Bot Chord: Center: Chord shear: 2-L L3x3x.250 A = Ix= 2.488 Iy= L = 48.000 P = V = 12986 T = Location Web Slope Length in UO -Ll W2L 68.67 55.82 2- Ul -Ll VI 35.53 24.95 1- U2 -Ll W3 48.56 30.68 2- U2 -L3 W4 49.77 31.44 1- Member 2.875 Y 7.669 Rx 45619 Pn/n 39519 fv 0.842 0 . 930 86250 8557 Tensile Fy = Ry = ft = 50000 1. 633 Q Rz 0. 961 0 . 592 Area R Shear Force Allow in2 in l_bs__ L2x2x.l56 "1.199 0.39"6z 12986 35703" 35"980 L1-1/2X.125 0.359 0.296z 0 0 10781 L1-1/2X.109 0.630 0.2972 0 0 18907 L1-1/4X.109 0.261 0.2472 4810 7447 7819 13746 f = Compressive Shear Force __lbs^ lbs """0 0 5523 6787 8505 128S1 0 0 11054 Weld Available Thick X Weld (in) Length Top/Bottm "2"3931 .16x7.7 11.8/11 .8 7825 .13x1.8 3.7/ 4.0 14345 .11x4.0 7.8/7.8 3976 .11x2.3 4.0/ 4.6 Allow lbs Job #3V01226-BLU - Valley Joist West Page 12 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) TIA 2 - 22LH1404/910 x 20'10.000 Crimped angle Parallel chord Longspan U3 U4 -L3 -L3 Web V2 W5 Slope 6. 00 49.77 Length 20.30 31.44 Tensile L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.315 0.2472 0.2972 Shear lbs 0 0 Compressive Force Allow Shear Force Allow lbs lbs lbs lbs lbs 0 7819 4032 4032 0 9454 3598 5570 5641 Weld Available Thick X Weld (in) Length Top/Bottm 5819 .11x1.2 3.37'3."3 11x1.7 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 13 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T6C 4 - 22LH1371/890 x Parallel chord Longspan 20' 8.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 000 000 BCX Holdback Pitch EP/#1L 54 . 000 ; 0' 0.500 54.000 Uniform Live load 890 #/ft full length Uniform TSJI load 1371 #/ft full length Uniform Dead load 481 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE TSJI 0.0 0.0 MAX TC, BC & BRG SEAT = SEE TC COPE DETAIL RE end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 19.995 in Effective Depth 15.000 in Clear Depth 913054 in-#Moment 48.000 in Interior Panel 4 Web Vees 6 1/8" FOR FIRST 4 1/2" RE NtUp 0 . 0 0.0 Dead Live 0.0 0.0 0.0 0.0 244.250 in Design length 926 in4 Ix L/1909 Live Defl 1.000 in Chord gap 37.063 in Left end 14953 # SJI reaction Equk 6.4 6.4 3488 900 L/1172 0.173 37.063 14953 Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction 0.0 Kips 0.0 Kips Top Chord: 2 -LL3-l/2x.344 A = 4 .579 Y 1. 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.551 Rx 1 . 078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -43897 Pnz/n= -130680 M = 2992 No Fillers Tag end panl: L = 37.053 P = -32825 Pnx/n= -100024 M = 10932 No Filler First point: P = -32825 Pn/n = -123642 M = 17370 Chord shear: V = 8298 C = 43897 fv 3446 fe = 9586 f = 5903 Bearing seats: Tag End LLV4X3X3/8 Opposite End LLV4X3X3/8 Weld 2.73" Weld 2.73" Bot Chord: 2-LL3-l/2x.344 A = 4 .579 Y Ix= 5.323 Iy= 15.651 Rx Center: L = 48.000 P = 45661 Pn/n Chord shear: V = 12623 T = 38507 fv Length Area R Location Web Slope in Member in2 in UO -Ll W2 68.97 55.71 2- L2x2x.l56 "1". 1"9"9 0. 3"9""62 = 1.002 = 1.078 = 137380 5242 Tensile Shear lbs_ 12623 Force 35168 Fy = 50000 Q = 1.000 Ry = 1.849 Rz = 0.688 ft = 8431 f = 6727 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs Length Top/Bottm 35980 ""0 0 23563 .16x7.6 14.6/14.6 Job #3V01225-BLU Valley Joist West Page 14 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) '^T6C 4 - 22LH1371/890 x Parallel chord Longspan 20' 8.250 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Ul -Ll VI 36.76 24.96 1-L1-1/2X.125 0.359 0 296z 0 0 10781 5366 6698 7823 U2 -Ll W3 47.89 29. 82 1-L2x2x.l87 0.713 0 394z 0 0 21391 8298 12375 12358 U2 -L3 W4 50.20 31.24 1-L1-1/4X.109 0.261 0 2472 4711 7360 7819 0 0 4003 U3 -L3 V2 0.00 20.00 1-L1-1/4X.109 0.261 0 247z 0 0 7819 3961 3961 5100 U4 -L3 WS 50.20 31.24 1-L1-1/2X.109 0.315 0 2972 0 0 9454 3488 5449 5670 Weld Thick X Length .13x1.8 .19x2.2 .11x2.3 .11x1.2 .11x1.7 Available Weld (in) Top/Bottm 3.7/ 4.1 4.6/ 5.1 4.0/ 4.6 3.3/ 3.3 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 15 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T7 3 - 22LH1401/908 x Parallel chord Longspan 20' 6.250 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 WELD SEAT FULL TE NtUp 0.0 0.0 Dead Live Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 915998 in-#Moment 48.000 in Interior Panel 4 Web Vees TSJI 0.0 0.0 0.0 0.0 0.0 0.0 242.250 in Design length 531 in4 Ix L/1306 Live Defl 1.000 in Chord gap 35.553 in Left end 15141 # SJI reaction Equk Wind 2Lod 3Lod 5.4 0.0 0.0 0.0 Kips 5.4 0.0 0.0 0.0 Kips 3535 # Minimum Shear 600 in4 Minimum Ix L/ 801 SJI Defl 0.170 in Camber 36.563 in Right end 15141 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0 . 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -43390 Pnz/n= -90093 M = 3043 No Fillers Tag end panl: L = 36.563 P = -32762 Pnx/n= -65578 M = 10877 No Filler First point: P = -32762 Pn/n = -86780 M = 17265 Chord shear: V = 8436 C = 43390 fv 5004 fc = 13500 f = 8402 Bearing seats Tag End LLV4X3X3/8 Weld 3.39" Opposite End Weld 3.39' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12792 UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68 . 67 37.25 46.14 Length A = Iy= P = T = in Member 55.82 25.51 29.30 2.875 Y 7.659 Rx 45153 Pn/n 38071 fv L2x2x.l56 L1-1/2X.125 L2x2x.187 Area in2 1.199 0.359 0.713 in 0.3962 0.2962 0.3942 0.842 0 . 930 86250 8528 Tensile Fy = Ry = ft = 50000 1.633 Q = 0.961 Rz = 0.592 Shear lbs 12792 0 0 Force lbs 35171 0 0 13242 f = 10797 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs ___lbs Length Top/Bottm 35980 0 0 23931 .16x7.6 11.8/11.8 10781 5399 6782 7727 .13x1.3 3.8/ 4.1 21391 8436 12175 12427 .19x2.2 4.6/ 5.0 Job #3V01225-BLU Valley Joist West Page 16 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/551-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T7 3 - 22LH1401/908 x Parallel chord Longspan 20' 6.250 Special Crimped angle Location U2 =L"3 U3 -L3 U4 -L3 Meb W4 V2 WS Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.31S 0.247Z 0.2472 0.2972 Shear lbs 4802 0 0 Force lbs 7435 0 0 Allow lbs 7819 7819 9454 Shear lbs 0 4019 3535 Compressive Force lbs_ 0 4019 5474 Allow lbs 3976 5033 5641 Weld Available Thick X Weld (in) Length Top/Bottm ,11x2.3 4.0/ 4.6 ,11x1.2 3.3/ 3.3 11x1.7 4.3/ 4.8 Job #3V01226-BLU - Customer Valley Joist West Page 17 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T8 3 - 22LH1404/908 x 20' 8.750 Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 5.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 496 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 937262 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 244.750 in Design length 631 in4 Ix L/1257 Live Defl 1.000 in Chord gap 37.188 in Left end 15318 # SJI reaction Equk 5.4 5.4 3579 600 L/ 776 0 .173 37.188 15318 Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.545 Rx 0 . 926 Ry = 1.540 Rz = 0.591 Center: L = 24.000 P = -44386 Pnz/n= -90093 M = 1508 No Fillers Tag end panl: L = 37.188 P = -33115 Pnx/n= -64948 M = 11269 No Filler First point: P = -33115 Pn/n = -86780 M = 17911 Chord shear: V = 8488 C = 44386 fv 5034 fe = 13810 f = 8545 Bearing seats Tag End LLV4X3X3/8 Weld 3.43" Weld 3.43' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12930 A = Iy= P = T = 2.875 Y 7.669 Rx 46162 Pn/n 39060 fv 0.842 0. 930 85250 8520 Tensile Fy Ry 50000 1. 633 ft = 13586 Q = 0.951 Rz = 0.592 f = 10975 Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2L 68". 67 55.82 2-L2x2x. 156 1.199 0 ~3"9""6"z "12930 35549 35980 0 0 23931 .16x7.7 11.8/11.8 Ul -Ll VI 36.11 25.13 1-L1-1/2X . 125 0.359 0 296z 0 0 10781 5485 6789 7793 .13x1.8 3.7/ 4.1 U2 -Ll W3 47.78 30.21 2-L1-1/2X . 109 0.630 0 297z 0 0 18907 8488 12630 14421 .11x3.9 7.7/ 7.7 U2 -L3 W4 49.77 31.44 1-L1-1/4X .109 0.261 0 247z 4810 7447 7819 0 0 3976 .11x2.3 4.0/ 4.6 » Valley Joist West Page 18 V2.1.7.2 Job #3V01225-BLU - By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T8 3 - 22LH1404/908 x 20' 8.750 Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 20.30 1- Ll-l/4x.l09 0.261 0.2472 0 0 7819 4030 4"030 5819 .11x1.2 3.3/ 3.3 U4 -L3 W5 49.77 31.44 1- L1-1/2X. 109 0.315 0.297z 0 0 9454 3579 5542 5641 .11x1.7 4 .3/ 4.8 Job #3V01226-BLU Valley Joist West Page 19 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T9C 3 - 22LH1363/885 x Parallel chord Longspan 21' 3.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 '. 0' 0.500 48.000 Uniform Live load 885 #/ft full length Uniform TSJI load 1363 #/ft full length Uniform Dead load 478 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT = 6 1/8" FOR FIRST 4 1/2" RE SEE TC COPE DETAIL RE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 Right TC axial load: 0.0 22.000 in Deep 19.996 in Effective Depth 15.000 in Clear Depth 957233 in-#Moment 48.000 in Interior Panel 5 Web Vees NtUp 0 . 0 0.0 251.000 926 Equk 5.4 6.4 Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 in Design length 3564 # Minimum Shear in4 Ix 900 in4 Minimum Ix L/1769 Live Defl L/1087 SJI Defl 1.000 in Chord gap 0.182 in Camber 26.750 in Left end 26.750 in Right end 15255 # SJI reaction 15255 # SJI reaction Kips Kips Top Chord: 2 -LL3-1/2X.344 A = 4 . 579 Y 1. 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1. 078 Ry = 1.849 Rz = 0.588 Center: L = 24.000 P = -47870 Pnz/n= -130680 M = 2722 No Fillers Tag end panl: L = 26.750 P = -31176 Pnx/n= -110715 M = 5785 No Filler First point: P = -31176 Pn/n = -123642 M = 8750 Chord shear: V = 10484 C = 40868 fv 4354 fe = 8924 f = 6234 Bearing seats : Tag End LLV4X3X3/8 Weld 2.79" Opposite End LLV4X3X3/8 Weld 2.79" Bot Chord: 2 -LL3-1/2X.344 A = 4.579 Y 1. 002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx 1. 078 Ry = 1.849 Rz = 0.688 Center: L = 48.000 P = 46120 Pn/n = 137380 Chord shear: V = 13552 T = 32114 fv 5628 ft = 7013 f = 5631 Job #3V01226-BLU Valley Joist West Page 2 0 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T9C 3 - 22LH1363/885 x Parallel chord Longspan 21' 3.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in UO -Ll W2 66 51 50.16 2-L2x2x.156 1.199 0 . 396z Ul -Ll VI 43 91 27.76 1-L1-1/2X.109 0.315 0 297z U2 -Ll W3 20 56 21.36 1-L2x2x.l76 0.673 0 3942 U2 -L3 W4 50 20 31.24 1-L1-3/4X.125 0.422 0 3472 U3 -L3 V2 0 00 20.00 1-L1-1/4X.109 0.261 0 2472 U4 -L3 W5 50 20 31.24 1-L1-3/4X.125 0.422 0 347z U4 -LS W6 SO 20 31.24 1-L1-1/4X.109 0 ,261 0 2472 US -LS V2 0 00 20.00 1-L1-1/4X.109 0.261 0 2472 Shear lbs 13552 0 0 7506 0 0 3564 0 Tensile Compressive Weld Available Force Allow Shear Force Allow Thick X Weld (in) lbs lbs lbs lbs lbs Length Top/Bottm 33994 35980 0 0 25553 .16x7.3 13.3/13.3 0 9454 4151 5761 6183 .11x1.8 4.0/ 4.4 0 20191 10484 11197 11928 .18x2.1 4.0/ 4.1 11726 12656 0 0 8419 .13x3.2 4.5/ 5.1 0 7819 3930 3930 5100 .11x1.2 3.3/ 3.3 0 12656 4685 7318 8419 .13x2.0 4.5/ 5.1 5567 7819 0 0 4008 .11x1.7 4.0/ 4.6 0 7819 3965 3965 5100 .11x1.2 3.3/ 3.3 Job #3V01225-BLU Valley Joist West Page 21 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 9204 0 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TIO 2 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI lOOOt AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0 . 0 0.0 end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 985963 in-#Moment 48.000 in Interior Panel 5 Web Vees NtUp 0.0 0.0 251.500 631 L/1167 1.000 26.875 15681 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk Wind 2Lod 3Lod 6.4 0.0 0.0 0.0 6.4 0.0 0.0 0.0 3670 # Minimum Shear 600 in4 Minimum Ix L/ 717 SJI Defl 0.183 in Camber 26.875 in Right end 15681 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -48560 Pnz/n= -90093 M = 2798 No Fillers Tag end panl: L = 26.875 P = -35614 Pnx/n= -74591 M = 5999 No Filler First point: P = -35614 Pn/n = -85780 M = 9084 Chord shear: V = 10761 C = 41485 fv 6383 fc = 12907 f = 9077 Bearing seats Tag End LLV4X3X3/8 Weld 3.52" Opposite End LLV4X3X3/8 Weld 3.52' Bot Chord: Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 13906 A = Iy= P = T = 2.875 Y 7.659 Rx 46791 Pn/n 32641 fv 0 . 842 0 . 930 85250 9270 Tensile Fy Ry ft 50000 1. 533 Q = 0.961 Rz = 0.592 11353 f = 10870 Coinpressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W"2 '68. 67 55.82 2-L2x2x.l76 1 . 346 0 3942 13906 38232 40381 0 0 27655 .18x7.3 11.9/11.9 Ul -Ll VI 51.06 32.30 1-L1-3/4X.125 0 .422 0 347z 0 0 12656 4250 6761 8246 .13x1.8 4.7/ S.3 U2 -Ll W3 4.93 20.38 1-L2x2x.176 0.673 0 394z 0 0 20191 10761 10801 12010 .18x2.1 4.0/ 4.0 U2 -L3 W4 49.77 31.44 1-L1-3/4X.125 0.422 0 3472 7696 11915 12656 0 0 8387 .13x3.2 4.5/ 5.1 Job #3V01226-BLU Valley Joist West Page 22 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) TIO 2 - 22LH1401/908 Parallel chord Longspan X 21' 3.500 Special Crimped angle Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 4009 4009 5033 .11x1.2 3.3/ 3.3 U4 -L3 WS 49.77 31.44 1-L1-3/4X 125 0.422 0 3472 0 0 12656 4798 7429 8387 .13x2.0 4.5/ 5.1 U4 -L5 W6 49.77 31.44 1-L1-1/4X 109 0.261 0 2472 3670 5683 7819 0 0 3976 .11x1.8 4.0/ 4.6 US -LS V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 4045 4045 5819 .11x1.2 3.3/ 3.3 Job #3V01226-BLU - Valley Joist West Page 23 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tll 2 - 22LH1401/908 x 19'10.500 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE SEE TC REINF & BRG SEAT DETAIL TE TSJI 0.0 0.0 end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 20.304 in Effective Depth 15.000 in Clear Depth 861139 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp Dead Live Equk 0.0 0.0 0.0 13.4 0.0 0.0 0.0 13.4 234.500 in Design length 631 in4 Ix L/1440 Live Defl 1.000 in Chord gap 34.625 in Left end 14689 # SJI reaction Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips 3422 # Minimum Shear 600 in4 Minimum Ix L/ 882 SJI Defl 0.159 in Camber 34.625 in Right end 14689 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 ly= 8.645 Rx 0.926 Ry = 1.540 Rz = 0.591 Center: L = 24.000 P = -41502 Pnz/n= -90093 M = 1867 No Fillers Tag end panl: L = 34.625 P = -34135 Pnx/n= -67501 M = 9776 No Filler First point: P = -34135 Pn/n = -86780 M = 15441 Chord shear: V = 8330 C = 41502 fv 4941 fc = 12944 f = 8142 Bearing seats : Tag End L2x2x. 250 Weld 3. 69" Weld 3.28" Bot Chord: Center Chord shear 2-L L3x3x.250 A = Ix= 2.488 Iy= : L = 48.000 P = : V = 12446 T = Location Web "U"0'""-L1 W2L" Ul -Ll VI ?8". 67"" 40.56 Length __ in _ "5""5":""82 26.72 Member L2x2x"."T56 Llxlx.109 2.875 Y 7.669 Rx 42412 Pn/n 35304 fv Area _in2_ l.i99 0.412 0.3962 0.1962 0 . 842 0 . 930 86250 8297 Tensile Fy Ry 50000 1 . 633 Q = 0.961 Rz = 0.592 Shear lbs 12446 0 Force __lbs_ 34219 0 ft = 12280 f = 10322 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs _A^!13il' Top/Bottm 3S980 " 0" 0 239"31 ". 16"x7.4" ll". 8/11.8 12367 5172 6807 8810 .11x2.1 7.0/ 7.0 Job #3V01226-BLU - Valley Joist West Page 24 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Tll 2 - 22LH1401/908 x Parallel chord Longspan 19'10.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm U2 -Ll W3L 40 35 26 64 1-L2x2x. 176 0. 673 0 3942 0 0 20191 8330 10930 11428 .18x2 .1 4 4/4.7 U2 -L3 W4 49 77 31 44 1-L1-1/4X .109 0.261 0 247z 4805 7440 7819 0 0 3976 .11x2 . 3 4 0/ 4.6 U3 -L3 V2 0 00 20 30 1-L1-1/4X .109 0.261 0 2472 0 0 7819 4010 4010 5033 .11x1 .2 3 3/ 3.3 U4 -L3 WS 49 77 31 44 1-L1-1/2X .109 0.315 0 2972 0 0 9454 3422 5299 5641 .11x1 .6 4 3/ 4.8 U4 -LS W5 49 77 31 44 1-L1-1/2X . 109 0.315 0 297z 0 0 9454 3422 5299 5641 .11x1 . 6 4 3/ 4.8 U5 -LS V2 0 00 20 30 1-L1-1/4X .109 0.261 0 247z 0 0 7819 4010 4010 5033 . 11x1 .2 3 3/ 3.3 U6 -L5 W4 49 77 31 44 1-L1-1/4X .109 0.261 0 2472 4805 7440 7819 0 0 3976 .11x2 .3 4 . 0/4.6 U6 -L7 W3R 40 35 26 64 1-L2x2x. 176 0. 673 0 3942 0 0 20191 8330 10930 11428 .18x2 . 1 4 3/ 4.7 U7 -L7 V3 40 56 26 72 1-L1-1/2X .125 0.359 0 296z 0 0 10781 5172 6807 7509 .13x1 .8 3 9/ 4.3 U8 -L7 W2R 68 67 SS 82 2-L2x2x. 156 1.199 0 . 396z 12446 34219 35980 0 0 23931 .16x7 . 4 11 9/11.9 Job #3V01226-BLU Valley Joist West Page 25 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T13C 2 - 22LH1332/886 x 19'10.000 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext Y BCX Holdback Pitch EP/#1L 54.000 ! 0' 0.500 54.000 Uniform Live load 886 #/ft full length Uniform TSJI load 1332 #/ft full length Uniform Dead load 446 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 3 1/2" SHORT BEARING TE MAX TC, BC & BRG SEAT = SEE TC COPE DETAIL RE end loads: Left TC axial load: Right TC axial load: 22.000 in Deep 19.995 in Effective Depth 15.000 in Clear Depth 818240 in-#Moment 48.000 in Interior Panel 4 Web Vees WELD SEAT FULL TE 1/8" FOR FIRST 4 1/2' RE NtUp 0.0 0.0 234.000 Dead Live 0.0 0.0 0.0 0.0 in Design length 925 in4 Ix L/2181 Live Defl 1.000 in Chord gap 34.500 in Left end 13987 # SJI reaction Equk 13.4 13.4 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 3247 # Minimum Shear 900 in4 Minimum Ix L/1366 SJI Defl 0.158 in Camber 34.500 in Right end 13987 # SJI reaction Top Chord: 2 -LL3-1/2X.344 A = 4 .579 Y 1.002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1. 078 Ry = 1.849 Rz = 0.588 Center: L = 24.000 P = -40247 Pnz/n= -130680 M = 1791 No Fillers Tag end panl: L = 34.500 P = -33130 Pnx/n= -102895 M = 9229 No Filler First point: P = -33130 Pn/n = -123642 M = 14572 Chord shear: V = 7948 C = 40247 fv 3301 fe = 8789 f = 5495 Bearing seats: Tag End LLV4X3X3/8 Weld 2.54' Opposite End LLV4X3X3/8 Weld 2.54' Bot Chord: Center Chord shear 2-LL3-1/2X.344 Ix= 5.323 : L = 48.000 : V = 11850 A = 4.579 Y Iy= 15.651 Rx P = 40919 Pn/n T = 34032 fv Length Location Web Slope in UO""""Li "~W"2" 6r797" ~55'"1T = 1.002 = 1.078 = 137380 4921 Tensile Area in2 L2.-i2"x,l"4 5 1.118 0.396"2 Shear Force lbs_ lbs "lie'SO "33015 Fy = 50000 Q = 1.000 Ry = 1.849 Rz = 0.688 ft = 7432 f = 6155 Compressive Weld Allow lbs "335"3"9 Shear lbs 0" Force Allow Thick x lbs lbs Length 0 21869 .14x7.7 Job #3V01226-BLU Valley Joist West Page 2 6 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T13C 2 - 22LH1332/885 x 19'10.000 Special Crimped angle Parallel chord Longspan Compressive Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope 41.19 in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm Ul -Ll VI Slope 41.19 26.57 1-L1-1/2X.12S 0.359 0 2962 0 0 10781 4954 6583 7536 .13x1.8 3.9/ 4.3 U2 -Ll W3 40.37 26.25 1-L2x2x.l76 0. 673 0 394z 0 0 20191 7948 10432 11468 .18x2.0 4.3/ 4.7 U2 -L3 W4 50.20 31.24 1-L1-1/4X.109 0.261 0 247z 4599 7184 7819 0 0 4008 .11x2.2 4.0/ 4.6 U3 -L3 V2 0.00 20.00 1-L1-1/4X.109 0.261 0 247z 0 0 7819 3865 3365 5100 .11x1.2 3.3/ 3.3 U4 -L3 W5 50.20 31.24 1-L1-1/2X.109 0.315 0 2972 0 0 9454 3247 5072 5670 .11x1.6 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 27 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T15 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle End Length Tag 6.000 Opp 5.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/4" SHORT BEARING RE - WELD SEAT FULL RE TSJI 0.0 0.0 end loads: Left TC axial load: Right TC axial load: 22.000 in Deep in Effective Depth in Clear Depth in-#Moment in Interior Panel Web Vees 20.304 16.000 985963 48 . 000 5 NtUp 0.0 0.0 251.500 631 L/1167 1.000 26.875 15681 Dead Live Equk 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 10. 10. Wind 0 . 0 0.0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 3570 # Minimum Shear 600 in4 Minimum Ix L/ 717 SJI Defl 0.183 in Camber 26.875 in Right end 15681 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0. 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.545 Rx 0 . 926 Ry = 1.540 Rz = 0.591 Center: L = 24.000 P = -48560 Pnz/n= -90093 M = 2798 No Fillers Tag end panl: L = 25.875 P = -32151 Pnx/n= -74591 M = 5999 No Filler First point: P = -32151 Pn/n = -86780 M = 9084 Chord shear: V = 10761 C = 41485 fv 6383 fc = 12907 f = 9077 Bearing seats : Tag End LLV4X3X3/8 Weld 3.52" Opposite End LLV4X3X3/8 Weld 3.52" Bot Chord: Center Chord shear 2-L L3x3x.250 A = Ix= 2.488 Iy= : L = 48.000 P = : V = 13930 T = Location UO -Ll Ul -Ll U2 -Ll Web Slope W2L 66.18 VI 43.29 W3 20.89 Length in 50.28 27.89 21 , 73 Member 2.875 Y 7.569 Rx 45791 Pn/n 32541 fv L2x2x.156 L1-1/2X.109 L2x2x.176 Area in2 1.199 0.315 0.673 in 0.3962 0.2972 0.3942 0.842 0. 930 86250 9286 Tensile Fy Ry ft 50000 1.533 Q = 0.961 Rz = 0.592 Shear lbs 13930 0 0 Force lbs 34496 0 0 11353 f = 10884 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs Length Top/Bottm 0 0 25518 .16x7.4 10.9/10.9 4255 5845 6163 .11x1.8 4.0/ 4.4 10761 11518 11895 .18x2.2 4.0/ 4.1 3S930 9454 20191 Job #3V01226-BLU - Customer Valley Joist West Page 28 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T15 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U2 -L3 W4 4 9.77 3T744" 1-L1-3/4X 125 0.422 0 3472 7696 11915 12656 0 0 8387 U3 -L3 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 4009 4009 5033 U4 -L3 W5 49.77 31.44 1-L1-3/4X 125 0.422 0 347z 0 0 12656 4798 7429 8387 U4 -L5 W6 49.77 31.44 1-L1-1/4X 109 0.261 0 247z 3670 5683 7819 0 0 3976 US -L5 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 247z 0 0 7819 4045 4045 5819 Weld Thick X Length .13x3.2 .11x1.2 .13x2.0 .11x1.8 .11x1.2 Available Weld (in) Top/Bottm 4.5/ 5.1 3.3/ 3.3 4.5/ S.l 4.0/ 4.6 3.3/ 3.3 Job #3V01226-BLU Valley Joist West Page 2 9 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ^T16C 1 - 22LH1363/885 x 21' Parallel chord Longspan 3.000 Special Crimped angle End Length Tag 5.000 Opp 6.0 00 Depth Slope Holes Top Chord Ext 5. 000 5. 000 BCX Holdback Pitch EP/#1L 48.000 : 0' 0.500 48.000 Uniform Live load 885 #/ft full length Uniform TSJI load 1353 #/ft full length Uniform Dead load 478 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT = 6 1/8" FOR FIRST 4 1/2" RE SEE TC COPE DETAIL RE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 0.0 Right TC axial load: 0.0 0.0 22.000 in Deep 251.000 19.996 in Effective Depth 926 15.000 in Clear Depth L/1769 957233 in-#Moment 1.000 48.000 in Interior Panel 26.750 5 Web Vees 15255 Equk Wind 2Lod 3Lod 0.0 0.0 10.2 0.0 0.0 10.2 in Design length 3564 in4 Ix 900 Live Defl L/1087 in Chord gap 0.182 in Left end 25.750 # SJI reaction 15255 0.0 0.0 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2 -LL3-l/2x.344 A = 4.579 Y 1. 002 Fy = 50000 Q = 1.000 Bridg < 314" Ix= 5.323 Iy= 15.651 Rx 1.078 Ry = 1.849 Rz = 0.688 Center: L = 24.000 P = -47870 Pnz/n= -130680 M = 2722 No Fillers Tag end panl: L = 26.750 P = -31826 Pnx/n= -110715 M = 5785 No Filler First point: P = -31826 Pn/n = -123642 M = 8750 Chord shear: V = 10484 C = 40868 fv 4354 fc = 8924 f = 6234 Bearing seats: Tag End LLV4X3X3/8 Opposite End LLV4X3X3/8 Weld 2.79" Weld 2.79" Bot Chord: 2-LL3-l/2x.344 Ix= 5.323 Center: L = 48.000 Chord shear: V = 13552 1 . 000 0. 688 A = 4.579 Y = 1.002 Fy = 50000 Q Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz P = 46120 Pn/n = 137380 T = 32114 fv = 5628 ft = 7013 f = 6631 Job #3V01226-BLU Valley Joist West Page 30 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T16C 1 - 22LH1363/885 x Parallel chord Longspan 21' 3.000 Special Crimped angle Compressive Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 66.51 50.16 2-L2x2x. 156 1.199 0 .3962 13552 33994 35980 0 0 2SSS3 .16x7.3 13.3/13.3 Ul -Ll VI 43.91 27.76 1-L1-1/2X .109 0.31S 0 297z 0 0 9454 4153 5765 6183 .11x1.8 4.0/ 4.4 U2 -Ll W3 20.56 21.36 1-L2x2x. 176 0.673 0 3942 0 0 20191 10484 11197 11928 .18x2.1 4.0/ 4.1 U2 -L3 W4 50.20 31.24 1-L1-3/4X .125 0.422 0 3472 7506 11726 12656 0 0 8419 .13x3.2 4.5/ 5.1 U3 -L3 V2 0.00 20.00 1-L1-1/4X . 109 0.261 0 2472 0 0 7319 3930 3930 SlOO .11x1.2 3.3/ 3.3 U4 -L3 W5 50.20 31.24 1-L1-3/4X . 125 0.422 0 3472 0 0 12656 4685 7318 8419 .13x2.0 4.5/ 5.1 U4 -LS W6 50.20 31.24 1-L1-1/4X .109 0.261 0 2472 3564 5567 7819 0 0 4008 .11x1.7 4.0/ 4.6 US -L5 V2 0.00 20.00 1-L1-1/4X .109 0.261 0 2472 0 0 7819 3965 396S 5100 .11x1.2 3.3/ 3.3 Job #3V01226-BLU Valley Joist West Page 31 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T17 1 - 22LH1401/908 x 20' 8.750 Special Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 6.0 00 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE TSJI 0.0 0 . 0 end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 935391 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 Dead Live Equk 0.0 0.0 10.2 0.0 0.0 10.2 244.750 in Design length 631 in4 Ix L/1267 Live Defl 1.000 in Chord gap 37.188 in Left end 15287 # SJI reaction Wind 0.0 0 . 0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 3572 # Minimum Shear 600 in4 Minimum Ix L/ 777 SJI Defl 0.173 in Camber 37.188 in Right end 15287 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0 . 854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.755 Iy= 8.645 Rx 0 . 925 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -44297 Pnz/n= -90093 M = 3061 No Fillers Tag end panl: L = 37.188 P = -33426 Pnx/n= -64948 M = 11245 No Filler First point: P = -33426 Pn/n = -86780 M = 17873 Chord shear: V = 8471 C = 44297 fv 5024 fe = 13782 f = 8528 Bearing seats : Tag End LLV4X3X3/8 Weld 3. 42" Opposite End LLV4X3X3/8 Weld 3.42" Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 12904 UO -Ll Ul -Ll U2 -Ll Web "W2L VI W3 Slope 68.67 36.11 47 . 78 Length in 55.82 25.13 30.21 A = Iy= P = T = 2- 1- 2- 2.875 Y 7.669 Rx 46069 Pn/n 38982 fv Member L2x2x.156 L1-1/2X.125 L1-1/2X.109 Area in2 1.199 0.359 0.630 0.3962 0.2962 0.297Z 0 . 842 0 . 930 86250 8603 Tensile Fy = Ry = ft = 50000 1.633 Shear lbs 12904 0 0 Force lbs 35478 0 0 Q = 0.961 Rz = 0.592 Allow lbs 35980 10781 18907 13559 f = 10953 Compressive Weld Available Shear Force Allow Thick x Weld (in) lbs lbs lbs Length Top/Bottm 0 0 23931 .16x7.7 11.8/11.8 5477 6779 7793 .13x1.8 3.7/ 4.1 8471 12606 14421 .11x3.9 7.7/ 7.7 Job #3V01226-BLU Valley Joist West Page 32 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T17 1 - 22LH1401/908 x Parallel chord Longspan 20' 8.750 Special Crimped angle Location U2" -L3 U3 -L3 U4 -L3 Web W4 V2 WS Slope 49.77 0.00 49.77 Length in 31.44 20.30 31.44 1- 1- 1- Member L1-1/4X.109 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 0.2472 0.2472 0.2972 Shear lbs 4801 0 0 Force lbs 7433 0 0 Allow lbs 7819 7319 9454 Compressive Weld Available Shear Force Allow Thick x Weld (in) lbs lbs lbs Length Top/Bottm 0 0 3976 .11x2.3 4.0/ 4.6 4023 4023 5819 .11x1.2 3.3/ 3.3 3572 5530 5641 .11x1.7 4.3/ 4.8 Job #3V01226-BLU Valley Joist West Page 33 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T18 22LH1401/908 x 20' 5.250 Crimped angle Parallel chord Longspan End Length Tag 5.000 Opp 5.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/»1L 54.000 54.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 916998 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 Dead 0 . 0 0.0 Live 0.0 0.0 242.250 in Design length 631 in4 Ix L/1306 Live Defl 1.000 in Chord gap 36.553 in Left end 15141 # SJI reaction Equk 10.2 10.2 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 3535 # Minimum Shear 600 in4 Minimum Ix L/ 801 SJI Defl 0.170 in Camber 36.553 in Right end 15141 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0.926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -43390 Pnz/n= -90093 M = 3043 No Fillers Tag end panl: L = 35.563 P = -33186 Pnx/n= -65578 M = 10877 No Filler First point: P = -33185 Pn/n = -86780 M = 17265 Chord shear: V = 8436 C = 43390 fv 5004 fc = 13500 f = 8402 Bearing seats : Tag End LLV4X3X3/8 Weld 3.39" Weld 3.39' Bot Chord: Center: Chord shear: 2-L L3x3x.250 A = Ix= 2.488 Iy= L = 48.000 P = V = 12792 T = Location UO ^1 Ul -Ll U2 -Ll U2 -L3 Web W2L VI W3 W4 Slope 63.67 37 .25 46. 14 4 9.77 Length m Member 55. 82 25.51 29. 30 31.44 2- 1- 1- 1- 2.875 Y 7.669 Rx 45163 Pn/n 38071 fv L2x2x.156 L1-1/2X.125 L2x2x.187 L1-1/4X.109 Area "1.199 0.359 0.713 0.261 0 . 842 0 . 930 86250 8528 Tensile Fy = Ry = ft = 50000 1. 633 Q Rz 0 . 961 0.592 in _ 0.3962 0.296Z 0.3942 0.2472 Shear lbs Force lbs 12792 35171 0 0 0 0 4802 7435 13242 f = 10797 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs Length Top/Bottm 0 "0 2393"r ".16x7.6 11.8/11.8" S401 6785 7727 .13x1.8 3.8/ 4.1 8436 1217S 12427 .19x2.2 4.6/ 5.0 0 0 3976 .11x2.3 4.0/ 4.6 35980 10781 21391 7819 Valley Joist West Page 34 V2.1.7.2 Job #3V01225-BLU - By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T18 1 - 22LH1401/908 x 20' 6.250 Crimped angle Parallel chord Longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 20.30 1- Ll-l/4x.l09 0.261 0.247z 0 0 7819 4019 4019 5033 .11x1.2 3.3/ 3.3 U4 -13 W5 49.77 31.44 1- L1-1/2X.109 0.315 0.2972 0 0 9454 3535 5474 5641 .11x1.7 4.3/ 4.8 Job #3V01225-BLU - Valley Joist West Page 35 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T19 2 - 22LH1404/910 x 20'11.500 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 54.000 54.000 Uniform Live load 910 #/ft full length Uniform TSJI load 1404 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/2" SHORT BEARING TE - WELD SEAT FULL TE end loads Left TC axial load Right TC axial load TSJI 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 957748 in-#Moment 48.000 in Interior Panel 4 Web Vees NtUp 0.0 0.0 247.500 531 L/1222 1. 000 37.875 15479 Dead Live Equk Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 6.4 0.0 0.0 0.0 6.4 0.0 0.0 0.0 3520 # Minimum Shear 600 in4 Minimum Ix L/ 751 SJI Defl 0.177 in Camber 37.875 in Right end 15479 # SJI reaction 0.000 in Opp TCX Defl Kips Kips Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 27 9" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -45396 Pnz/n= -90093 M = 1404 No Fillers Tag end panl: L = 37.875 P = -33430 Pnx/n= -64249 M = 11583 No Filler First point: P = -33430 Pn/n = -86780 M = 18593 Chord shear: V = 8526 C = 45396 fv 5057 fc = 14124 f = 8685 Bearing seats : Tag End LLV4X3X3/8 Weld 3.47" Opposite End Weld 3.47' Bot Chord: 2 Center: Chord shear: -L L3x3x.250 Ix= 2.488 L = 48.000 V = 13053 Location "UO -Ll Ul -Ll U2 -Ll Web W2L VI W3 Slope 68 . 67 34 .83 49.47 Length in 55.82 24 .73 31 .25 A = Iy= P = T = 2- 1- 2- 2.875 Y 7.669 Rx 47170 Pn/n 40074 fv Member L2x2x.156 L1-1/2X.125 L1-1/2X.109 Area in2 1.199 0.359 0.630 0.3962 0.2962 0.2972 0.842 0. 930 86250 8702 Tensile Fy Ry ft 50000 1.533 Shear lbs 13053 0 0 Force lbs 35888"" 0 0 Q Rz 0 . 961 0.592 Allow lbs 35980 10781 18907 13939 f Compressive 11149 Shear lbs 0 5569 8526 Force lbs Allow _ lbs 0 23931 6784 7863 13120 14251 Weld Available Thick X Weld (in) Length Top/Bottm .16x7.7 11.8/11.8 .13x1.3 3.7/ 4.0 ,11x4.1 7.9/7.9 Job #3V01226-BLU Customer Valley Joist West Page 36 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 9204 0 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T19 2 - 22LH1404/910 x Parallel chord Longspan 20'11.500 Special Crimped angle Location U3 -L3 U4 -L3 Web " W4 V2 W5 Length Slope in 49.77 31.44 0.00 20.30 49.77 31.44 Member L1-1/4X.T09 L1-1/4X.109 L1-1/2X.109 Area in2 0.261 0.261 0.315 in 0.2472 0.2472 0.2972 Shear lbs 4809 0 0 Force lbs 7446 0 0 Allow lbs 7819 7819 9454 Compressive Shear Force lbs lbs 0 0 4035 4035 3620 5604 Allow lbs 3976 5319 5641 Weld Available Thick X Weld (in) Length Top/Bottm .11x2.3 4.0/ 4.6 .11x1.2 3.3/ 3.3 .11x1.7 4.3/ 4.8 Job #3V01226-BLU - Valley Joist West Page 37 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20 2 - 28LH1351/857 x 28'10.250 Special Crimped angle Parallel chord Longspan End Length Depth Tag 5.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 857 #/ft full length Uniform TSJI load 1351 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1733994 in-#Moment 56.000 in Interior Panel 6 Web Vees NtUp Dead Live 0.0 0.0 0.0 0.0 0.0 0.0 342.250 in Design length 1172 in4 Ix L/ 912 Live Defl 1.000 in Chord gap 29.563 in Left end 20266 # SJI reaction Equk 5.4 6.4 4816 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips Minimum Shear 1150 in4 Minimum Ix L/ 555 SJI Defl 0.339 in Camber 29.563 in Right end 20255 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0. 922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -64212 Pnz/n= -97327 M = 3677 No Fillers Tag end panl: L = 29.563 P = -32323 Pnx/n= -79959 M = 7048 No Filler First point: P = -32323 Pn/n = -96122 M = 10502 Chord shear: V = 15101 C = 50081 fv 8041 fc = 14067 f = 10683 Bearing seats : Tag End LLV4X3X3/8 Weld 4 .15" Opposite End LLV4X3X3/8 Weld 4.15' Bot Chord: 2-L L3x3x.281 A = Ix= 2.75 6 Iy= Center: L = 55.000 P = Chord shear: V = 18457 T = Member Length Location Web Slope in UO "Ll W2 "60.2"6 52. 98 Ul -Ll VI 32 .02 31.00 U2 -L] W3 26.54 29.38 U2 -L3 W4 46.81 38.40 2- 1- 2- 1- 3.214 Y 8.545 Rx 55979 Pn/n 37716 fv Area F in2 L2x2x.l6"3' L1-1/2X.109 L1-1/2X.125 L2x2x.l56 1.251 0.315 0.719 0 . 600 0.3952 0.2972 0.2962 0.3962 0.854 0. 926 96422 10953 Tensile Fy Ry ft 50000 1.540 11735 Shear lbs_ 184"67 0 0 11779 Force lbs "37227 0 0 17211 Q Rz 1. 000 0.591 = 12425 Allow lbs 37526 9454 21563 17990 Shear lbs "0 4465 15101 0 Compressive Force lbs 0 5267 16879 0 Allow lbs 26131 5706 17429 11705 Weld Thick X Length .16x7.7 .11x1.6 .13x4.5 .16x3.7 Available Weld (in) Top/Bottm 9.2/ 9.2 3.7/ 3.9 6.6/ 6.6 4.7/ S.l Job #3V01226--BLU Valley Joist West Page 38 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T20 2 - 28LH1351/857 x Parallel chord Longspan 28'10.250 Special Crimped angle Tensile Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U3 -L3 V2 0.00 26.28 1-L1-1/4X.109 0.261 0 2472 0 0 7819 4403 4403 4840 U4 -L3 WS 46.81 38.40 1-L2x2x.l76 0. 673 0 394z 0 0 20191 8544 1248S 13510 U4 -L5 W6 46.81 38.40 1-L1-1/4X.109 0.261 0 247z 5310 7759 7819 0 0 2876 US -LS V2 0.00 26.28 1-L1-1/4X.109 0.261 0 247z 0 0 7819 4473 4473 4840 U6 -LS W7 46.81 38.40 1-L1-3/4X.125 0.422 0 3472 0 0 12656 4816 7038 7224 Weld Thick X Length . 11x1.7 .18x2.4 .11x2.4 .11x1.4 .13x1.9 Available Weld (in) Top/Bottm 3.3/ 3.3 4.7/ 5.1 3.9/ 4.4 3.3/ 3.3 4.4/ 4.9 Job #3V01225-BLU Valley Joist West Page 3 9 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20A 2 - 28LH1351/857 x 28'10.250 Special Parallel chord Longspan Crimped angle End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 857 #/ft full length Uniform TSJI load 1351 #/ft full length Uniform Dead load 494 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI end loads: Left TC axial load: 0. Right TC axial load: 0. 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1733994 in-#Moment 55.000 in Interior Panel 6 Web Vees NtUp Dead Live 0.0 0.0 0.0 0.0 0.0 0.0 342.250 in Design length 1172 in4 Ix L/ 912 Live Defl 1.000 in Chord gap 29.563 in Left end 20266 # SJI reaction Equk Wind 2Lod 3Lod 5.4 0.0 0.0 0.0 Kips 5.4 0.0 0.0 0.0 Kips 4815 # Minimum Shear 1150 in4 Minimum Ix L/ 555 SJI Defl 0.339 in Camber 29.553 in Right end 20266 # SJI reaction 0.000 in Opp TCX Defl Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0 . 922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -64212 Pnz/n= -97327 M = 3677 No Fillers Tag end panl: L = 29.563 P = -32323 Pnx/n= -79959 M = 7048 No Filler First point: P = -32323 Pn/n = -96122 M = 10502 Chord shear: V = 15101 C = 50081 fv 8041 fc = 14067 f = 10583 Bearing seats : Tag End LLV4X3X3/8 Weld 4.15" Opposite End LLV4X3X3/8 Weld 4.15' Bot Chord: Center Chord shear 2-L L3x3x.281 A = Ix= 2.756 Iy= L = 56.000 P = V = 18467 T = Length Location Web Slope UO -Ll W2 60.26 Ul -Ll VI 32.02 U2 -Ll W3 26. 54 U2 -L3 W4 46.81 52.98 31.00 29.38 38 .40 2- 1- 2- 1- 3.214 Y 8.645 Rx 65979 Pn/n = 37716 fv Member L"2x2x. 163 L1-1/2X.109 L1-1/2X.125 L2x2x.l56 Area in2 1.251 0.315 0.719 0.600 0.3952 0.2972 0.2962 0.3962 0 . 854 0. 926 96422 10953 Tensile Shear lbs 18467 0 0 11779 Force lbs 37227 0 0 17211 Fy = 50000 Q = 1 . 000 Ry = 1. 640 Rz = 0 . 591 ft = 11735 f = 12426 Compressive Weld Available Allow lbs Shear lbs Force Allow Thick x lbs lbs Length Weld (in) Top/Bottm 37526 9454 21563 17990 0 4465 15101 0 0 5267 16879 0 26131 5706 17429 11705 16x7.7 11x1.6 13x4.5 16x3 . 7 9.2/ 9.2 3.7/ 3.9 6.6/ 6.6 4.7/ 5.1 Job #3V01225-BLU Valley Joist West Page 4 0 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T20A 2 - 28LH1351/857 x Parallel chord Longspan Length 28'10.250 Special Crimped angle Tensile Force Allow Shear Compressive Weld Thick X Available Weld (in) Loc^ation Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 26 23 1-L1-1/4X.109 0 .261 0 'TAlz 0 0 7819 4403 4403 4340 .11x1.4 3.3/ 3.3 U4 •-L3 WS 46. 81 38 40 1-L2x2x.l76 0 . 673 0 3942 0 0 20191 8544 12485 13510 .18x2.4 4.7/ 5.1 U4 -LS W6 46.81 38 40 1-L1-1/4X.109 0 .261 0 247z 5310 7759 7819 0 0 2876 .11x2.4 3.9/ 4.4 US -L5 V2 0.00 26 28 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4473 4473 4840 .11x1.4 3.3/ 3.3 U6 -LS W7 46.81 38 40 1-L1-3/4X.12S 0 .422 0 347z 0 0 12656 4816 7038 7224 .13x1.9 4.4/ 4.9 Job #3V01226-BLU Valley Joist West Page 41 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) *T21C 4 - 28LH1331/846 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 5 Opp 6 000 000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5.000 0' 0.500 0' 0.500 48.000 48.000 TSJI 0.0 0.0 NtUp 0.0 0.0 Dead Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT = 6 1/8" FOR FIRST 4 1/2 SEE TC COPE DETAIL BE end loads Left TC axial load Right TC axial load 28.000 in Deep 25.849 in Effective Depth 20.500 in Clear Depth 1673260 in-#Moment 56.000 in Interior Panel 6 Web Vees BE Live Equk Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 338.500 in Design length 1791 in4 Ix L/1459 Live Defl 1.000 in Chord gap 28.625 in Left end 19773 # SJI reaction 6.4 0.0 0.0 0.0 Kips 6.4 0.0 0.0 0.0 Kips 4 593 # Minimum Shear 1725 in4 Minimum Ix L/ 889 SJI Defl 0.332 in Camber 28.625 in Right end 19773 # SJI reaction Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 349" Ix= 8.717 Iy= 24.057 Rx 1.235 Ry = 2.051 Rz = 0.788 Center: L = 28.000 P = -62951 Pnz/n= -162872 M = 3521 No Fillers Tag end panl: L = 28.625 P = -32120 Pnx/n= -140190 M = 6538 No Filler First point: P = -32120 Pn/n = -154406 M = 9645 Chord shear: V = 14841 C = 48788 fv 4947 fc = 8531 f = 6532 Bearing seats : Tag End LLV4X3X3/8 Weld 3.37" Opposite End LLV4X3X3/8 Weld 3 . 37" Bot Chord: 2 -LL3-1/2X.375 A = 4.969 Y 1.013 Fy 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx 1 . 074 Ry 1. 855 Rz = 0.687 Center: L = 56.000 P = 64733 Pn/n = 149063 Chord shear: V = 18049 T = 36386 fv 6876 ft = 7323 f = 7790 Job #3V01226-BLU Valley Joist West Page 42 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12 578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ''T21C 4 - 28LH1331/846 x 28' Parallel chord Longspan 6.500 Special Crimped angle Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 60 67 52.77 2-L2x2x.l63 1.2S1 0 3952 18049 36844 37526 0 0 26197 .16x7.6 13.1/11.0 Ul -Ll VI 33 91 31.15 1-L1-1/2X.109 0.315 0 2972 0 0 9454 4308 5191 5684 .11x1.6 3.7/ 4.0 U2 -Ll W3 23 52 28.19 2-L1-1/2X.125 0.719 0 296z 0 0 21563 14841 16186 17669 .13x4.4 8.5/ 7.5 U2 -L3 W4 47 29 38.11 1-L2x2x.156 0.600 0 3962 11618 17128 17990 0 0 11770 .16x3.7 4.7/ S.l U3 -L3 V2 0 00 25.85 1-L1-1/4X.109 0.261 0 2472 0 0 7819 4350 4350 4913 .11x1.3 3.3/ 3.3 U4 -L3 WS 47 29 38.11 1-L2x2x.163 0.625 0 3952 0 0 13763 8430 12427 12412 .16x2.6 4.7/ S.l U4 -L5 W6 47 29 38.11 1-L1-1/4X.109 0.261 0 247z 5241 1121 7819 0 0 2921 .11x2.4 3.9/ 4.4 US -LS V2 0 00 25.85 1-L1-1/4X.109 0.261 0 2472 0 0 7819 4420 4420 4913 .11x1.4 3.3/ 3.3 U6 -L5 W7 47 29 38.11 1-L1-3/4X.125 0.422 0 347z 0 0 12656 4693 6919 7274 .13x1.9 4.4/ 4.9 Job #3V01225-BLU - Customer: Valley Joist West Page 43 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T22 8 - 28LH1311/834 x Parallel chord Longspan 28' 7.500 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 834 #/ft full length Uniform TSJI load 1311 #/ft full length Uniform Dead load 477 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 end loads: Left TC axial load: Right TC axial load: 28.000 in Deep in Effective Depth in Clear Depth in-#Moment in Interior Panel Web Vees 26.281 22.000 1658898 56.000 6 NtUp 0.0" 0.0 339.500 1172 L/ 960 1.000 28 . 875 19545 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 2Lod 3Lod Equk Wind ~6TT "oTo ~oTo T. 6.4 0.0 0.0 0. 4636 # Minimum Shear 1150 in4 Minimum Ix L/ 586 SJI Defl 0.334 in Camber 28.875 in Right end 19545 # SJI reaction Kips Kips Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.559 Rx 0. 922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -61404 Pnz/n= -97327 M = 3567 No Fillers Tag end panl: L = 28.875 P = -31212 Pnx/n= -80638 M = 6545 No Filler First point: P = -31212 Pn/n = -96122 M = 9682 Chord shear: V = 14643 C = 47665 fv 7797 fc = 13389 f = 10277 Bearing seats : Tag End LLV4X3X3/8 Weld 3.99" Opposite End Weld 3 . 99' Bot Chord: 2 -L L3x3x .281 A = 3.214 Y Ix= 2 .756 Iy= 8.545 Rx Center: L = 56 000 P = 63121 Pn/n Chord shear: V = 17832 T = 35643 fv Location Web Slope Length in Member Area in2 R in UO -Ll Ul -Ll U2 -Ll U2 -L3 W2 60 VI 33 W3 24 W4 46. 26 09 09 81 52.98 31.37 28,79 33.40 2- L2x2x.l56 1- L1-1/2X.109 2- L1-1/2X.125 1- L2x2x.l45 1.199 0.315 0.719 0.559 0.3962 0.2972 0.2962 0.3962 0.854 0.925 96422 10577 Tensile Fy Ry 50000 1. 640 ft = 11090 Shear lbs 17832 0 0 114S4 Force lbs_ 35947 0 0 16736 Q Rz 1. 000 0.591 f = 11942 Allow lbs "35980 9454 21563 16769 Shear lbs 0 423S 14643 0 Compressive Force lbs 0 5115 16040 0 Allow lbs 24754 5651 17549 10691 Weld Thick X Length .16x7.8 .11x1.6 .13x4.3 .14x3.9 Available Weld (in) Top/Bottm '9.2/ 9.2 3.7/ 4.0 6.5/ 6.5 4.7/ 5.1 Job #3V01226-BLU Valley Joist West Page 44 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T22 8 - 28LH1311/834 x Parallel chord Longspan 28' 7.500 Special Crimped angle Compressive Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U3 -L3 V2 0.00 26.28 1-L1-1/4X .109 0.261 0 2472 0 0 7819 4297 4297 4840 .11x1.3 3.3/ 3.3 U4 -L3 W5 46.81 38.40 1-L2x2x. 163 0.625 0 395z 0 0 18763 3312 12146 12342 .16x2.5 4.7/ 5.1 U4 -LS W6 46.81 38.40 1-L1-1/4X .109 0.261 0 247z 5171 75S6 7819 0 0 2876 .11x2.3 3.9/ 4.4 US -L5 V2 0.00 26.28 1-L1-1/4X .109 0.261 0 247z 0 0 7819 4366 4366 4840 .11x1.3 3.3/ 3.3 U6 -LS W7 46.81 38.40 1-L1-3/4X .125 0.422 0 347z 0 0 12656 4636 6775 7224 .13x1.8 4.4/ 4.9 Job #3V01225-BLU Valley Joist West Page 45 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) "1230 4 - 28LH1321/840 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length fag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5.000 0' 0' 0.500 0.500 48.000 .000 Uniform Live load 840 #/ft full length Uniform TSJI load 1321 #/ft full length Uniform Dead load 481 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 MAX TC, BC & BRG SEAT SEE TC COPE DETAIL BE end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.849 in Effective Depth 20.500 in Clear Depth 1661325 in-#Moment 55.000 in Interior Panel 6 Web Vees 6 1/8" FOR FIRST 4 1/2" BE NtUp 0.0 0.0 Dead Live Equk Wind 2Lod 0.0 0.0 0.0 0.0 338.500 in Design length 1791 in4 Ix L/1469 Live Defl 1.000 in Chord gap 28.625 in Left end 19632 # SJI reaction 6.4 6.4 0.0 0.0 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 4658 # Minimum Shear 1725 in4 Minimum Ix L/ 896 SJI Defl 0.332 in Camber 28.625 in Right end 19532 # SJI reaction Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 349" Ix= 8.717 Iy= 24.057 Rx 1.235 Ry = 2.051 Rz = 0.788 Center: L = 28.000 P = -62512 Pnz/n= -152872 M = 3606 No Fillers Tag end panl: L = 28.625 P = -31890 Pnx/n= -140190 M = 5489 No Filler First point: P = -31890 Pn/n = -154406 M = 9572 Chord shear: V = 14736 C = 48440 fv 4912 fc = 8470 f = 6486 Bearing seats : Tag End LLV4X3X3/8 Weld 3.35" Opposite End LLV4X3X3/8 Weld 3.35" Bot Chord: 2 -LL3-1/2X.375 A = 4.959 Y 1.013 Fy = 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx 1. 074 Ry = 1.855 Rz = 0.687 Center: L = 56.000 P = 64271 Pn/n = 149063 Chord shear: V = 17920 T = 36127 fv 5827 ft = 7271 f = 7734 Job #3V01225-BLU Valley Joist West Page 4 6 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ^T23C 4 - 28LH1321/840 x Parallel chord Longspan 28' 6.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 67 52.77 2-L2x2x. 163 1 .251 0 .39Sz 17920 36580 37526 0 0 26197 .16x7.6 13.1/11.0 Ul -Ll VI 33 91 31.15 1-L1-1/2X .109 0 .315 0 297z 0 0 9454 4233 5161 5684 .11x1.6 3.7/ 4.0 U2 -Ll W3 23 52 28.19 2-L1-1/2X .125 0 .719 0 2962 0 0 21563 14736 16071 17669 .13x4.3 8.5/ 7.5 U2 -L3 W4 47 29 38. 11 1-L2x2x. 156 0 .600 0 3962 11536 17007 17990 0 0 11770 .16x3.7 4.7/ 5.1 U3 -L3 V2 0 00 25.85 1-L1-1/4X .109 0 .261 0 247z 0 0 7819 4325 4325 4913 .11x1.3 3.3/ 3.3 U4 -L3 W5 47 29 38.11 1-L2x2x. 163 0 .625 0 3952 0 0 13763 3371 12341 12412 .16x2.5 4.7/ 5.1 U4 -L5 W6 47 29 38.11 1-L1-1/4X .109 0 .261 0 247z 5206 7675 7819 0 0 2921 .11x2.4 3.9/ 4.4 US -LS V2 0 00 25.85 1-L1-1/4X .109 0 .261 0 2472 0 0 7819 4395 4395 4913 .11x1.4 3.3/ 3.3 U6 -L5 W7 47 29 38. 11 1-L1-3/4X . 125 0 .422 0 3472 0 0 12656 4658 6867 7274 .13x1.8 4.4/ 4.9 Job #3V01226-BLU - Customer: Valley Joist West Page 47 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 INC . MINSHEW BROS STEEL CONST 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T24 8 - 28LH1331/846 x Parallel chord Longspan 28' 7.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48 . 000 Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1682910 in-#Moment 56.000 in Interior Panel 6 Web Vees NtUp 0.0 0.0 339.500 1172 L/ 947 1. 000 28.875 19828 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 6.4 6.4 4707 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips Minimum Shear 1150 in4 Minimum Ix L/ 577 SJI Defl 0.334 in Camber 28.875 in Right end 19828 # SJI reaction Top Chord: 2 -L L3x3x.313 A = 3.560 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9. 559 Rx 0 . 922 Ry = 1.547 Rz = 0.589 Center: L = 28.000 P = -62293 Pnz/n= -97327 M = 3622 No Fillers Tag end panl: L = 28.875 P = -31665 Pnx/n= -80638 M = 5645 No Filler First point: P = -31565 Pn/n = -95122 M = 9830 Chord shear: V = 14854 C = 48355 fv 7909 fc = 13583 f = 10425 Bearing seats: Tag End LLV4X3X3/8 Weld 4.05" Opposite End LLV4X3X3/8 Weld 4.05" Bot Chord: 2-L L3x3x.281 A = Ix= 2.756 Iy= Center: L = 56.000 P = Chord shear: V = 18091 T = Location Web Slope UO -Ll "W2 60.26 Ul -Ll VI 33.09 U2 -Ll W3 24.09 U2 -L3 W4 46.81 Length in 52.98 31.37 28.79 38 .40 Membe r 2- 1- 2- l- 3.214 Y 8.64 5 Rx 64035 Pn/n 36159 fv 0 . 854 0 . 926 96422 10730 Tensile Fy Ry ft 50000 1.640 11250 L2x2x.l63 L1-1/2X.109 L1-1/2X.125 L2x2x.156 Area in2 1.251 0. 315 0.719 0.600 in 0.3952 0.297Z 0.2962 0.3962 Shear lbs " 18091 0 0 11617 Force lbs "364 69 0 0 16975 Q = 1.000 Rz = 0.591 f = 12115 Allow lbs 37S26 9454 21563 17990 Compressive Shear Force Allow lbs _Jlt)i_ _ lbs 0 0 26131 4335 5175 5651 14854 16271 17549 0 0 11705 Weld Thick X Length ~T6x7.5 .11x1.6 .13x4.4 .16x3.7 Available Weld (in) Top/Bottm 9.2/ 9.2 3.7/ 4.0 6.5/ 6.5 4.7/ 5.1 Job #3V01225-BLU - Valley Joist West Page 48 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 9204 0 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T24 8 - 28LH1331/846 x Parallel chord Longspan 28' 7.500 Special Crimped angle Compressive Length Area R Shear Force Allow Shear Force Allow Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs U3 -L3 " V2 0.00 26.28 1-L1-1/4X .109 0.261 0 2472 0 0 7819 4347 4347 4840 U4 -L3 W5 46.81 38.40 1-L2x2x. 163 0.625 0 3952 0 0 13763 8429 12317 12342 U4 -L5 W6 46.81 38.40 1-L1-1/4X .109 0.261 0 2472 5241 7658 7819 0 0 2376 US -LS V2 0.00 26.28 1-L1-1/4X .109 0.261 0 2472 0 0 7819 4417 4417 4340 U6 -L5 W7 46.31 38.40 1-L1-3/4X .125 0.422 0 3472 0 0 12656 4707 6878 7224 Weld Thick X Length 711x1.3 .16x2.5 .11x2.4 .11x1.4 .13x1.9 Available Weld (in) Top/Bottm 3.3 5.1 4.4 3.3 4 . 9 Job #3V01225-BLU Valley Joist West Page 4 9 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T24A 2 - 28LH1331/846 x Parallel chord Longspan 28' 7.500 Special Crimped angle End Length Tag 5.000 Opp 5.000 Depth Slope Holes Top Chord Ext 5.000 5. 000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/4" TSJI 0.0 0 . 0 SHORT BEARING TE end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 26.281 in Effective Depth 22.000 in Clear Depth 1682910 in-#Moment 56.000 in Interior Panel 5 Web Vees WELD SEAT FULL TE NtUp 0.0 0.0 Dead Live 0.0 0.0 0.0 0.0 339.500 in Design length 1172 in4 Ix L/ 947 Live Defl 1.000 in Chord gap 28.875 in Left end 19828 # SJI reaction Equk 6.4" 6.4 4707 Wind ~0T0 0 . 0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips # Minimum Shear 1150 in4 Minimum Ix L/ 577 SJI Defl 0.334 in Camber 28.875 in Right end 19828 # SJI reaction Top Chord: 2 -L L3x3x.313 A = 3.550 Y 0.865 Fy = 50000 Q = 1.000 Bridg < 280" Ix= 3.024 Iy= 9.659 Rx 0.922 Ry = 1.647 Rz = 0.589 Center: L = 28.000 P = -62293 Pnz/n= -97327 M = 3622 No Fillers Tag end panl: L = 28.875 P = -31665 Pnx/n= -80638 M = 6645 No Filler First point: P = -31665 Pn/n = -96122 M = 9830 Chord shear: V = 14854 C = 48355 fv 7909 fc = 13583 f = 10425 Bearing seats : Tag End LLV4X3X3/8 Weld 4 . 05" Opposite End Weld 4 .05" Bot Chord: 2--L L3x3x 281 A = 3.214 Y 0 854 Fy -= 50000 Q = 1 000 Ix= 2 755 Iy= 8 . 645 Rx 0 926 Ry =-= 1.640 Rz = 0 591 Center: L = 56 000 P = 54035 Pn/n = 95422 Chord shear: V = 18091 T = 35159 fv 10730 ft = = 11250 f = 12115 Job #3V01225-BLU - Valley Joist West Page 50 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T24A 2 - 28LH1331/845 x Parallel chord Longspan 28' 7.500 Special Crimped angle Compressive Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 60 26 52.98 2-L2x2x.163 1.2S1 0 395z 18091 36469 37526 0 0 26131 .16x7.5 9.2/ 9.2 Ul -Ll VI 33 09 31.37 1-L1-1/2X.109 0.315 0 2972 0 0 9454 4335 5175 5651 .11x1.6 3.7/ 4.0 U2 -Ll W3 24 09 28.79 2-L1-1/2X.125 0.719 0 2962 0 0 21563 14854 16271 17549 .13x4.4 6.5/ 6.5 U2 -L3 W4 46 31 38.40 1-L2x2x.l56 0.600 0 3962 11617 16975 17990 0 0 11705 .16x3.7 4.7/ 5.1 U3 -L3 V2 0 00 26.28 1-L1-1/4X.109 0.261 0 247z 0 0 7819 4347 4347 4840 .11x1.3 3.3/ 3.3 U4 -L3 W5 46 31 33.40 1-L2x2x.163 0.625 0 395z 0 0 13763 8429 12317 12342 .16x2.5 4.7/ 5.1 U4 -L5 W6 46 31 38.40 1-L1-1/4X.109 0.261 0 247z 5241 7658 7819 0 0 2376 .11x2.4 3.9/ 4.4 U5 -LS V2 0 00 26.28 1-L1-1/4X.109 0.261 0 2472 0 0 7819 4417 4417 4 840 .11x1.4 3.3/ 3.3 U6 -L5 W7 4 6 31 38.40 1-L1-3/4X.125 0.422 0 3472 0 0 12656 4707 6873 7224 .13x1.9 4.4/ 4.9 Job #3V01226-BLU Customer: Valley Joist West Page 51 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) ^T25C 2 - 28LH1440/904 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 5.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 5.000 5 . 000 Y Y 0' 0.500 0' 0.500 48 . 000 48.000 TSJI 0.0 0.0 NtUp 0.0 0.0 Dead BE Live Uniform Live load 904 #/ft full length Uniform TSJI load 1440 #/ft full length Uniform Dead load 535 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. MAX TC, BC & BRG SEAT = 6 1/8" FOR FIRST 4 1/2" SEE TC COPE DETAIL BE end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.84 9 in Effective Depth 20.500 in Clear Depth 1803359 in-#Moment 56.000 in Interior Panel 6 Web Vees 0.0 0.0 0.0 0.0 338.500 in Design length 1791 in4 Ix L/1365 Live Defl 1.000 in Chord gap 28.625 in Left end 21310 # SJI reaction Equk 6.4 6.4 Wind 0.0 0.0 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 Kips 5078 # Minimum Shear 1725 in4 Minimum Ix L/ 825 SJI Defl 0.332 in Camber 28.625 in Right end 21310 # SJI reaction Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 349" Ix= 8.717 Iy= 24.067 Rx 1.235 Ry = 2.051 Rz = 0.788 Center: L = 28.000 P = -67856 Pnz/n= -152872 M = 3918 No Fillers Tag end panl: L = 28.625 P = -34525 Pnx/n= -140190 M = 7074 No Filler First point: P = -34625 Pn/n = -154406 M = 10435 Chord shear: V = 15988 C = 52581 fv 5329 fc = 9195 f = 7038 Bearing seats : Tag End LLV4X3X3/8 Weld 3. 65" Opposite End LLV4X3X3/8 Weld 3. 65" Bot Chord: 2 -LL3-1/2X.375 A = 4.959 Y 1 . 013 Fy = 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx 1. 074 Ry = 1.855 Rz = 0.587 Center: L = 56.000 P = 59755 Pn/n = 149063 Chord shear: V = 19457 T = 39215 fv 7412 ft = 7892 f = 8397 Job #3V01226-BLU Customer Valley Joist West Page 52 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) '^T25C 2 - 28LH1440/904 x Parallel chord Longspan 28' 6.500 Special Crimped angle Loca tion Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 67 52.77 2-L2x2x. 176 1 .346 0 3942 194S7 39717 40381 0 0 28734 .18x7.6 13.1/11.0 Ul -Ll VI 33 91 31.15 1-L1-1/2X .109 0 .315 0 2972 0 0 9454 4579 5517 5684 .11x1.7 3.7/ 4.0 U2 -Ll W3 23 52 23.19 2-L1-1/2X . 125 0 .719 0 296z 0 0 21563 15988 17437 17669 .13x4.7 3.5/ 7.5 U2 -L3 M4 47 29 38.11 1-L2x2x. 163 0 . 625 0 39Sz 12508 18440 18763 0 0 12412 .16x3.8 4.7/ 5.1 U3 -L3 V2 0 00 25.35 1-L1-1/4X .109 0 .261 0 2472 0 0 7319 4623 4623 4913 .11x1.4 3.3/ 3.3 U4 -L3 WS 47 29 38.11 1-L2x2x. 176 0 .673 0 3942 0 0 20191 9065 13365 13589 .18x2.6 4.7/ 5.1 U4 -LS W6 47 29 38.11 1-L1-1/2X .109 0 .315 0 297z 5623 8289 9454 0 0 4639 .11x2.6 4.2/ 4.6 US -LS V2 G 00 25.85 1-L1-1/4X . 109 0 .261 0 2472 0 0 7819 4699 4699 4913 .11x1.5 3.3/ 3.3 U6 -L5 W7 47 29 38.11 1-L1-3/4X . 143 0 .480 0 346z 0 0 14402 5078 7485 8526 .14x1 . 8 4.4/ 4.9 Job #3V01225-BLU Valley Joist West Page 53 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) T26 2 - 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 56.000 56.000 Uniform Live load 925 #/ft full length Uniform TSJI load 1411 #/ft full length Uniform Dead load 486 #/ft full length Uniform Live load 1133 #/ft from 14'4" to 28'7" Uniform TSJI load 1133 #/ft from 14'4" to 28'7" TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 6 1/2" CLEAR BEARING RE 0.0 0.0 end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 26.156 in Effective Depth 21.500 in Clear Depth 2475278 in-#Moment 56.000 in Interior Panel 6 Web Vees TSJI NtUp Dead Live 0.0 0.0 0.0 0.0 0.0 0.0 339.000 in Design length 1251 in4 Ix L/ 576 Live Defl 1.000 in Chord gap 28.750 in Left end 24908 # SJI reaction Equk 6.4 6.4 Wind 2Lod 3Lod 0.0 0.0 0.0 Kips 0.0 0.0 0.0 Kips 5977 # Minimum Shear 1150 in4 Minimum Ix L/ 422 SJI Defl 0.333 in Camber 28.750 in Right end 32909 # SJI reaction 0.000 in Opp TCX Defl Top Chord; 2 -LL3-1/2X.313 A = 4.186 Y 0. 991 Fy = 50000 Q = 0.987 Bridg < 313" Ix= 4.904 Iy= 14.205 Rx 1.082 Ry = 1.842 Rz = 0.590 Center: L = 28.000 P = -94636 Pnz/n= -115885 M = 8050 No Fillers Tag end panl: L = 28.750 P = -47605 Pnx/n= -98377 M = 6989 No Filler First point: P = -47605 Pn/n = -113024 M = 10319 Chord shear: V = 19567 C = 64164 fv 8976 fc = 15328 f = 11803 Bearing seats : Tag End LLV4X3X3/8 Weld 5.14" Opposite End LLV4X3X3/8 Weld 6.87' Bot Chord: 2--L L3x3x 281 A = 3.214 Y 0.854 Fy = 50000 Q = 1 000 Ix= 2 756 Iy= 8.645 Rx 0 . 926 Ry = 1. 640 Rz = 0 591 Center: L = 56 000 P = 93593 Pn/n = 95422 Chord shear: V = 23058 T = 46952 fv 13676 ft = 14608 f = 15504 Job #3V01226-BLU Customer Valley Joist West Page 54 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD -LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T26 2 -- 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2L 64 16 60 00 2-L2x2x.232 1 .748 0 392z 23058 S2895 52451 0 0 34163 . 19x9 .5 12 4/10.2 Ul -Ll VI 43 99 36 36 1-L1-3/4X.125 0 .422 0 3472 0 0 12656 4552 6327 7571 .13x1 7 4 3/ 4.7 U2 -L^ W3L 7 62 26 39 2-L1-3/4X.125 0 .844 0 347z 0 0 25313 19667 19843 20659 . 13x5 3 7 9/ 7.0 U2 -L3 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 16248 23802 30000 0 0 8568 .19x4 3 4 7/ 5.1 U3 -L3 V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4613 4613 4861 .11x1 4 3 3/ 3.3 U4 -L3 WSL 46 95 38 32 2-L1-3/4X.143 0 . 960 0 346z 0 0 28803 12873 18858 22165 . 14x4 4 9 0/ 7.6 U4 -LS W6L 46 95 38 32 1-L1-3/4X.143 0 .480 0 3462 9498 13914 14402 0 0 8481 . 14x3 .3 4 4/4.9 US -LS V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4730 4730 4861 . 11x1 5 3. 3/ 3.3 U6 -L5 W7L 46 95 38 32 1-L2x2x.145 0 .559 0 396z 0 0 16769 6977 10221 10708 .14x2 4 4. 7/ 5.1 U6 -L7 W7R 46 9S 38 32 1-L1-1/2X.125 0 359 0 2962 6977 10221 10781 1067 1563 5347 . 13x2 8 4 1/ 4.6 U7 -L7 V3 0 00 26 16 1-L1-1/2X.125 0 .359 0 2962 0 0 10781 7409 7409 7611 .13x2 0 3. 5/ 3.5 U8 -L7 W6R 46 95 38 32 1-L1-1/2X.125 0 359 0 296z 6977 10221 10781 0 0 5347 . 13x2 8 4. 1/ 4.6 U8 -L9 WSR 46 95 33 32 2-L1-3/4X.12S 0 844 0 3472 0 0 25313 11481 16818 18595 .13x4 5 9. 0/ 7.6 U9 -L9 V3 0 00 26 16 1-L1-1/2X.125 0 .359 0 2962 0 0 10781 7322 7322 7611 . 13x2 0 3. 5/ 3.5 UIO -L9 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 17499 25635 30000 0 0 8568 .19x4 6 4. 6/ 5.1 UIO -LU W3R 7 62 26 39 2-L1-3/4X.143 0 .960 0 346z 0 0 28803 23597 23808 24804 .14x5 6 7 9/ 7.0 Ull -LU V4 4 3 99 36 36 1-L2x2x.145 0 .559 0 396z 0 0 16769 7316 10168 11085 . 14x2 4 4 . 5/ 5.0 U12 -Lll W2R 64 16 60 00 2-L2-1/2X.250 2 .375 0 491z 29703 68137 71250 0 0 54257 .25x9 2M 11. 9/ 9.7 Job #3V01226-BLU Customer Valley Joist West Page 55 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T27 2 - 28LH1411/925 x 28' 7.000 Special Crimped angle Parallel chord Longspan End Length Depth Tag 6.000 5.000 Opp 6.000 5.000 Slope Holes Top Chord Ext E 0' 0.500 BCX Holdback Pitch EP/#1L 55.000 56.000 Uniform Live load 925 #/ft full length Uniform TSJI load 1411 #/ft full length Uniform Dead load 486 #/ft full length Uniform Live load 1133 #/ft from 14'4" to 28'7" Uniform TSJI load 1133 #/ft from 14'4" to 28'7" TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 5 1/2" CLEAR BEARING RE TSJI 0.0 0.0 end loads Left TC axial load Right TC axial load 28.000 in Deep 26.156 in Effective Depth 21.500 in Clear Depth 2475278 in-#Moment 56.000 in Interior Panel 5 Web Vees NtUp 0.0 0.0 Dead Live 2Lod 3Lod 0.0 0.0 0.0 0.0 339.000 in Design length 1251 in4 Ix L/ 576 Live Defl 1.000 in Chord gap 28.750 in Left end 24908 # SJI reaction Equk Wind I3T4 "oTo ~oTo ~oTo 13.4 0.0 0.0 0.0 5977 # Minimum Shear 1150 in4 Minimum Ix L/ 422 SJI Defl 0.333 in Camber 28.750 in Right end 32909 # SJI reaction 0.000 in Opp TCX Defl Kips Kips Top Chord: 2 -LL3-l/2x.313 A = 4 .186 Y 0 . 991 Fy = 50000 Q = 0.987 Bridg < 313" Ix= 4 . 904 Iy= 14.205 Rx 1.082 Ry = 1.842 Rz = 0.690 Center: L = 28.000 P = -94636 Pnz/n=-115885 M = 8050 No Fillers Tag end panl: L = 28.750 P = -47605 Pnx/n= -98377 M = 6989 No Filler First point: P = -47605 Pn/n =-113024 M = 10319 Chord shear: V = 19557 C = 64164 fv 8975 fc = 15328 f = 11803 Bearing seats Tag End Opposite End LLV4X3X3/8 LLV4X3X3/8 Weld Weld 5.14' 6.87' Bot Chord: 2 -L L3x3x.281 A = 3.214 Y 0. 854 Fy = 50000 Q = 1.000 Ix= 2.756 Iy= 8 . 645 Rx 0. 92 5 Ry = 1. 640 Rz = 0.591 Center: L = 56.000 P = 93593 Pn/n = 96422 Chord shear: V = 23058 T = 45952 fv 13675 ft = 14608 f = 15504 Job #3V01226-BLU Customer Valley Joist West Page 5 6 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 INC . Project: MINSHEW BROS STEEL CONST 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) T27 2 - 28LH1411/925 x Parallel chord Longspan 28' 7.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2L 64 16 60 00 2-L2x2x.232 1 .743 0 3922 23058 52895 52451 0 0 34163 .19x9 .5 12 4/10.2 Ul -Ll VI 43 99 36 36 1-L1-3/4X.125 0 .422 0 3472 0 0 12656 4552 6327 7571 .13x1 .7 4 3/4.7 U2 -Ll W3L 7 62 26 39 2-L1-3/4X.125 0 .344 0 347z 0 0 25313 19667 19843 20659 . 13x5 .3 7 9/ 7.0 U2 -L3 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 16243 23802 30000 0 0 8568 .19x4 .3 4 7/ S.l U3 -L3 V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4613 4613 4361 .11x1 4 3 3/ 3.3 U4 -L3 WSL 46 95 38 32 2-L1-3/4X.143 0 .960 0 3462 0 0 28803 12873 18858 22165 . 14x4 .4 9 0/ 7.6 U4 -L5 W6L 46 95 38 32 1-L1-3/4X.143 0 .480 0 346z 9498 13914 14402 0 0 8431 .14x3 .3 4 4/4.9 US -LS V2 0 00 26 16 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 4730 4730 4361 .11x1 .5 3 3/ 3.3 U6 -L5 W7L 46 95 33 32 1-L2x2x.l4S 0 .559 0 396z 0 0 16769 6977 10221 10708 .14x2 .4 4 11 S.l U6 -L7 W7R 46 95 33 32 1-L1-1/2X.125 0 .359 0 296z 6977 10221 10781 1067 1563 5347 .13x2 8 4 1/ 4.6 U7 -L7 V3 0 00 26 16 I-L1-1/2X.125 0 . 359 0 296z 0 0 10781 7409 7409 7611 . 13x2 0 3 5/ 3.5 U8 -L7 W6R 46 95 38 32 1-L1-1/2X.125 0 .359 0 2962 6977 10221 10781 0 0 5347 .13x2 3 4 1/ 4.6 U8 -L9 WSR 46 95 38 32 2-L1-3/4X.125 0 . 844 0 3472 0 0 25313 11481 16818 1859S .13x4 5 9 0/7.6 U9 -L9 V3 0 00 26 16 1-L1-1/2X.125 0 .359 0 296z 0 0 10781 7322 7322 7611 . 13x2 0 3 5/ 3.5 UIO -L9 W4 46 95 38 32 UN SQ BAR 1 .000 0 289z 17499 25635 30000 0 0 8568 .19x4 6 4 6/5.1 UIO -Lll W3R 7 62 26 39 2-L1-3/4X.143 0 . 960 0 346z 0 0 28803 23597 23808 24804 .14x5 6 7 9/ 7.0 Ull -LU V4 43 99 36 36 1-L2x2x.l45 0 .559 0 396z 0 0 16769 7316 10168 11085 .14x2 4 4 5/ 5.0 U12 -Lll W2R 64 16 60 00 2-L2-1/2X.250 2 .375 0 491z 29703 68137 71250 0 0 54257 .25x9 2M 11 9/ 9.7 Valley Joist West Page 57 V2.1.7 . 2 Job #3V01226-BLU Customer By CB 11:25 Entered 05/28/14 Revised 06/05/14 INC . MINSHEW BROS STEEL CONST 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TlOA 1 - 22LH1401/908 x Parallel chord Longspan 21' 3.500 Special Crimped angle End Length Depth Slope Holes Top Chord Ext Tag 5.000 5.000 Opp 5.000 5.000 BCX Holdback Pitch EP/#1L 48.000 48.000 Uniform Live load 908 #/ft full length Uniform TSJI load 1401 #/ft full length Uniform Dead load 493 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. 3 1/4" SHORT BEARING RE - WELD SEAT FULL RE end loads: TSJI NtUp Dead Live Left TC axial load: 0.0 0.0 Right TC axial load: 0.0 0.0 22.000 in Deep 20.304 in Effective Depth 16.000 in Clear Depth 985963 in-#Moment 48.000 in Interior Panel 5 Web Vees 0.0 0.0 0.0 0.0 251.500 in Design length 631 in4 Ix L/1167 Live Defl 1.000 in Chord gap 25.875 in Left end 15581 # SJI reaction Equk 5.4 6.4 Wind 2Lod 0.0 0.0 0.0 0.0 3Lod 0. 0' Kips 0.0 Kips 3570 # Minimum Shear 600 in4 Minimum Ix L/ 717 SJI Defl 0.183 in Camber 26.875 in Right end 15681 # SJI reaction Top Chord: 2 -L L3x3x.281 A = 3.214 Y 0.854 Fy = 50000 Q = 1.000 Bridg < 279" Ix= 2.756 Iy= 8.645 Rx 0. 926 Ry = 1.640 Rz = 0.591 Center: L = 24.000 P = -48560 Pnz/n= -90093 M = 2798 No Fillers Tag end panl: L = 26.875 P = -31558 Pnx/n= -74591 M = 5999 No Filler First point: P = -31558 Pn/n = -86780 M = 9084 Chord shear: V = 10761 C = 41485 fv 6383 fc = 12907 f = 9077 Bearing seats Tag End LLV4X3X3/8 Weld 3.52" Weld 3.52' Bot Chord: Center Chord shear 2-L L3x3x.250 A = Ix= 2.488 Iy= : L = 48.000 P = : V = 13930 T = Location UO =LI Ul -Ll U2 -Ll Web Slope W2L 66.18 VI 43.29 W3 20.89 Length in 50.28 27.89 21.73 Member 2.875 Y 7.569 Rx 46791 Pn/n 32541 fv 0.842 0. 930 86250 9286 Tensile Area in2 in 2- L2x2x.lS6 1.199 0.396z 1- L1-1/2X.109 0.315 0.2972 1- L2x2x.l76 0.673 0.3942 Shear lbs 13930 0 0 Force lbs 34496 0 0 Fy = 50000 Q = 0 . 961 Ry = 1. 633 Rz = 0.592 ft = 11353 f = 10884 Compressive Weld Available Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs Length Top/Bottm 35980 0 0 25518 16x7.4 10.9/10.9 9454 4253 5842 6163 11x1.8 4.0/ 4.4 20191 10761 11518 11895 18x2.2 4.0/ 4.1 Job #3V01226~BLU Valley Joist West Page 58 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) TlOA 1 - 22LH1401/908 x Parallel chord Longspan Length 21' 3.500 Special Crimped angle Compressive Weld Available Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U2 -LT W4 49.77 31.44 1-L1-3/4X 125 0.422 0 3472 7696 11915 12656 0 0 8387 .13x3.2 4.5/ 5.1 U3 -L3 V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7319 4009 4009 5033 .11x1.2 3.3/ 3.3 U4 -L3 W5 49.77 31.44 1-L1-3/4X 125 0.422 0 3472 0 0 12656 4798 7429 3387 .13x2.0 4.5/ 5.1 U4 -L5 W6 49.77 31.44 1-L1-1/4X 109 0.261 0 247z 3670 5683 7819 0 0 3976 .11x1.8 4.0/ 4.6 US -LS V2 0.00 20.30 1-L1-1/4X 109 0.261 0 2472 0 0 7819 404S 4045 5819 .11x1.2 3.3/ 3.3 Job #3V01225-BLU Customer Valley Joist West Page 5 9 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 519/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) *T28C 2 - 28LH1331/845 x Parallel chord Longspan 28' 6.500 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext 5.000 5.000 BCX Holdback Pitch EP/#1L 0.500 0 . 500 48.000 48.000 Uniform Live load 846 #/ft full length Uniform TSJI load 1331 #/ft full length Uniform Dead load 485 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 0.0 0.0 MAX TC, BC & BRG SEAT SEE TC COPE DETAIL BE end loads Left TC axial load Right TC axial load 28.000 in Deep 25.849 in Effective Depth 20.500 in Clear Depth 1673260 in-#Moment 56.000 in Interior Panel 6 Web Vees 5 1/8" FOR FIRST 4 1/2" BE NtUp Dead Live 0.0 0.0 0.0 0.0 0.0 0.0 338.500 in Design length 1791 in4 Ix L/1459 Live Defl 1.000 in Chord gap 28.625 in Left end 19773 # SJI reaction Equk 6.4 5.4 Wind "0.0 0.0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 4 593 # Minimum Shear 1725 in4 Minimum Ix L/ 889 SJI Defl 0.332 in Camber 28.625 in Right end 19773 # SJI reaction Top Chord: 2 -L L4x4x.375 A = 5.719 Y 1.138 Fy = 50000 Q = 1.000 Bridg < 34 9" Ix= 8.717 Iy= 24.067 Rx 1.235 Ry = 2.051 Rz = 0.788 Center: L = 28.000 P = -62961 Pnz/n= -162872 M = 3621 No Fillers Tag end panl: L = 28.625 P = -32120 Pnx/n= -140190 M = 6538 No Filler First point: P = -32120 Pn/n = -154405 M = 9545 Chord shear: V = 14841 C = 48788 fv 4947 fc = 8531 f = 6532 Bearing seats : Tag End LLV4X3X3/8 Weld 3.37" Opposite End LLV4X3X3/8 Weld 3.37" Bot Chord: 2 -LL3-1/2X.375 A = 4.969 Y 1.013 Fy = 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx 1. 074 Ry = 1.855 Rz = 0.687 Center: L = 56.000 P = 64733 Pn/n = 149063 Chord shear: V = 18049 T = 36386 fv 5876 ft = 7323 f = 7790 Job #3V01226-BLU Valley Joist West Page 60 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) *T28C 2 - 28LH1331/846 x Parallel chord Longspan 28' 6.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60. 67 52.ir 2-L2x2x.l63 1 .251 0 3952 18049 36844 37526 0 0 26197 .16x7 .6 13.1/11.0 Ul -Ll VI 33. 91 31.15 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 4303 5191 5684 .11x1 . 6 3.7/ 4.0 U2 -Ll W3 23.52 28.19 2-L1-1/2X.12S 0 .719 0 .2962 0 0 21563 14841 16186 17669 .13x4 . 4 8.5/ 7.5 U2 -L3 W4 47.29 38.11 1-L2x2x.156 0 .600 0 3962 11613 17128 17990 0 0 11770 .16x3 . 7 4.7/ 5.1 U3 -L3 V2 0. 00 25.85 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4350 4350 4913 .11x1 .3 3.3/ 3.3 U4 -L3 W5 47.29 38.11 1-L2x2x.l63 0 .625 0 39Sz 0 0 18763 8430 12427 12412 .16x2 . 6 4.7/ 5.1 U4 -L5 W6 47.29 38.11 1-L1-1/4X.109 0 .261 0 2472 5241 7727 7819 0 0 2921 .11x2 .4 3.9/ 4.4 US -L5 V2 0. 00 25.85 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 4420 4420 4913 .11x1 .4 3.3/ 3.3 U6 -LS W7 47.29 38.11 1-L1-3/4X.12S 0 422 0 3472 0 0 12656 4693 6919 7274 .13x1 . 9 4.4/ 4.9 Job #3V01225-BLU Customer Valley Joist West Page 61 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Gl 1 - 28G3N30.6K/17.6 x Parallel chord Girder 27' 4.500 Special Crimped angle End Length Tag 5.000 Opp 5.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7.500 TC cone loads: Load 30500 13000 17600 30600 13000 17600 Spacing 9'1-1/2 0 ' 0 0 ' 0 9'4 O'O 0 ' 0 8 '11 TSJI 0.0 0.0 KNIFE PLATE RE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3264157 in-#Moment 55.375 in Interior Panel 6 Web Vees NtUp 0.0 0.0 324.500 2204 L/ 983 1.000 25.375 30364 0.500 0.500 109.50 107.00 Location Point Type 9'l-l/2 U4 TSJI 9'l-l/2 U4 Dead 9'l-l/2 U4 Live 18'5-l/2 U8 TSJI 18'5-1/2 U8 Dead 18'5-1/2 U8 Live Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 19.0 19.0 7550 2200 L/ 565 0 . 305 24.750 30836 Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 0.0 0.0 # Minimum Shear in4 Minimum Ix SJI Defl in Camber in Right end # SJI reaction Kips Kips Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 30364 A = 6.524 Y = 1.161 Iy= 28.235 Rx = 1.225 P =-125863 Pnz/n=-181050 C = 94748 fv = 8566 Bearing seats: Tag End LLV7x4x3/8 Opposite End LLV7x4x3/8 Weld 5.24" Weld 5.32" Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 55.375 Chord shear: V = 30364 A = 6.524 Y = 1.151 Iy= 28.235 Rx = 1.225 P = 127120 Pn/n = 198729 T = 62377 fv = 8666 Fy Ry M fc 50000 2 . 055 0 14303 Fy = 50000 Ry = 2.0 55 ft = 9416 Q = 1.000 Rz = 0.785 No Fillers f = 11236 Q = 1.000 Rz = 0.785 f = 9862 Job #3V01226-BLU Valley Joist West Page 62 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) Gl 1 - 28G3N30.6K/17.6 x 27' 4.500 Parallel chord Girder Special Crimped angle Compressive Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 60 83 52 68 2-L2-1/2X.230 2 .194 0 "7T2x 30364 62296 6S826 7591 15574 52797 .19x11 .2 12 .6/12. 6 Ul -Ll VI 38 77 32 94 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 883 1133 2200 .11x0. 3 3. 6/ 4.0 U2 -Ll W3 14 73 26 55 2-L2x2x.163 1 .251 0 621x 7591 7849 37S26 30364 31396 31458 .16x6. 5 8. 8/ 8.8 U2 -L3 W4L 46 83 37 S3 2-L2x2x.200 1 .520 0 616x 30364 44383 45600 7591 11096 34747 .19x7. 9 10. 0/10.0 U3 -L3 V2 0 00 25 63 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 1895 1895 3520 .11x0. 6 3. 3/ 3.3 U4 -L3 WSL 46 83 37 S3 2-L2-1/2X.212 2 .030 0 77Sx 7591 11096 60903 30364 44383 49901 .19x7. 9 10. 0/10.0 U4 -LS W6L 47 48 37 99 2-L1-1/2X.12S 0 .719 0 46Sx 1912 2830 21563 7650 11319 12966 .13x3. 0 10. 1/10.1 US -L5 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2537 2537 3520 .11x0. 8 3. 3/ 3.3 U6 -L5 W7L 47 48 37 99 1-L1-3/4X.125 0 .422 0 3472 7650 11319 12656 1912 2330 5168 .13x3. 0 4 . 4/4.9 U6 -L7 W7R' 47 48 37 99 2-L1-1/2X.125 0 719 0 46Sx 1912 2830 21S63 7650 11319 12966 .13x3. 0 10. 1/10.1 U7 -L7 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 2S27 2S27 3520 . 11x0. 8 3. 3/ 3.3 U8 -L7 W6R 47 48 37 99 1 -L1-3/4X.125 0 422 0 347z 7650 11319 12656 1912 2830 5168 .13x3. 0 4 . 4/4.9 U3 -L9 WSR 46 17 37 08 2-L2-1/2X.212 2 .030 0 775x 7709 11132 60903 30836 44523 50100 .19x8. 0 9. 9/9.9 U9 -L9 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 1879 1879 3520 .11x0. 6 3. 3/ 3.3 UIO -L9 W4R 46 17 37 08 2-L2x2x.200 1 520 0 616x 30836 44528 45600 7709 11132 34975 .19x8. 0 9. 9/9.9 UIO -Lll W3 12 09 26 26 2-L2x2x.l63 1 .251 0 621x 7709 7884 37526 30336 31S3S 31546 .16x6. 5 8. 8/ 8.8 Ull -Lll V3 39 61 33 33 1-L1-1/4X.109 0 261 0 2472 0 0 7819 384 1147 2148 .11x0. 4 3. 6/ 4.0 U12 -LU W2 60 83 52 68 2-L2-1/2X.230 2 194 0 772x 30836 63264 65826 7709 15816 52797 .19x11 .3 12 .6/12.6 Job #3V01225-BLU Customer: Valley Joist West Page 63 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G2 4 - 28G3N29.9K/17.3 x Parallel chord Girder 26' 8.000 Special Crimped angle End Length Tag Opp 6.000 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7.500 TC cone loads: Load 29900 12500 17300 29900 12600 17300 Y Y Spacing 8' 9 0 0 9 0 0 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3079700 in-#Moment 55.000 in Interior Panel 5 Web Vees NtUp 0.0 0.0 315.000 2204 L/1058 1.000 24.250 29900 0.500 0.500 105.00 105.00 Location Point Type 8 ' 9 8 ' 9 8'9 17'11 17 ' 11 17 "11 U4 U4 U4 U8 U8 U8 TSJI Dead Live TSJI Dead Live Dead Live Wind 2Lod 3Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk _ 19.0 0.0 0.0 "0.0 19.0 0.0 0.0 0.0 7475 # Minimum Shear 2200 in4 Minimum Ix L/ 612 SJI Defl 0.289 in Camber 24.250 in Right end 29900 # SJI reaction Kips Kips Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 27.500 Chord shear: V = 29900 Bearing seats: Tag End Opposite End A = 6.624 Y = 1.161 Iy= 28.235 Rx = 1.226 P =-119936 Pnz/n=-181658 C = 89370 fv LLV7x4x3/8 LLV7x4x3/8 Weld Weld Bot Chord: 2-L L4x4x.438 A = Ix= 9.957 Iy= Center: L = 55.000 P = Chord shear: V = 29900 T = 6.524 Y 28.235 Rx 119936 Pn/n 58804 fv 8533 5.16" 5.16" 1.161 1 .225 198729 8533 Fy Ry M fc Fy Ry ft 50000 2.065 0 13491 50000 2 . 065 8877 Q = 1.000 Rz = 0.785 No Fillers f = 10877 Q Rz 1. 000 0.785 = 9618 Job #3V01225-BLU - Customer Valley Joist West Page 64 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G2 4 - 28G3N29.9K/17.3 x Parallel chord Girder 26' 8.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll M2 60 33 52.68 2-L2-1/2X .212 2 .030 0 77Sx 29900 61344 60903 7475 15336 47786 .19x11.0 12.6/12.6 Ul -Ll VI 40 27 33.65 1-L1-1/4X .109 0 .261 0 2472 0 0 7819 353 1118 2107 .11x0.3 3.6/ 4.0 U2 -Ll M3 9 94 26.07 2-L2x2x. 163 1 .251 0 621x 7475 7589 37526 29900 30356 31603 .16x6.3 8.8/ 8.8 U2 -L3 W4 45 63 36.72 2-L2x2x. 187 1 .426 0 617x 29900 42759 42732 7475 10690 33031 .19x7.7 9.9/ 9.9 U3 -L3 V2 0 00 25. 68 1-Llxlx. 109 0 .206 0 1962 0 0 6184 1787 1787 1812 .11x0.6 3.0/ 3.0 U4 -L3 W5 45 63 36.72 2-L2-1/2X .188 1 .809 0 778x 7475 10690 54279 29900 42759 42978 .19x7.7 9.9/ 9.9 U4 -L5 W6 46 96 37. 62 1-L1-3/4X .125 0 .422 0 3472 7475 10953 12656 1869 2738 5247 .13x3.0 4.4/ 4.9 US -L5 V3 0 00 25. 68 1-L1-1/4X .109 0 .261 0 2472 0 0 7819 2399 2399 3520 .11x0.7 3.3/ 3.3 U6 -L5 M7 46 96 37.62 1-L1-3/4X .125 0 .422 0 3472 7475 10953 12656 1869 2738 5247 .13x3.0 4.4/ 4.9 Job #3V01226-BLU Valley Joist West Page 65 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G3 4 - 28G3N30.3K/17.4 x 27' 2.000 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 5.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7 . 500 TC cone loads: Load 30300 12900 17400 30300 12900 17400 Y Y Spacing 8 '11 TSJI 0.0 0.0 KNIFE PLATE BE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 25.578 in Effective Depth 20.000 in Clear Depth 3181500 in-#Moment 54.750 in Interior Panel 6 Web Vees ' 0 '0 ' 4 ' 0 ' 0 11 NtUp 0.0 0.0 322.000 2204 L/1013 1.000 24 .750 30300 0.500 0.500 Location Point Type 8 ' 11 U4 TSJI 8 ' 11 U4 Dead 8 ' 11 U4 Live 18 ' 3 U8 TSJI 18'3 U8 Dead 18'3 U8 Live Dead Live Wind 2Lod 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 107.00 107.00 3Lod Equk 19.0 0.0 0.0 0.0 Kips 19.0 0.0 0.0 0.0 Kips 7575 # Minimum Shear 2200 in4 Minimum Ix L/ 582 SJI Defl 0.300 in Camber 24.750 in Right end 30300 # SJI reaction Top Chord: 2 -L L4x4x.438 A = 6.524 Y 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 Rx 1.226 Ry = 2.065 Rz = 0.785 Center: L = 28.000 P =-123901 Pnz/n= -181060 M = 0 No Fillers Chord shear: V = 30300 C = 92335 fv 8647 fc = 13939 f = 11105 Bearing seats : Tag End LLV7x4x3/8 Weld 5.23" Opposite End LLV7x4x3/8 Weld 5.23" Bot Chord: 2 -L L4x4x.438 A = 6.624 Y 1 .161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 Rx 1.225 Ry = 2.065 Rz = 0.785 Center: L = 54.750 P = 123901 Pn/n = 198729 Chord shear: V = 30300 T = 50770 fv 8647 ft = 9174 f = 9789 Job #3V01225-BLU Customer Valley Joist West Page 56 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G3 4 - 28G3N30.3K/17.4 x 27' Parallel chord Girder 2.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 83 52.68 2-L2-1/2X .230 2.194 0 772x 30300 62165 65826 7575 15541 52797 .19x11.1 12.6/12.6 Ul -Ll VI 39 61 33.33 1-L1-1/4X .109 0.261 0 247z 0 0 7819 871 1131 2148 .11x0.3 3.6/ 4.0 U2 -Ll W3 12 09 26.26 2-L2x2x. 163 1.251 0 621x 7575 7747 37S26 30300 30937 31546 .16x6.4 8.8/ 8.8 U2 -L3 W4 46 17 37.08 2-L2x2x. 200 1.520 0 616x 30300 43754 45600 7575 10939 34975 .19x7.8 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-L1-1/4X .109 0.261 0 247z 0 0 7819 1847 1847 3520 .11x0.6 3.3/ 3.3 U4 -L3 WS 46 17 37.08 2-L2-1/2X .212 2.030 0 775x 7575 10939 60903 30300 43754 50100 .19x7.8 9.9/ 9.9 U4 -LS W6 47 48 37.99 1-L1-3/4X .125 0.422 0 3472 7575 11208 12656 1894 2802 5168 .13x3.0 4.4/ 4.9 US -LS V2 0 00 25. 68 1-L1-1/4X .109 0.261 0 2472 0 0 7819 2478 2478 3520 .11x0.3 3.3/ 3.3 U6 -L5 W7 47 48 37.99 1-L1-3/4X . 125 0.422 0 3472 7575 11208 12656 1394 2802 5168 .13x3.0 4.4/ 4.9 Job #3V01226-BLU Valley Joist West Page 67 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT; GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments; CBC 2010 (IBC 2006) G4 2 - 28G3N35.8K/22.9 x Parallel chord Girder 27' 2.000 Special Crimped angle End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7.500 TC cone loads: Load 35800 12900 22900 35800 12900 22900 KNIFE PLATE BE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3759000 in-#Moment 54.750 in Interior Panel 5 Web Vees Y Y Spacing 8 ' 11 0 ' 0 0 ' 0 9"4 O'O 0 ' 0 8 ' 11 TSJI 0.0 0.0 NtUp 0.0 0.0 322.000 2204 L/ 759 1.000 24.750 35800 2 2 0' 0.500 0' 0.500 Location Point Type 8 ' 11 U4 TSJI 8 ' 11 U4 Dead 8'11 U4 Live 18 ' 3 U8 TSJI 18 '3 U8 Dead 18 ' 3 U8 Live Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 19.0 19.0 Wind 0.0 0.0 2Lod 0 . 0 0.0 107.00 107.00 3Lod 8 950 # Minimum Shear 2200 in4 Minimum Ix L/ 492 SJI Defl 0.300 in Camber 24.750 in Right end 35800 # SJI reaction 0 Kips 0 Kips Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 35800 A = 6.524 Y Iy= 28.235 Rx P =-146391 Pnz/n= C = 109095 fv Bearing seats: Tag End LLV7x4x3/8 Weld Opposite End LLV7x4x3/8 Weld Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 54.750 Chord shear: V = 35800 A = 6.624 Y Iy= 28.235 Rx P = 146391 Pn/n T =•• 71801 fv 1.161 1 .226 -181060 10217 6.18" 6.18" 1.161 1.226 198729 10217 Fy = 50000 Ry = 2.065 M = 0 fc = 15469 Fy Ry 50000 2.055 Q =1.000 Rz = 0.785 No Fillers f = 13122 Q = 1.000 Rz = 0.785 ft = 10839 11565 Job #3V01226-BLU Valley Joist West Page 68 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) Project: G4 2 - 28G3N35.8K/22.9 x Parallel chord Girder 27' 2.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick x Length Available Weld (in) Top/Bottm UO -Ll W2 60 83 52.68 2-L3x3x.227 2 .621 "0 •934X 35800 73449 78623 8950 18362 63207 .23x10. 9M 12.2/12.2 Ul -Ll VI 39 61 33.33 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 988 1283 2148 .11x0.4 3.6/ 4.0 U2 -Ll W3 12 09 26.26 2-L2x2x.187 1 .426 0 617x 8950 9153 42782 35800 36612 37481 .19x6.6 8.8/ 8.8 U2 -L3 W4 46 17 37.08 2-L2x2x.232 1 .748 0 611x 35800 51697 52451 3950 12924 40078 .19x9.3 9.9/ 9.9 U3 -L3 V2 0 00 25. 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2182 2132 3520 .11x0.7 3.3/ 3.3 U4 -L3 W5 46 17 37.08 2-L2-1/2X.230 2 .194 0 772x 8950 12924 65826 35800 51697 55450 .19x9.3 9.9/ 9.9 114 -L5 W6 47 48 37. 99 1-L1-3/4X.143 0 .480 0 3462 8950 13242 14402 2238 3310 5916 .14x3.1 4.4/ 4.9 US -L5 V2 0 00 25.68 1-L1-1/4X.109 0 .261 0 247z 0 0 7819 2928 2928 3520 .11x0.9 3.3/ 3.3 U6 -LS W7 47 48 37.99 1-L1-3/4X.143 0 .480 0 3462 8950 13242 14402 2238 3310 S916 .14x3.1 4.4/ 4.9 Job #3V01226-BLU Valley Joist West Page 69 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G5 2 - 28G3N33K/18.4 x 26' 8.000 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth 7.500 7. 500 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L TC cone loads: Load 33000 14600 18400 33000 14600 18400 Y Y Spacing 8'9 0' 0 ' 9' 0' 0' KNIFE PLATE BE NO TC HOLES end loads: TSJI NtUp Left TC axial load: 0.0 0.0 Right TC axial load: 0.0 0.0 28.000 in Deep 316.000 25.678 in Effective Depth 2204 20.000 in Clear Depth L/ 995 3399000 in-#Moment 1.000 53.750 in Interior Panel 24.250 6 Web Vees 33000 0' 0.500 0' 0.500 Location Point Type 8 ' 9 8 ' 9 8 ' 9 17 '11 17 ' 11 17 ' 11 U4 U4 U4 U8 U8 U8 Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 21. 6 21.6 Wind 0.0 0.0 2Lod 0.0 0.0 105.00 105.00 3Lod 0.0 Kips 0.0 Kips 82 50 # Minimum Shear 2200 in4 Minimum Ix L/ 555 SJI Defl 0.289 in Camber 24.250 in Right end 33000 # SJI reaction Top Chord: 2--L L4x4x 438 A = 5 624 Y 1.151 Fy = 50000 Q = 1 000 Ix= 9 957 Iy= 28 235 Rx 1.226 Ry = 2.065 Rz = 0 785 Center: L = 27 . 500 P =--132371 Pnz/n= -181658 M 0 No Fillers Chord shear; V = 33000 C = 98535 fv 9418 fc = 14890 f = 12005 Bearing seats: Bot Chord: Tag End LLV7x4x3/8 Weld Opposite End LLV7x4x3/8 Weld 2-L L4x4x.438 Ix= 9.957 Center: L = 53.750 Chord shear: V = 33000 A = 6.624 Y Iy= 28.235 Rx P = 132371 Pn/n T = 64900 fv 5.70" 5.70" 1.161 1.226 198729 9418 Fy Ry ft 50000 2.065 9797 Q = 1.000 Rz = 0.785 f = 10615 Job #3V01226-BLU Customer Valley Joist West Page 70 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G5 2 - 28G3N33K/18.4 x Parallel chord Girder 26' 8.000 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 83 52.68 2-L2-1/2X .250 2.375 0 769x 33000 67704 71250 8250 16926 57217 .19x12.1 12.6/12.6 Ul -Ll VI 40 27 33.65 1-L1-1/4X .109 0.261 0 2472 0 0 7819 951 1246 2107 .11x0.4 3.6/ 4.0 U2 -Ll W3 9 94 26.07 2-L2x2x. 176 1.346 0 619x 8250 3376 40381 33000 33503 3487S .18x6.4 8.8/ 8.8 U2 -L3 W4 45 63 36.72 2-L2x2x. 216 1.635 0 613x 33000 47192 49041 3250 11798 37737 .19x8.5 9.9/ 9.9 U3 -L3 V2 0 00 25.68 1-L1-1/4X . 109 0.261 0 2472 0 0 7819 1973 1973 3520 .11x0.6 3.3/ 3.3 U4 -L3 W5 45 63 36.72 2-L2-1/2X .212 2.030 0 . 775x 8250 11798 60903 33000 47192 50257 .19x8.5 9.9/ 9.9 U4 -L5 W6 46 96 37.62 1-L1-3/4X .125 0.422 0 3472 3250 12088 12656 2063 3022 5247 .13x3.3 4.4/ 4.9 US -L5 V2 0 00 25.68 1-L1-1/4X .109 0.261 0 2472 0 0 7819 2647 2647 3520 .11x0.8 3.3/ 3.3 U6 -LS W7 46 96 37.62 1-L1-3/4X .125 0. 422 0 3472 8250 12088 126S6 2063 3022 5247 .13x3.3 4.4/ 4.9 Job #3V01225-BLU Valley Joist West Page 71 V2.1.7 . 2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G9 1 - 28G3N30.6K/17.5 x 27' 2.250 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth 7.500 7.500 Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 0.500 0 . 500 107.25 107.00 TC cone loads: Load 30600 13000 17600 30600 13000 17600 TSJI 0.0 0.0 KNIFE PLATE RE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3218151 in-#Moment 54.813 in Interior Panel 6 Web Vees Spacing B'11-1/4 ' 0 '0 '4 ' 0 '0 11 NtUp 0.0 0.0 322 .250 2204 L/ 999 1.000 24.813 30576 Location Point Type 8'll-l/4 U4 TSJI 8'll-l/4 U4 Dead 8'11-1/4 U4 Live 18'3-l/4 U8 TSJI 18'3-l/4 U8 Dead 18'3-1/4 U8 Live Dead Live 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction Equk 19.0 19.0 7650 Wind ~oTo 0.0 2Lod 0.0 0.0 3Lod 0.0 Kips 0.0 Kips Minimum Shear 2200 in4 Minimum Ix L/ 575 SJI Defl 0.300 in Camber 24.750 in Right end 30624 # SJI reaction Top Chord: 2 -L L4x4x.438 A = 5.524 Y 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 Rx 1.226 Ry = 2.065 Rz = 0.785 Center: L = 28.000 P =-125302 Pnz/n= -181060 M = 0 No Fillers Chord shear: V = 30576 C = 93401 fv 8725 fc = 14100 f = 11218 Bearing seats : Tag End LLV7x4x3/8 Weld 5.28" Opposite End LLV7x4x3/8 Weld 5.29" Bot Chord: 2 -L L4x4x.438 A = 6.624 Y 1.161 Fy = 50000 Q = 1.000 Ix= 9.957 Iy= 28.235 Rx 1.225 Ry = 2 .065 Rz = 0.785 Center; L = 54.813 P = 125328 Pn/n = 198729 Chord shear; V = 30576 T = 61473 fv 8726 ft = 9280 f = 9883 Job #3V01226-BLU - Valley Joist West Page 72 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2005) G9 1 - 28G3N30.5K/17.5 x Parallel chord Girder 27' 2.250 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 83 52 68 2-L2-1/2X.230 2 .194 0 772x 30576 62731 65826 7644 15683 52797 .19x11 .2 12.6/12.6 Ul -Ll VI 39 53 33 29 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 879 1139 2153 .11x0. 4 3.6/ 4.0 U2 -Ll W3 12 36 26 29 2-L2x2x.163 1 .251 0 621x 7644 7825 37526 30576 31301 31538 .16x6. 5 8.8/ 8.8 U2 -L3 W4 46 24 37 12 2-L2x2x.200 1 .520 0 616x 30576 44207 45600 7644 11052 34952 .19x7. 9 9.9/ 9.9 U3 -L3 V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7319 1868 1868 3520 .11x0. 6 3.3/ 3.3 U4 -L3 W5 46 24 37 12 2-L2-1/2X.212 2 .030 0 77Sx 7644 11052 60903 30576 44207 50080 .19x7. 9 9.9/ 9.9 U4 -L5 W6L 4 7 48 37 99 2-L1-1/2X.125 0 719 0 46Sx 1912 2830 21S63 7650 11319 12966 .13x3. 0 10.1/10.1 US -LS V2 0 00 25 68 1-L1-1/4X.109 0 .261 0 2472 0 0 7819 2506 2506 3520 .11x0. 8 3.3/ 3.3 U6 -LS W7L 47 48 37 99 1-L1-3/4X.125 0 422 0 3472 7650 11319 12656 1912 2830 5168 .13x3. 0 4.4/ 4.9 U6 -L7 W7R 47 48 37 99 2-L1-1/2X.12S 0 .719 0 465x 1912 2830 21563 7650 11319 12966 .13x3. 0 10.1/10.1 U7 -L7 V2 0 00 25 68 1-L1-1/4X.109 0 261 0 2472 0 0 7819 2505 2505 3S20 .11x0. 8 3.3/ 3.3 U3 -L7 W6R 47 43 37 99 1-L1-3/4X.12S 0 422 0 347z 7650 11319 12656 1912 2830 5168 .13x3. 0 4.4/ 4.9 US -L9 WS 46 17 37 08 2-L2-1/2X.212 2 030 0 775x 7656 11055 60903 30624 44222 50100 .19x7. 9 9.9/ 9.9 U9 -L9 V2 0 00 25 68 1-L1-1/4X.109 0 261 0 2472 0 0 7819 1866 1866 3520 .11x0. 6 3.3/ 3.3 UIO -L9 W4 46 17 37 08 2-L2x2x.200 1 520 0 616x 30624 44222 45600 7656 11055 34975 .19x7. 9 9.9/ 9.9 UIO -Lll W3 12 09 26 26 2-L2x2x.163 1 251 0 621x 7656 7830 37526 30624 31318 31546 .16x6. 5 8.8/ 8.8 Ull -Lll VI 39 61 33 33 1-L1-1/4X.109 0 261 0 2472 0 0 7819 379 1141 2148 .11x0. 4 3.6/ 4.0 U12 -Lll W2 60 83 52 68 2-L2-1/2X.230 2 194 0 772x 30624 62829 65826 7656 15707 52797 .19x11 .3 12.6/12.6 Job #3V01226-BLU Valley Joist West Page 73 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G6 2 - 28G3N33.4K/18.5 x 27' 2.000 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 6.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 7.500 7.500 TC cone loads: Load 33400 14900 18500 33400 14900 18500 KNIFE PLATE BE NO TC HOLES end loads: Left TC axial load: Right TC axial load: 28.000 in Deep 25.678 in Effective Depth 20.000 in Clear Depth 3507000 in-#Moment 54.750 in Interior Panel 6 Web Vees Y Y Spacing 8' 11 O'O O'O 9'4 O'O O'O 8'11 TSJI 0 . 0 0.0 NtUp 0.0 0.0 322.000 2204 L/ 952 1.000 24.750 33400 0.500 0.500 Location Point Type 8'11 U4 TSJI 8 ' 11 U4 Dead 8'11 U4 Live 18 ' 3 U8 TSJI 18'3 U8 Dead 18' 3 U8 Live Dead Live Wind 0.0 0.0 0.0 0.0 in Design length in4 Ix Live Defl in Chord gap in Left end # SJI reaction 107.00 107.00 2Lod 3Lod 0.0 Kips Equk 21.5 0.0 0.0 21.6 0.0 0.0 0.0 Kips 8350 # Minimum Shear 2200 in4 Minimum Ix L/ 528 SJI Defl 0.300 in Camber 24.750 in Right end 33400 # SJI reaction Top Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 28.000 Chord shear: V = 33400 A = 6.624 Y = 1.151 Iy= 28.235 Rx = 1.225 P =-135577 Pnz/n=-181060 C = 101782 fv = 9532 Bearing seats: Tag End LLV7x4x3/8 Opposite End LLV7x4x3/8 Weld 5.77" Weld 5.77" Bot Chord: 2-L L4x4x.438 Ix= 9.957 Center: L = 54.750 Chord shear: V = 33400 A = 6.524 Y = 1.151 Iy= 28.235 Rx = 1.226 P = 136577 Pn/n = 198729 T = 66988 fv = 9532 Fy = 50000 Ry = 2.055 M = 0 fc = 15365 Fy = 50000 Ry = 2.065 ft 10112 Q = 1.000 Rz = 0.785 No Fillers f = 12243 Q Rz 1 .000 0.785 f = 10790 Job #3V01226-BLU - Customer Valley Joist West Page 74 V2.1 . 7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Project: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX; 519/957-3501 CONTACT; GARY WOOD VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G6 2 - 28G3N33.4K/18.5 x Parallel chord Girder 27' 2.000 Special Crimped angle Location Web Slope Length in Membe r Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm UO -Ll W2 60 83 52.68 2-L2-1/2X.2S0 2.375 0 769x 33400 68525 71250 8350 17131 57217 .19x12.3 12.6/12.6 Ul -Ll VI 39 61 33.33 1-L1-1/4X.109 0.261 0 247z 0 0 7819 971 1260 2148 .11x0.4 3.6/ 4.0 U2 -Ll W3 12 09 26.26 2-L2x2x.l76 1.346 0 619x 8350 8539 40381 33400 34158 34310 .18x6.5 3.3/ 3.8 U2 -L3 W4 46 17 37.08 2-L2x2x.216 1.635 0 613x 33400 48231 49041 8350 120S8 37543 .19x8.6 9.9/ 9.9 U3 -L3 V2 0 00 25.63 1-L1-1/4X.109 0.251 0 2472 0 0 7819 2036 2036 3520 .11x0.6 3.3/ 3.3 U4 -L3 WS 46 17 37.08 2-L2-1/2X.212 2.030 0 775x 8350 12058 60903 33400 48231 50100 .19x8.6 9.9/ 9.9 U4 -L5 W6 47 48 37. 99 1-L1-3/4X.125 0.422 0 347z 8350 12354 126S6 2088 3089 5163 .13x3.3 4.4/ 4.9 US -LS V2 0 00 25.68 1-L1-1/4X.109 0.261 0 2472 0 0 7819 2732 2732 3520 .11x0.3 3.3/ 3.3 U6 -L5 W7 47 48 37.99 1-L1-3/4X.12S 0.422 0 3472 8350 12354 12656 2088 3089 5168 .13x3.3 4.4/ 4.9 Job #3V01226-BLU Valley Joist West Page 75 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 1257 8 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G7 1 - 28G2N39.1K/24.2 x 17' 3.500 Special Crimped angle Parallel chord Girder End Length Tag 6.000 Opp 5.000 Depth 7 . 500 7 . 500 Slope Holes Top Chord Ext Y BCX Holdback Pitch EP/#1L 0.500 0.500 103.50 104.00 TC cone loads; Load 39100 14900 24200 KNIFE PLATE TE NO TC HOLES end loads Left TC axial load Right TC axial load 28.000 in Deep 25.837 in Effective Depth 20.500 in Clear Depth 1989200 in-#Moment 51.875 in Interior Panel 4 Web Vees Spacing 8'7-l/2 O'O O'O Location Point Type TSJI 0.0 0.0 NtUp 0.0 0.0 '7-1/2 U4 '7-1/2 U4 '7-1/2 U4 TSJI Dead Live Dead Live 0.0 0.0 0.0 0.0 203.500 in Design length 1823 in4 Ix L/2532 Live Defl 1.000 in Chord gap 23.875 in Left end 19598 # SJI reaction Equk 21.5 21.5 Wind 2Lod 0.0 0.0 0.0 0.0 3Lod 0.0 Kips 0.0 Kips 4888 # Minimum Shear 1500 in4 Minimum Ix L/1567 SJI Defl 0.120 in Camber 24.000 in Right end 19502 # SJI reaction Top Chord; 2-L L4x4x.438 Ix= 9.957 Center: L = 26.000 Chord shear: V = 19598 A = 6.624 Y = 1.161 Iy= 28.235 Rx = 1.226 P = -59937 Pnz/n=-183398 C = 59935 fv 5593 Fy Ry M fc 50000 2.065 0 9048 Q = 1.000 Rz = 0.785 No Fillers f = 7194 Bearing seats; Tag End LLV7x4x3/8 Opposite End LLV7x4x3/8 Weld 3.48" Weld 3.47" Bot Chord; 2-LL3--l/2x . 344 Ix= 5.323 Center: L = 51.875 Chord shear: V = 19598 Length Location Web Slope in UO -Ll W2 60. 68 52.76 Ul -Ll VI 40.57 34.02 U2 -Ll W3L 8.26 26.11 U2 -L3 W4 45.04 36.57 A = 4.579 Y Iy= 15.651 Rx P = 76990 Pn/n T = 37735 fv 1. 002 1. 078 137380 8139 Tensile Fy Ry ft 50000 1.849 Area R Shear Force Allow Member in2 in lbs lbs lbs 2- L2x2x.l76 1 .34"6" 0. 619x " 19598 40019 40381 1- L1-1/4X.109 0.261 0.2472 0 0 7819 2- L1-3/4X.143 0.960 0.543x 4900 4951 28803 2- L1-3/4X.143 0.960 0.543x 19598 27736 28803 8241 Q = 1.000 Rz = 0.588 9122 Shear lbs 4900 622 19598 4900 Compressive Force lbs 10005 819 19803 6934 Allow lbs 28374 2062 23371 20018 Weld Available Thick X Weld (in) Length Top/Bottm .18x7.7 12.8/11.2 .11x0.3 3.7/ 4.1 .14x4.7 8.6/ 7.8 .14x6.5 9.8/ 8.7 Job #3V01225-BLU Valley Joist West Page 7 6 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 619/551-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G7 1 - 28G2N39.1K/24.2 x Parallel chord Girder 17' 3.500 Special Crimped angle Location Web Slope Length in Member Area in2 R in Shear lbs Tensile Force lbs Allow lbs Compressive Shear Force Allow lbs lbs lbs Weld Thick X Length Available Weld (in) Top/Bottm U3 -L3 ^V2 0 00 25.84 1-Llxlx.109 0.206 0 1962 0 0 6134 1199 1199 1790 .11x0.4 3.0/ 3.0 U4 -L3 WS 45 04 36.57 2-L2x2x.163 1.251 0 62 Ix 4900 6934 37526 19598 27736 28063 .16x5.7 9.8/ 8.7 U4 -LS WS 45 13 36.65 2-L2x2x.163 1.251 0 621x 4875 6917 37526 19502 27667 28030 .16x5.7 9.8/ 8.7 U5 -L5 V2 0 00 25.84 1-Llxlx.109 0.206 0 1962 0 0 6184 1199 1199 1790 .11x0.4 3.0/ 3.0 U6 -LS W4 45 18 36.65 2-L1-3/4X.143 0.9S0 0 S43x 19502 27667 28303 4875 6917 19987 .14x6.5 9.8/ 8.7 U6 -L7 W3R 8 30 26.14 2-L1-3/4X.125 0 .844 0 54 6x 4875 4934 25313 19502 19734 19541 .13x5.3 8.6/ 7.8 U7 -L7 VI 40 41 33.93 1-L1-1/4X.109 0.261 0 2472 0 0 7819 621 816 2072 .11x0.3 3.6/ 4.0 U8 -L7 W2 60 68 52.76 2-L2x2x.176 1 . 346 0 619x 19502 39823 40381 4875 9956 28374 .18x7.6 12.3/11.2 Job #3V01226-BLU Valley Joist West Page 77 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 06/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 9204 0 PH: 619/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project: VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments: CBC 2010 (IBC 2006) G8 1 - 28G3N65.2K/50.3 x Parallel chord Girder 27' 2.000 Special Crimped angle End Length Tag 5.000 Opp 5.000 Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L 500 500 TC cone loads: Load 55200 14900 50300 65200 14900 50300 Y Y Spacing 8' 11 0 ' 0 O'O 9'4 0 ' 0 0 ' 0 8 ' 11 KNIFE PLATE BE NO TC HOLES end loads: Left TC axial load; Right TC axial load; 28.000 TSJI 0.0 0.0 in Deep 24.585 in Effective Depth 16.000 in Clear Depth 6846000 in-#Moment 54.750 in Interior Panel 6 Web Vees NtUp 0.0 0.0 322.000 3931 L/ 525 1. 000 24.750 65200 0' 0.500 0' 0.500 Location Point Type 8 ' 11 U4 TSJI 8 ' 11 U4 Dead 8 ' 11 U4 Live 18 ' 3 U8 TSJI 18'3 U8 Dead 18 ' 3 U8 Live Dead 0 . 0 0.0 Live 0.0 0.0 Equk 21. 6 21.5 Wind 2Lod 0 . 0 0.0 107.00 107.00 in Design length 16300 # Minimum Shear 3Lod 0.0 Kips 0.0 Kips in4 Ix Live Defl in Chord gap in Left end # SJI reaction 3700 in4 Minimum Ix L/ 482 SJI Defl 0.300 in Camber 24.750 in Right end 65200 # SJI reaction Top Chord: 2 -L L6x5x.625 A = 14.219 Y = 1.730 Fy = 50000 Q = 1.000 Ix= 48.315 Iy=119.029 Rx = 1.843 Ry = 2. 893 Rz = 1.178 Center: L = 28.000 P =-278461 Pnz/n=-409310 M = 0 No Fillers Chord shear: V = 65200 C = 207520 fv = 8693 fc = 14595 f = 11350 Bearing seats : Tag End LLV7x4x3/8 Weld 11.26" Opposite End LLV7x4x3/8 Weld 11.26" Bot Chord; 2 -L L6x6x.5O0 A = 11. 500 Y = 1.685 Fy = 50000 Q = 0.961 Ix= 39.816 Iy= 94.708 Rx = 1.851 Ry = 2 . 870 Rz = 1.185 Center: L = 54.750 P = 278451 Pn/n = 345000 Chord shear: V = 65200 T = 135578 fv = 10857 ft = 11876 f = 12383 Job #3V01225-BLU Valley Joist West Page 78 V2.1.7.2 By CB 11:25 Entered 05/28/14 Revised 05/05/14 Customer: MINSHEW BROS STEEL CONST, INC. 12578 VIGILANTE ROAD LAKESIDE, UT 92040 PH: 519/561-5700 FAX: 619/957-3501 CONTACT: GARY WOOD Project; VIASAT BLDGS CARLSBAD, CA ***TAG COLOR BLUE*** Designed per Steel Joist Institute Standard Specifications 42nd edition ASD. Comments; CBC 2010 (IBC 2006) G8 28G3N65.2K/50.3 x 27' 2.000 Special Crimped angle Parallel chord Girder Compressive Available Length Area R Shear Force Allow Shear Force Allow Thick X Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 61 88 52.16 2-L3-1/2X.344 4 .579 1 078x 65200 138323 137380 16300 34581 123128 .34x13. SM 19.9/19.9 Ul -Ll VI 40 84 32 . 50 1-L1-1/2X.109 0 .315 0 297z 0 0 9454 1846 2440 3878 .11x0.8 3.9/ 4.2 U2 -Ll W3 12 61 25.19 2-L3x3x.227 2 .621 0 934x 16300 16703 78628 65200 66812 69042 .19x12. 0 13.4/13.4 U2 -L3 W4 47 41 36.33 2-L3x3x.231 3 .214 0 92 6x 65200 96352 96422 16300 24088 86158 .28x11. 5M 15.2/15.2 U3 -L3 V2 0 00 24.59 1-L1-1/2X.109 0 .315 0 2972 0 0 9454 4150 4150 5439 .11x1.3 3.5/ 3.5 U4 -L3 WS 47 41 36.33 2-L3-1/2X.313 4 .186 1 082x 16300 24088 125582 65200 96352 114223 .31x10. 4M 15.2/15.2 U4 -L5 W6 48 72 37.26 UN SQ BAR 1 .000 0 2892 16300 24705 30000 4075 6176 9060 .19x4.4 4.7/ 5.2 U5 -LS V3 0 00 24.59 1-L1-1/2X.125 0 .359 0 2962 0 0 10781 5569 SS69 6384 .13x1.5 3.5/ 3.5 U6 -LS W7 43 72 37.26 UN SQ BAR 1 000 0 2892 16300 24705 30000 4075 6176 9060 .19x4.4 4.7/ 5.2