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Home My WebLink About2501 GATEWAY RD; ; PREV2017-0306; Permit(/17 City of C!a rlsb ad Print Date: 04/24/2019 Permit No: PREV2017-0306 Job Address: 2501 Gateway Rd Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2132501100 Lot #: Applied: 12/22/2017 Valuation: $ 0.00 Reference #: DEV2016-0015 Issued: 07/03/2018 Occupancy Group: Construction Type IlA Permit 04/24/2019 Finaled: U Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check U: CBC2016-0017 Final Plan Check U: Inspection: Project Title: VIASAT BRESSI RANCH CAMPUS Description: VIASAT: BLDG 12 DEFERRED JOIST Applicant: Owner: Contractor: SMITH CONSULTING ARCHITECTS VIASAT INC A DELAWARE CORPORATION THE WHITING TURNER CONTRACTING CO MILOS MAKARIC 13280 Evening Creek Dr S, 125 6155 El Camino Real San Diego, CA 92128-4101 CARLSBAD, CA 92009 858-793-4777 760-476-2200 858-792-0600 FEE AMOUNT BUILDING PLAN CHECK ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE $300.00 Total Fees: $ 335.00 Total Payments To Date: $ 335.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number cQC'-ü\ .3o0 Plan Revision NumberPEV2iO11-O3CLO Project Address ¼4C.LJ'...) U.J\ General Scope of Revision/Deferred Submittal:z(r t hL \ CONTACT INFORMATION: Name Phone F Address Qo ?'UX City C\\X '\A°\ Zip Email Address 9\S c \\( Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: LIII Plans Calculations Soils LIII Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown Does this revision, in any way, alter the exterior of the project? LI Yes 'XN 0 Does this revision add ANY new floor area(s)? Yes o Does this revision affect any fire related issues? Yes TNo Is this a complete set? Yes No Signature Date 1635 Faraday Avenue, Carlsbad, CA 92008 (/760602 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbuiLtCompany DATE: JUNE 18, 2018 LI APPLICANT LI JURIS. JURISDICTION: CARLSBAD Li PLAN REVIEWER LI FILE PLAN CHECK NO.: C2016-0017 (REV. #4) - PREV2017-0306_ SET: II PROJECT ADDRESS: 2501 GATEWAY ROAD PROJECT NAME: ViaSat Bldg. #12 - (3)-Story Office Bldg. atop Basement Parking 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 codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Milos Makaric EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did aisthe applicant that the plan check has been completed. Person contacted: Mifrfkaric do SCA Telephone #: 858-793-4777 Date contacted: (b ) Email: milosmcsca-sd.com Mail Telephone Fax In Person REMARKS: Roof steel open web joists plans and calculations are under this permit. This is a deferred package. By: ALl SADRE, S.E. Enclosures: EsGil 6/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuiIt'Company DATE: JAN. 05, 2018 LI APPLICANT URIS. JURISDICTION: CARLSBAD LI PLAN REVIEWER LI FILE PLAN CHECK NO.: C2016-0017 (REV. #4) - PREV2017-0306_ SET: I PROJECT ADDRESS: 2501 GATEWAY ROAD PROJECT NAME: ViaSat Bldg. #12 - (3)-Story Office Bldg. atop Basement Parking 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 codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Milos Makaric EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Milos Makaric do SCA Telephone #: 858-793-4777 tate contted: \ (bk',) Email: milosm(sca-sd.com MaiI .-'lclephone Fax In Person REMARKS: Roof steel open web joists plans and calculations are under this permit. This is a deferred package. By: ALl SADRE, S.E. Enclosures: EsGil Corporation fl GA El EJ E MB LI PC 12/28 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 CARLSBAD C2016-0017 (REV. #4) - PREV2017-0306 JAR. 05, 2018 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: C2016-0017 (REV. #4) - PREV2017-0306 PROJECT ADDRESS: 2501 GATEWAY ROAD DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 12/28 JAN. 05, 2018 REVIEWED BY: AL! SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. CARLSBAD C2016-0017 (REV. #4) - PREV2017-0306 JAN. 05, 2018 . 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? U Yes U No . PLANS Please provide a truss schematic showing the layout, sizes, designation, and spacing of the truss joists matching the roof framing plans. Please include the required axial forces on the truss drawings to be submitted. Please show related connection details with references on the plans to be submitted, as required. A reminder that the revised truss package shall be stamped and signed by the manufacturer's engineer. Also, the project engineer &/ or architect needs to stamp them indicating no exceptions are taken. CBC Section 107.3.4.1. . MISCELLANEOUS The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact AL! SADRE, S.E. at EsGil. Thank you. CARLSBAD C2016-0017 (REV. #4) - PREV2017-0306 JAN. 05, 2018 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: C2016- 0017 (REV. #4) - PREV2017-0306 PREPARED BY: ALl SADRE, S.E. DATE: JAN. 05, 2018 BUILDING ADDRESS: 2501 GATEWAY ROAD BUILDING OCCUPANCY: B/52/A3; II-A/SPR. BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ROOF TRUSS PLANS & CALC' Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB IBY Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance I V I $300.00I Type of Review: D Complete Review Structural Only El Repetitive Fee Repeats V * Based on hourly rate O Other Hourly 2 Hrs. © * EsGil Fee $120.00 I $240.00I Comments: Sheet 1 of I macvalue.doc + H" Whiting-Turner Contracting Co 3911 Sorrento Valley Blvd. Suite 100 j WHmNG-TuRNER San Diego CA 92121 USA RECEIVED JUN 072018 CITY OF CAR LSBAD PROJECT: ViaSat Bressi Ranch Campus DATE: 01/12/2018 BUILDING DIVISION To: CDS Architects, Inc. dba Smith Consulting Architec RE: 12-083-1312 Atrium Joists Deferred Submittal 13280 Evening Creek Drive South Suite 125 San Diego CA 92128 United States ATTN: Milos Makaric JOB: 016530 WE ARE SENDING: Shop Drawings \/ SUBMITTED IFOR: Approval ACTION _71- TAKE Approved as Submitted - Letter - Your Use - Approved as Noted - Prints - As Requested - Returned After Loan - Change Order - Review and Comment - Resubmit - Plans - Submit Samples Returned Specifications V Attached I I Separate Cover Returned for Corrections - Other: Other: N 'V Due Date: 01/26/2018 \/ Submittal: - Other: Line Item Package Code Rev. QTY Date Description Status 1 Submittal 12-083 052100-02 1 01/12/2018 Atrium Joists Deferred Submittal 03. Submitted Calculations REMARKS: CC: DOCUMENT HAS BEEN REIEWED FOR CONFORMANCE THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH CONTRACT DOCUMENTS. THIS REVIEW IN NO WAY hASES THE SUBCONTRACTOR/SUPPLIER FROM PONSIBILITY TO ADHERE TO THE REQUIREMENTS OF THE TRACT DRAWINGS, INCLUDING ALL DIMENSIONS AND IEWED BY JAzar V 01/12/20/8 MIflAL PEG NO.: VBR Submittal 12-083-552150-01-B12 Atrium Deterred Scbmillal.pdl WHITING-TURNER CONTRACTING COMPANY ran/or shall field venfy all dimensions in accordance with the Signed: Josh Azar kfL ?f WjC;014+V 6)30(fto SEYCO Page 1 of 122 11 J O I S T COVER SHEET Calculations for the SJI Open-Web Steel Joists & Joist Girders Project: VIASAT 12 COLD STORAGE Location: CARLSBAD, CA 19 NO EXCEPTIONS TAKEN 0 FURNISH AS CORRECTED D SUBMIT SPECIFIC ITEM 0 REVISE AND RESUBMIT o REJECTED 0 NOT REVIEWED Review is only for general conformance with the design concept of the project and general compliance with the infomiaion included in the Contract Documents. Any action shown is subject to the requiremeits of the drawings and specifications. Contractor is responsible for: correlating and confirming dimensions at the job site; choice of fabrication processes and techniques of construction; coordination of their work with that of other trades; and performing the work in a safe and satisfactory manner. WISEMAN + ROHY STRUCTURAL ENGINEERS By: DM Date: 01/15/2018 Seyco Customer: SOUTHBAY WELDING Seyco File #: S708-17 Seyco Joist Company 2025 N Central Ave Brownsville, TX 78521 (214) 930-1000 In accordance with IBC/CBC/LABC Section 2207.5: Seyco Joist Co. is a certified member in good standing with the Steel Joist Institute (SJI). This is to certify that the open-web steel joists furnished on the above referenced project have been - designed and manufactured in compliance with the latest adoption of the SJI Specifications,r k. the building code for this project, according to the enclosed lists for fabrication which wereL._.__ generated from designations, loading and dimensional information specified by the Engineer of Record. Seyco joist does not determine any loads or interpret any building codes. It is the responsibility of the Engineer of Record to meet all local jurisdiction building codes in specifying the SJI products. These calculations are sealed as to the product design only, in accordance with the Si! ESS si referenced in the building code for this project, by the manufacturer's w profe i. al engineer. The re based on the information specified by the engineer of record, who has the resp t for meeting the local jurisdiction's requirements. No. S 5697 Notë" nufacturer (certified SJI member) does not interpret building code nor determine Exp. 6-30-19 any loads/designations for the SJI products. Reference SJI Code of Practice Section 2.4. :P 1 95ft—maj !A& iAN. T Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 2of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5' 7.125 79.125 pp 6.000 8.000 Y E 011.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -165 4/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -8000 3'8 3'8 Ui SJI -5000 01 0 3'8 Ul Dead -3000 01 0 3'8 Ui Live 3000 01 0 38 Ui +/-W -8000 7 1 0 108 U3 SJI -5000 01 0 10 1 8 U3 Dead -3000 01 0 10'8 U3 Live 3000 0 1 0 10'8 U3 +/-w -8000 71 0 178 U4 SJI -5000 0 1 0 17'8 U4 Dead -3000 0 1 0 17 1 8 U4 Live 3000 0 1 0 17 1 8 U4 +/-W -8000 6'11 24 1 7 USA SJI -5000 0 1 0 247 U5A Dead -3000 0 1 0 24 1 7 U5A Live 3000 0 1 0 24 1 7 U5A +/-w -8000 6'11 31'6 U7 SJI -5000 0 1 0 31'6 U7 Dead -3000 0 1 0 316 U7 Live 3000 0'O 316 U7 +/-w -8000 7 1 0 38'6 U8 SJI -5000 0 1 0 38'6 U8 Dead -3000 0 1 0 38'6 U8 Live 3000 0 1 0 38'6 U8 +/-W -8000 7 ,3 459 U9A SJI -5000 0'O 45'9 U9A Dead 0'O -3000 45'9 U9A Live Seyco Joist Co, Page 2 V2.2.1.2 - Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 3of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan 3000 01 0 45'9 tJ9A +/-W -8000 71 3 53'0 tJ11 SJI -5000 01 0 53'0 till Dead -3000 oo 53'0 till Live 3000 01 0 53'0 till +/-W -8000 7,3 60'3 U13 SJI -5000 01 0 60'3 U13 Dead -3000 01 0 60'3 U13 Live 3000 01 0 60'3 U13 +/-W -8000 7 1 0 67'3 U14 SJI -5000 01 0 67'3 U14 Dead -3000 01 0 673 U14 Live 3000 0'O 67'3 U14 +/-W -8000 70 0'O 743 U15A SJI - 5000 Do 7413 U15A Dead -3000 74'3 U15A Live 3000 0'o 74'3 U15A +/-W -8000 1 '6 759 U16 SJI - 5000 010 7519 U16 Dead -3000 0'o 75'9 U16 Live 3000 0 1 0 7519 U16 +/-W -8000 6'5 82'2 U17A SJI - 5000 0'O 82'2 U17A Dead -3000 0'o 821 2 U17A Live 3000 0'O 4'1-3/8 821 2 U17A +/-W p chord panels: (in) 1844.00 1@56.00 2828.00 1@56.00 1862.50 1820.50 1842.00 1841.00 1821.50 1@62.50 1@58.00 2829.00 1858.00 1857.00 1@30.00 1827.00 1857.00 1@51.00 1@33.00 1818.00 1847.25 1829.75 1@49.38 t chord panels: (in) Ep=79.13 1@76.88 1@118.50 18125.00 18120.50 18115.50 1@114.50 1@108.00 1898.25 Ep=79.13 60.000 in Deep 1031.375 in Design length-10336 # Minimum Shear 55.018 in Effective Depth37901.269 in4 Ix 35000.00 in4 Minimum Ix 48.000 in Clear Depth L/-2791 Live Defi L/-1020 SJI Defl 271424 in-#Moment 1.000 in Chord gap 3.078 in Camber 15058 # Total weight 30.000 in Centroid ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E nd factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Mips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Mips Page 4 of 122 Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 5of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan p bridging rows: 2 per SJI 3 if deck provides no lateral support. t bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. Seyco Joist Co, Page 4 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 6of 122 - stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan p Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409" Ix=125.844 Iy=1114.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 37317 P = 230067 fv = 4146 fc = 9249 f = 6211 end fillers, 6 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Send kl/r Stress Fex Fez Send Interaction - in in lbs lbs in-# psi psi psi Unity Axial Bend Unity Eccen o 6000 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 61881 241220 1879 33.1z 27694 820688 261702 0.085 0.350 0.001 0.351 1 60.00 61881 241220 5357 30000 0.086 0.323 0.005 0.328 0.00 56.00 57128 230067 3279 33.1z 26024 461637 147207 0.080 0.355 0.002 0.357 2 60.00 108891 230067 4288 30000 0.149 0.308 0.004 0.312 3.76 28.00 108891 204542 83 16.5z 29406 3282752 588829 0.146 0.280 0.000 0.280 3 60.00 108891 204542 11 30000 0.146 0.274 0.000 0.274 0.00 28.00 104981 198545 135 16.5z 29406 3282752 588829 0.141 0.271 0.000 0.271 3A 60.00 104981 198545 3770 30000 0.143 0.266 0.004 0.270 0.00 56.00 104981 187785 2760 33.1z 27694 820688 147207 0.143 0,273 0.002 0.274 4 60.00 161203 187785 6914 30000 0.221 0.252 0.006 0.258 2.49 62.50 161203 156613 4082 36.9z 27156 658861 118180 0.220 0.232 0.002 0.234 5 60.00 161203 156613 5104 30000 0.219 0.210 0.005 0.215 0.00 20.50 161203 145980 1405 12.1z 29680 6124158 1098493 0.217 0.198 0.001 0.199 5A 60.00 164052 145980 1290 30000 0.221 0.196 0.001 0.197 0.00 42.00 164052 137119 1990 24.8z 28680 1459001 261702 0.222 0.192 0.001 0.194 6 60.00 199721 137119 3844 30000 0.270 0.184 0.004 0.220 2.35 41.00 199721 116336 1853 24.2z 28741 1531040 274623 0.269 0.163 0.001 0.164 7 60.00 199721 116336 1135 30000 0.268 0.156 0.001 0.157 0.00 21.50 196733 109226 1253 12.7z 29648 5567718 998684 0.265 0.148 0.001 0.149 7A 60.00 196733 109226 5020 30000 0.267 0.146 0.005 0.151 0.00 62.50 196733 98466 4021 36.9z 27156 658861 118180 0.267 0.146 0.003 0.148 8 60.00 208216 98466 7119 30000 0.284 0.132 0.007 0.216 2.69 58.00 208216 79750 3062 34.3z 27534 765065 137230 0.282 0.116 0.002 0.118 9 60.00 208216 79750 4137 30000 0.282 0.107 0.004 0.111 0.00 29.00 208216 68605 82 17.1z 29363 3060259 548920 0.279 0.094 0.000 0.094 9A 60.00 212259 68605 44 30000 0.284 0.092 0.000 0.092 0.00 29.00 212259 59958 26 17.1z 29363 3060259 548920 0.284 0.082 0.000 0.082 10 60.00 212259 59958 4379 30000 0.287 0.080 0.004 0.216 2.76 58.00 200744 52071 3303 34.3z 27534 765065 137230 0.272 0.076 0.002 0.078 11 60.00 200811 52071 6395 30000 0.273 • 0.070 0.006 0.076 0.00 57.00 200811 37319 3090 33.7z 27615 792145 142087 0.272 0.054 0.002 0.056 12 60.00 200811 37319 4211 30000 0.272 0.050 0.004 0.214 2.85 30.00 175128 33368 236 17.7z 29319 2859642 512935 0.235 0.046 0.000 0.046 13 60.00 175128 33368 22 30000 0.235 0.045 0.000 0.045 0.00 27.00 171361 27199 197 15.9z 29447 3530422 633254 0.230 0.037 0.000 0.037 13A 60.00 171361 27199 4391 30000 0.233 0.036 0.004 0.041 0.00 57.00 171361 16438 3376 19.Ox 29218 792145 142087 0.233 0.011 0.002 0.014 14 60.00 171361 16438 5644 30000 0.233 0.022 0.005 0.228 2.71 51.00 126638 15231 2203 17.0x 29372 989495 177486 0.172 0.010 0.001 0.012 15 60.00 126638 15231 3389 30000 0.172 0.020 0.003 0.024 0.00 33.00 126638 9277 909 11.Ox 29736 2363340 423914 0.171 0.006 0.001 0.007 15A 60.00 131263 9381 419 30000 0.176 0.013 0.000 0.013 0.00 18.00 131263 9381 714 6.0x 29921 7943449 1424821 0.177 0.006 0.000 0.007 16 60.00 131263 9381 3402 30000 0.178 0.013 0.003 0.266 2.94 47.25 64142 7414 2758 15.8x 29460 1152791 206777 0.089 0.005 0.002 0.007 17 60.00 64142 7414 2618 30000 0.088 0.010 0.002 0.012 0.00 Seyco Joist Co, Page 5 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 7 o 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan p Chord, continued nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen 2975 64142 4548 660 9.9x 29619 1635696 521592 0.087 0.003 0.000 0.004 17A 60.00 68232 4690 3938 30000 0.094 0.006 0.004 0.010 0.00 47.38 68232 4690 3829 21.lx 29042 645027 205687 0.095 0.003 0.003 0.006 18 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 g end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0' 1.000 long. = 93 fb-= 1 tal defi = 0.0000 Live defl = 0.0000 p end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0'11.000 long. = 1746 fb- = 18 tal defi = 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 6 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 8of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 8.00x750 Weld 23.86" Opposite End 8.00x750 Weld 4.35" t Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 44144 P = 71053 fv = 4905 fc = 2856 f = 5109 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Axial Bend Unity Eccen 1 0.00 0 0 0 30000 0.255 0.000 0.000 0.000 1.03 76.88 5653 71053 0 54.5z 24148 302428 78115 0.008 0.118 0.000 0.118 3 0.00 10659 135484 0 30000 0.248 0.182 0.000 0.182 1.17 118.50 10659 135484 0 84.0z 17914 127278 32875 0.014 0.304 0.000 0.304 5 0.00 14417 181619 0 30000 0.223 0.243 0.000 0.243 1.16 125.00 14417 181619 0 88.6z 16902 114386 29545 0.019 0.432 0.000 0.432 7 0.00 16243 206690 0 30000 0.227 0.277 0.000 0.277 1.63 120.50 16243 206690 0 85.4z 17602 123089 31793 0.022 0.472 0.000 0.472 9 0.00 16243 206690 0 30000 0.211 0.277 0.000 0.277 1.36 115.50 16209 206218 0 81.9z 18382 133976 34605 0.022 0.451 0.000 0.451 11 0.00 16209 206218 0 30000 0.220 0.276 0.000 0.276 1.87 114.50 14535 187657 0 81.1z 18537 136327 35212 0.019 0.407 0.000 0.407 13 0.00 14535 187657 0 30000 0.218 0.251 0.000 0.251 1.77 108.00 11262 151372 0 76.5z 19549 153230 39578 0.015 0.311 0.000 0.311 15 0.00 11262 151372 0 30000 0.243 0.203 0.000 0.203 1.39 98.25 6971 99823 0 69.6z 21047 185151 47823 0.009 0.191 0.000 0.191 17 0.00 0 0 0 30000 0.288 0.000 0.000 0.000 0.93 ation web Slope -Li Cl 54.50 -Li Vi 32.56 -Li Ti 20.78 -L3 C2 45.51 -L3 V2 26.97 -L3 V3 0.00 -L3 T2 45.51 -L5 C3 48.64 -L5 V4 0.00 -L5 V5 20.44 -L5 T3 48.64 -L7 C4 48.64 -L7 V6 21.34 -L7 V7 0.00 -L7 Ta 48.64 -L9 C5 46.51 -L9 V7 0.00 -L9 V8 27.79 -L9 C6 46.51 -Lii T5 46.26 -Lii V9 0.52 -Lii C7 46.26 -L13 T6 46.01 -L13 V10 26.14 A-L13 V9 0.00 -L13 C8 46.01 -L15 T7 42.83 -L15 V9 0.00 A-L15 Vii 30.96 -L15 C9 42.83 -L17 T8 40.66 -L17 V12 0.00 A-1,17 V13 28.40 -L17 C10 54.50 Seyco Joist Co, Page 7 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 9of 122 stomer oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan Weld Thick x Length 31x8 .2 13x2 .4 18x7 .5 23x7.9 14x2.0 19x0.6 20x7 .1 .21x5. 5 15x0. 7 i9xl .5 .15x5. 2 .19x4. 5 i9xl .5 14x0 .7 17x2 .9 lixi .0 14x0 .7 14x2 .0 14x2 .2 14x2 .0 13x2 .0 .18x3. 6 .17x3. 7 19x1 .5 13x0.7 19x5.i 17x7.5 13x0. 7 14x2.1 25x6.3 25x7. 4 lixO .7 19x1 .5 31x9.0 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 94.74 2-L 3.00x375 4.219 0.587z 4197 7226 126563 65.27 1-L 2.00x125 0.484 0.398z 7445 8832 14531 58.85 2-L 2.00x176 1.346 0.394z 36811 39372 40381 78.50 2-L 3.00x227 2.621 0.594z 3511 5009 78628 61.73 1-L 1.75x143 0.480 0.346z 7683 8620 14402 55.02 1-L 1.50x188 0.529 0.293z 578 578 15860 78.50 2-L 2,00x205 1.556 0.393z 30192 43081 46679 83.27 2-L 2.50x212 2.030 0.493z 2528 3827 60903 55.02 1-L 1.50x155 0.441 0.295z 571 571 13229 58.71 1-L 1.50x188 0.529 0.293z 7646 8159 15860 83.27 2-L 1.50x155 0.882 0.295z 15861 24004 26459 83.27 2-L 2.50x188 1.809 0.495z 1642 2486 54279 59.07 1-L l.50x188 0.529 0.293z 7646 8209 15860 55.02 1-L 1.50x137 0.392 0.296z 578 578 11767 83.27 1-L 2.00x166 0.636 0.395z 9343 14140 19093 79.94 2-L 1.50x109 0.630 0.297z 629 915 18907 55.02 1-L 1.50x137 0.392 0.296z 598 598 11767 62.19 1-L 1.75x143 0.480 0.346z 7671 8672 14402 79.94 2-L 1.75x143 0.960 0.346z 764 1109 28803 79.58 1-L 1.75x143 0.480 0.346z 5816 8413 14402 55.02 1-L 1.50x125 0.359 0.296z 7348 7349 10781 79.58 2-L 2.00x176 1.346 0.394z 1551 2244 40381 79.22 1-L 2.00x166 0.636 0.395z 12505 18006 19093 61.29 1-L 1.50x188 0.529 0.293z 7677 8552 15860 55.02 1-L 1.50x125 0.359 0.296z 578 578 10781 79.22 2-L 2.50x188 1.809 0.495z 2426 3494 54279 75.02 2-L 2.00x166 1.273 0.395z 26937 36730 38187 55.02 1-L 1.50x125 0.359 0.296z 578 578 10781 64.16 1-L 1.75x143 0.480 0.346z 7711 8992 14402 75.02 2-L 2.50x250 2.375 0.491z 3347 4563 71250 72.52 2-L 2.00x250 1.875 0.391z 41659 54914 56250 55.02 1-L 1.50x109 0.315 0.297z 529 529 9454 62.55 1-L 1.50x188 0.529 0.293z 7563 8598 15860 94.74 2-L 3.00x500 5.500 0.584z 4178 7195 165000 Compressive Shear Force Allow lbs lbs lbs 44144 76013 78580 1350 1601 3984 3845 4113 26573 37317 53248 54006 1102 1236 4031 3421 3421 4024 2986 4260 22503 22945 34726 35607 3202 3202 3386 896 957 3533 1979 2995 6653 16422 24853 31014 754 810 3491 2974 2974 3030 1090 1649 3834 2117 3076 5246 2856 2856 3030 501 566 3972 6393 9289 10814 1110 1606 2426 651 651 2788 13081 18921 19087 1897 2732 4235 344 383 3243 2564 2564 2789 19623 28256 32446 2843 3877 19457 2504 2504 2789 214 249 3732 34098 46494 46538 3613 4763 30005 2398 2398 2461 283 322 3113 48674 83814 101997 Available Weld (in) Top/Sottm 16.6/16.6 4.2/ 4.5 12.3/12.3 14.5/14.5 3.8/ 4.1 3.5/ 3.5 14.5/14.5 15.1/15.1 3.5/ 3.5 3.5/ 3.7 15.1/15.1 15.0/15.0 3.5/ 3.7 3.5/ 3.5 4.7/ 5.3 14.7/14 .7 3.5/ 3.5 3.8/ 4.1 14.6/14.6 4.4/ 4.8 3.5/ 3.5 14.6/ia. 6 4.6/ 5.1 3.6/ 3.8 3.5/ 3.5 14.6/14.6 14.0/14.0 3.5/ 3.5 3.9/ 4.2 14 .0/14.0 13.7/13.7 3.5/ 3.5 3.6/ 3.8 16.6/16.6 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 10 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5' 7.125 79.125 pp 6.000 8.000 Y H 011.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -165 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type - 3'8 8000 31 8 Ul SJI 0'o -5000 3'8 Ui Dead -3000 01 0 3'8 Ui Live 3000 0'O 3'8 Ui +/-W -8000 71 0 108 U3 SJI - 0'O 5000 108 U3 Dead 0'o -3000 108 U3 Live 3000 o'o 10'8 U3 +/-w -8000 71 0 17'8 U4 SJi - 0'O 5000 171 8 U4 Dead 0'o 171 8 U4 Live -3000 3000 0'o 171 8 U4 +/-w -8000 6'11 241 7 U5A SJI -5000 01 0 241 7 U5A Dead - 0'O 3000 241 7 U5A Live 3000 01 0 24'7 U5A +/-W -8000 6 '11 31'6 U7 SJI -5000 oo 31'6 U7 Dead 0'o -3000 31'6 U7 Live 3000 OTO 31'6 U7 +/-w -8000 71 0 38'6 U8 SJI -5000 0'O 38'6 U8 Dead -3000 oo 38'6 U8 Live 0'o 3000 38'6 U8 +/-w -8000 7,3 451 9 U9A SJI -5000 00 45'9 U9A Dead 3000 01 0 45'9 U9A Live Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 11 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan 3000 0 1 0 45'9 u9A +/-W -8000 7 1 3 '0 53'0 Ull SJI -5000 53'0 Ull Dead -3000 0 1 0 o ,o 53'0 Ull Live 3000 713 530 Ull +/-W -8000 , 60'3 U13 SJI -5000 603 U13 Dead -3000 0 1 0 60'3 U13 Live 3000 0 1 0 7T0 60'3 U13 +/-W -8000 67'3 U14 SJI -5000 0 1 0 67'3 U14 Dead -3000 0 1 0 o ,o 67T3 U14 Live 3000 7'O 67'3 U14 +/-W -8000 o ,o 7413 U15A SJI -5000 o ,o 74'3 U15A Dead -3000 o ,o 7413 U15A Live 3000 '6 7413 U15A +/-W -8000 7519 U16 SJI -5000 0 1 0 o ,o 7519 U16 Dead -3000 o ,o 759 U16 Live 3000 6'S 75'9 U16 +/-W -8000 TO 821 2 U17A SJI -5000 82'2 U17A Dead -3000 0 1 0 821 2 U17A Live 3000 0 1 0 2 1 2 U17A +/-W 4 '1-3/8 end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1031.375 in Design length-10336 # Minimum Shear 55.018 in Effective Depth 37901 in4 Ix 35000 in4 Minimum Ix 48.000 in Clear Depth L/-2791 Live Defl L/-1020 SJI Defl 271424 in-#Moment 1.000 in Chord gap 3.078 in Camber 20.500 in Interior Panel 42.000 in Left end 47.375 in Right end 9 Web Vees -37593 # SJI reaction -42092 # SJI reaction 15058 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl p Chord: 6x750+lP A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409' Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 Center: L = 42.000 P =-241220 Pnx/o=-688926 M = 1879 6 Fillers 18th: L = 27.000 P = -27199 Pnz/cl=-732535 No Fillers g end panl: L = 42.000 P =-241220 Pnx/=-688926 M = 1879 Filler Reqd irst point: P =-241220 Pn/Q =-746280 M = 5357 p end panl: L = 47.375 P = -4690 Pnx/= 722456 M = 3829 Filler Reqd Last point: P = -4690 Pn/Q =-671652 M = 3938 hord shear: V = 37317 C = 230067 fv = 4146 fc = 9249 f = 6211 aring seats: Tag End Opposite End t Chord: 6x750+lP Ix=125. 844 Center: L =120.500 hord shear: V = 44144 8.00x750 Weld 23.86" 8.00x750 Weld 4.35" A = 24.876 Y = 2.491 Iy=144.339 Rx = 2.249 P = 16243 Pn/c = 746280 T = 71053 fv = 4905 Fy = 50000 Q = 1.000 Ry = 2.409 Rz = 1.270 ft = 2856 f = 5109 Sevco Joist Co Page 3 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 12 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86! 3.375 Special Crimped angle Parallel chord Deep longspan Web Angl Lngth Shear Force Member Area R Pn/c2 Weld T-Av1W-B T 1 54.5 94.7 4197 7226 2L 3.00x375 4.219 0.913x 126563 8.2 16.6/16.6 V 1 32.6 65.3 -1350 -1601 lL 2.00x125 0.484 0.398z -3984 2.4 4.2/ 4.5 C 1 20.8 58.8 -3845 -4113 2L 2.00x176 1.346 0.619x -26573 7.5 12.3/12.3 T 2 45.5 78.5 3511 5009 2L 3.00x227 2.621 0.934x 78628 7.9 14.5/14.5 V 2 27.0 61.7 -1102 -1236 1L 1.75x143 0.480 0.346z -4031 2.0 3.8/ 4.1 C 2 45.5 78.5 -2986 -4260 2L 2.00x205 1.556 0.615x -22503 7.1 14.5/14.5 T 3 48.6 83.3 2528 3827 2L 2.50x212 2.030 0.775x 60903 5.5 15.1/15.1 V 3 0.0 55.0 -3421 -3421 lL 1.50x188 0.529 0.293z -4024 0.6 3.5/ 3.5 C 3 48.6 83.3 -1979 -2995 2L 1.50x155 0.882 0.461x -6653 5.2 15.1/15.1 T 4 48.6 83.3 1642 2486 2L 2.50x188 1.809 0.778x 54279 4.5 15.0/15.0 V 4 0.0 55.0 -3202 -3202 1L 1.50x155 0.441 0.295z -3386 0.7 3.5/ 3.5 C 4 48.6 83.3 -1090 -1649 1L 2.00x166 0.636 0.395z -3834 2.9 4.7/ 5.3 T 5 46.5 79.9 629 915 2L 1.50x109 0.630 0.467x 18907 1.0 14.7/14.7 V 5 20.4 58.7 -896 -957 1L 1.50x188 0.529 0.293z -3533 1.5 3.5/ 3.7 t Uplift: Top Chord Center: P = 61881 Pn/Q = 746280 Bot Chord Center: P =-206690 Pnz/n=-386394 No Fillers end Web Diagonal: P = -76013 Pnx/c2= -78580 Job #S708-17 Seyco Joist Co, Sheet of ASAT 12 COLD STORAGE Shop Order V2.2.1.2 12/ ark J1 - 60DLH248/112/-165 x 86'3-3/8 - Quantity Material Length ord gap = 1 (2) 2 TC IL 6x750+1P 87 1 3-3/8 mber = 3-1/16 (2) 2 BC IL 6x750+1P 75'1-1/8 mt Gray idging: Top: 2 SJI, 3 SSR (2) 2 TB ii 8.00x750 0'7 ttom: 4 SJI, 4 1stPP, 2 Spaced (2) 2 OB IL 8.00x750 1'5 058# Each (1) 1 A j 2.00x166 61 11-1/4 ngth Hole-to-Hole = 85'8-1/4 (1) 1 B U 2.00x166 61 6-7/8 (1) 1 C U 2.00x125 5'6-3/4(2) 2 U ii 2.50x212 61 10-1/4 (1) 1 D U 1.75x143 68 (2) 2 V IL 2.50x188 69-3/4 (1) 1 E U 1.75x143 51 6 (2) 2 W IL 2.50x188 6'6-1/4 (1) 1 F U 1.75x143 5'4-1/4(2) 2 X IL 2.00x250 61 0-1/4 (1) 1 G U 1.75x143 5'3-7/8(2) 2 Y ii 2.00x205 61 6-1/8 (1) 1 H U 1.50x188 5'4-3/4(2) 2 Z IL 2.00x176 61 7-1/8 (1) 1 I U 1.50x188 5'3-5/8(2) 2 [ IL 2.00x176 4 1 11-7/8 (1) 1 J u 1.50x188 5'1-3/4(2) 2 \ IL 2.00x166 6'2-3/4 (1) 1 K j 1.50x188 5'1-1/2(2) 2 J11 1.75x143 61 7-1/4 (1) 1 L U 1.50x188 4'11-1/(2) 2 JL 1.50x155 6'11 1 M U 1.50x155 4 1 11-1/(2) 2 - IL 1.50x109 6'8 2 N U 1.50x137 4 1 11-1/(2) 2 End fillers 3 0 U 1.50x125 4'11-1/(6) 6 TC fillers 1 P U 1.50x109 4'11-1/2 2 Q JL 3.00x500 7'10-1/4 (2) 2 R IL 3.00x375 7'10-1/4 (2) 2 5 11 3.00x227 6'4-3/8 (2) 2 T 11 2.50x250 6'1-5/8 g End Bearing: Opposite End Bearin Long + 0'l type E TCX = 0'7 6 Long + 0'll type E TCX = 1 Deep 8 De ld 2 bottom angle back 5'8-1/8(BCx) Hold 2 bottom angle back 6'6-1/8(BC 13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage @ 15-5/8, 11-1 3 862-3/E 8'5 13'l 22'11-1/2 28'2 33'4-1/2 43'5 483 57 1 10 621 7 711 7 75'lo 82'3 3'9 I 10 1 9 17'9 248 31'7 387 45 10 I 53'l I 60'4 67'4 74'41 79'9-l/ 3 1 1 2D 1 2K 1 1 )2A2 1 A 2 K1 /8' 3-3 \\C KGL ± -x I/ OEA PH MK JN R Y u V\ A D Z B\ w \T : 6'8-1/8 2211-1/2 43'5 62 1 7 799_7/4 5'8-1/8 13'1 33'4-1/2 53'0-1/2 71 1 7 80'9-1/4 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 14 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 6ODLI-I248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL ag 6.000 8.000 Y E 0' 1.000 2 6' 1.875 85.813 pp 6.375 8.000 Y E 0'11.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 4000 3'8 - 31 8 Dl SJI -2000 01 0 3'8 Dl Dead, Live 2000 010 3'8 Dl +/-W -4000 7 1 0 108 UlB SJI -2000 01 0 10'8 U1B Dead, Live 2000 0 1 0 10'8 U1B +/-W -4000 71 0 178 U3 SJI -2000 01 0 178 U3 Dead, Live 2000 01 0 17'8 U3 +/-W - 6'll 4000 241 7 D5 SJI 0'o -2000 241 7 U5 Dead, Live 2000 0'O 24 1 7 U5 +/-w - 6'11 4000 316 U6 SJI 0'o -2000 31'6 U6 Dead, Live 2000 01 0 31'6 U6 +/-W -4000 7 1 0 38'6 U7A SJI - 0'O 2000 38'6 U7A Dead, Live 2000 01 0 386 U7A +/-W -4000 71 3 4519 U9 SJI -2000 01 0 45'9 U9 Dead, Live 2000 01 0 45'9 t39 +/-W -4000 71 3 53'0 ulO SJI -2000 01 0 53'0 UlO Dead, Live 2000 0 1 0 530 UlO +/-W -4000 71 3 60'3 UllA SJI -2000 0'O60'3 UllA Dead, Live 2000 0 10 601 3 UllA +/-w Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 15 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan -4000 71 0 01 0 67'3 U13 SJI -2000 0 1 0 67'3 U13 Dead, Live 2000 71 0 67'3 U13 +/-W -4000 01 0 74'3 U15 SJI -2000 01 0 7413 U15 Dead, Live 2000 21 10 74'3 U15 +/-W -8000 01 0 77 1 1 U15A SJI -5000 01 0 77 1 1 U15A Dead -3000 01 0 77 1 1 U15A Live 3000 101 7 77 1 1 U15A +/-W -4000 01 0 871 8 U17 SJI -2000 01 0 871 8 U17 Dead, Live 2000 51 0 871 8 U17 +/-w -4000 01 0 92'8 U17A SJI -2000 0'O 928 U17A Dead, Live 2000 1 1 7-1/8 921 8 U17A +/-W p chord panels: (in) 1@44.00 1@41.81 1842.19 1@20.94 1@63.06 1855.38 1827.62 1@27.69 1855.31 1@64.50 1@19.50 1@45.00 1@42.00 1822.50 1@64.50 1@57.00 1@30.00 1827.00 1@57.00 1@59.00 1@25.00 1@34.00 2@63.50 1@60.00 1@19.13 t chord panels: (in) Ep=85.81 1@126.19 1@110.69 1@119.81 1@129.00 1@121.50 18114.00 18118.00 1@127.00 Ep=79.13 60.000 in Deep 1127.125 in Design length -4588 # Minimum Shear 55.018 in Effective Depth37901.269 1n4 Ix 35000.00 in4 Minimum Ix 48.000 in Clear Depth L/-3803 Live Defl L/-2079 SJI Defl 941835 in-#Moment 1.000 in Chord gap 3.676 in Camber 16181 # Total weight 30.000 in Centroid ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E nd factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions:-14527 -8641 -6131 -8396 0 0 13656 0 Pounds ight end reactions:-19180 -8641 -9095-10084 0 0 15344 0 Pounds p bridging rows: 2 per SJI 3 if deck provides no lateral support. t bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 16 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan p Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409' Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 15505 P = 226284 fv = 1723 fc = 9096 f = 4864 end fillers, 7 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen o 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 32790 253405 2694 33.1z 27694 820688 261702 0.046 0.368 0.002 0.369 1 60.00 32790 253405 3725 30000 0.046 0.340 0.003 0.343 0.00 41.81 30111 244153 1027 24.7z 27714 828045 264048 0.041 0.354 0.001 0.355 1A 60.00 30111 244153 3254 30000 0.042 0.327 0.003 0.330 0.00 42.19 30111 234306 2221 24.9z 28669 1446095 259387 0.042 0.329 0.001 0.330 lB 60.00 32904 234306 1499 30000 0.045 0.314 0.001 0.315 0.00 20.94 32904 226284 1644 12.4z 29666 5870617 1053016 0.046 0.307 0.001 0.308 2 60.00 67470 226284 5199 30000 0.094 0.303 0.005 0.308 2.35 63.06 67470 210302 4199 37.2z 27107 647170 116083 0.094 0.312 0.002 0.314 3 60.00 67470 210302 6951 30000 0.095 0.282 0.006 0.288 0.00 55.38 67470 196418 2652 32.7z 27744 839288 150544 0.093 0.285 0.002 0.286 4 60.00 92045 196418 3590 30000 0.126 0.263 0.003 0.267 2.50 27.62 92045 182157 77 16.3z 29422 3372726 604968 0.123 0.249 0.000 0.249 5 60.00 92045 182157 199 30000 0.123 0.244 0.000 0.244 0.00 27.69 90190 176092 121 16.4z 29419 3356909 602131 0.121 0.241 0.000 0.241 5A 60.00 90190 176092 3520 30000 0.123 0.236 0.003 0.239 0.00 55.31 90190 166363 2580 32.7z 27749 841262 150898 0.123 0.241 0.002 0.243 6 60.00 106406 166363 7127 30000 0.147 0.223 0.007 0.230 2.36 64.50 106406 149233 4407 38.1z 26980 618597 110958 0.147 0.222 0.003 0.225 7 60.00 106406 149233 5555 30000 0.146 0.200 0.005 0.205 0.00 19.50 106406 139386 1939 11.5z 29711 6769771 1214297 0.144 0.189 0.001 0.190 7A 60.00 107694 139386 1636 30000 0.145 0.187 0.002 0.188 0.00 45.00 107694 131539 2305 26.6z 28490 1270839 227951 0.146 0.186 0.002 0.187 8 60.00 114731 131539 4218 30000 0.157 0.176 0.004 0.180 2.16 42.00 114731 119782 1899 24.8z 28681 1459140 261727 0.156 0.168 0.001 0.169 9 60.00 114731 119782 1097 30000 0.154 0.161 0.001 0.162 0.00 22.50 113245 112552 1464 13.3z 29615 5082904 911723 0.153 0.153 0.001 0.154 9A 60.00 113245 112552 5466 30000 0.155 0.151 0.005 0.156 0.00 64.50 113245 102353 4375 38.1z 26981 618674 110972 0.156 0.152 0.003 0.155 10 60.00 113245 102353 7279 30000 0.157 0.137 0.007 0.144 2.20 57.00 110049 88290 2807 33.7z 27615 792089 142077 0.150 0.129 0.002 0.130 11 60.00 110049 88290 3894 30000 0.150 0.118 0.004 0,122 0.00 30.00 110049 78092 312 17.7z 29319 2860023 513004 0.148 0.107 0.000 0.107 hA 60.00 112054 78092 130 30000 0.150 0.105 0.000 0.105 0.00 27.00 112054 70958 155 15.9z 29447 3529899 633160 0.150 0.097 0.000 0.097 12 60.00 112054 70958 4056 30000 0.153 0.095 0.004 0.119 2.42 57.00 99308 62961 3088 19.0x 29218 792200 142097 0.136 0.043 0.002 0.045 13 60.00 99308 62961 6554 30000 0.137 0.084 0.006 0.090 0.00 59.00 99308 49363 3459 19.7x 29163 739300 132609 0.136 0.034 0.002 0.036 14 60.00 99308 49363 4514 30000 0.136 0.066 0.004 0.113 2.38 25.00 79967 42349 431 8.3x 29848 4118543 738745 0.108 0.029 0.000 0.029 15 60.00 79967 42349 92 30000 0.107 0.057 0.000 0.057 0.00 34.00 77702 35942 320 11.3x 29719 2226365 399344 0.104 0.024 0.000 0.025 15A 60.00 77702 35942 5456 30000 0.108 0.048 0.005 0.053 0.00 63.50 77702 26203 4017 21,2x 29032 638233 114480 0.108 0.018 0.003 0.021 16 60.00 77702 26203 7345 30000 0.109 0.035 0.007 0.136 2.39 Seyco Joist Co, Page 4 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05 /17 Page 17 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLI-I248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan p Chord, continued nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs jj _______ psi psi psi UnitV Axial Bend Unity Eccen 63.50 32613 18963 3327 21.2x 29032 638314 114495 0.047 0.013 0.002 0.015 17 60.00 32613 18963 6833 30000 0.048 0.025 0.006 0.032 0.00 60.00 32613 11358 3511 20.0w 28479 402137 128234 0.047 0.008 0.002 0.010 17A 60.00 36498 12517 4745 30000 0.052 0.017 0.004 0.021 0.00 17.13 36498 12517 1198 7.6x 29873 4936459 1574142 0.050 0.008 0.001 0.009 18 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 g end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St 96.51 Sb = 98.43 pe "E" 0! 1.000 long. = 93 fb-= 1 tal defi = 0.0000 Live defi = 0.0000 p end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0'11.000 long. = 1746 fb- = 18 tal defi = 0.0000 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 18 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 8.00x750 Weld 23.74" Opposite End 8.00x750 Weld 2.33" t Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 21524 P = 49922 fv = 2392 fc = 2007 f = 2594 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression -Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# psi psi psi UnitV Axial Bend Unity Eccen 1 0.00 0 0 0 30000 0.130 0.000 0.000 0.000 0.67 126.19 21078 49922 0 89.4z 16718 112244 28992 0.028 0.120 0.000 0.120 3 0.00 33351 79528 0 30000 0.118 0,107 0.000 0.107 1.33 110.69 33351 79528 0 78.4z 19131 145876 37679 0.045 0.167 0.000 0.167 5 0.00 41185 99474 0 30000 0.123 0.133 0.000 0.133 1.39 119.81 41185 99474 0 84.9z 17709 124504 32159 0.055 0.226 0.000 0.226 7 0.00 45412 110924 0 30000 0.117 0.149 0.000 0.149 1.25 129.00 45412 110924 0 91.4z 16283 107402 27741 0.061 0.274 0.000 0.274 9 0.00 45412 113370 0 30000 0.116 0.152 0.000 0.152 1.36 121.50 45096 113370 0 86.1z 17446 121071 31272 0.060 0.261 0.000 0.261 11 0.00 45096 113370 0 30000 0.120 0.152 0.000 0.152 1.43 114.00 40514 105434 0 80.8z 18616 137530 35523 0.054 0.228 0.000 0.228 13 0.00 40514 105434 0 30000 0.119 0.141 0.000 0.141 1.32 118.00 32058 89382 0 83.6z 17992 128359 33154 0.043 0.200 0.000 0.200 15 0.00 32058 89382 0 30000 0.143 0.120 0.000 0.120 1.18 127.00 19030 54741 0 90.0z 16592 110811 28622 0.025 0.133 0.000 0.133 17 0.00 0 0 0 30000 0.155 0.000 0.000 0.000 0.75 Seyco Joist Co, Page 6 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 19 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan ation Web Slope -Li Cl 56.72 -Li Vi 37.23 -Li V2 0.00 -Li V3 37.48 -Li Ti 48.93 -L3 C2 48.90 -1.3 V4 0.00 -L3 T2 45.19 -L5 C3 45.15 -L5 V5 26.71 -L5 V6 0.00 -1.5 T3 45.15 -1.7 C4 49.54 -1.7 V6 0.00 -1.7 V7 19.51 -L7 T4 49.54 -1.9 CS 49.54 -1.9 V8 22.24 -1.9 V9 0.00 -L9 T5 49.54 -Lii T6 46.01 -LU V9 0.00 A-LU VIO 28.60 -LU C6 46.01 -L13 T7 46.01 -1,13 VS 0.00 -L13 C7 47.00 -L15 T8 47.00 -1,15 Vii 31.72 A-1,15 V9 0.00 -LiS C8 49.09 -L17 T9 49.09 -L17 V9 0.00 A-L17 V12 47.48 -L17 C9 54.50 Meld Thick x Length 25x5. 3 11x2 .4 ilxi .1 11x2 .4 .13x6. 1 25x3. 2 1ix2 .9 19x3.1 .17x3. 7 13x1 . 9 13x0. 9 .13x3. 7 13x2 .7 13x0. 9 lixi .9 lix2 .4 i5xl .3 iixi .9 1ix0.9 i1x2 .4 i3x2 .4 ilx0.9 iixi .9 14x2 .3 13x2 .9 lixi . 9 .16x3. 0 19x2 .8 lixi .9 lix2 .3 .19x5. 5 .14x6. 9 lixi .9 11x2 .4 25x6.0 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 100.26 2-1. 3.00x250 2.875 0.592z 9767 17799 86250 69.10 2-L 1.25x109 0.521 0.247z 3525 4428 15637 55.02 2-L 1.25x109 0.521 0.247z 644 644 15637 69.33 2-L 1.25x109 0.521 0.247z 3642 4590 15637 83.74 2-1. 2.00x125 0.969 0.398z 14945 22745 29063 83.69 2-L 2.00x250 1.875 0.391z 6996 10642 56250 55.02 2-1, 1.50x109 0.630 0.297z 3329 3329 18907 78.06 2-1. 1.50x188 1.057 0.293z 12260 17394 31719 78.02 2-L 2.00x166 1.273 0.395z 5423 7689 38187 61.59 2-L 1.00x125 0.469 0.196z 3687 4127 14063 55.02 2-L 1.00x125 0.469 0.196z 636 636 14063 78.01 2-L 1.50x125 0.719 0.296z 9661 13699 21563 84,78 2-L 2.00x125 0.969 0.398z 2849 4391 29063 55.02 2-L 1.00x125 0.469 0.196z 644 644 14063 58.37 2-1, 1.00xi09 0.412 0.196z 3634 3856 12367 84.78 2-L 1.25x109 0.521 0.247z 3341 5148 15637 84.78 2-L 1.50x155 0.882 0.295z 1146 1765 26459 59.44 2-L 1.00x109 0.412 0.196z 3634 3927 12367 55.02 2-1, 1.00x109 0.412 0.196z 667 667 12367 84.78 2-L 1.25x109 0.521 0.247z 1553 2393 15637 79.22 2-L 1.25x125 0.594 0.246z 3786 5451 17813 55.02 2-L 1.00x109 0.412 0.196z 667 667 12367 62.66 2-L 1.00x109 0.412 O, 196z 3677 4188 12367 79.22 2-L 1.75x143 0.960 0.346z 3669 5283 28803 79.22 2-L 1.50x125 0.719 0.296z 6342 9132 21563 55.02 2-L 1.00X109 0.412 0.196z 3343 3343 12367 80.67 2-L 2.00x156 1.199 0.396z 5240 7684 35980 80.67 2-L 1.50x188 1.057 0.293z 9052 13272 31719 64.68 2-1. 1.00x109 0.412 0.196z 3666 4309 12367 55.02 2-1. 1.00x109 0.412 0.196z 7447 7447 12367 84.02 2-L 2.50x188 1.809 0.495z 6952 10617 54279 84.02 2-L 2.00x143 1.103 0.396z 19276 29436 33093 55.02 2-L 1.00x109 0.412 0.196z 3300 3300 12367 81.41 2-L 1.25x109 0.521 0.247z 3563 5272 15637 94.74 2-L 3.00x250 2.875 0.592z 9767 16819 86250 Compressive Shear Force Allow lbs lbs lbs 21524 39223 42795 2094 2630 3997 3649 3649 6279 1944 2450 3971 7332 11159 12325 15505 23584 24361 2254 2254 9705 5749 8157 8994 12804 18156 18480 1802 2017 2847 3299 3299 3568 4108 5825 6241 6414 9883 12118 3174 3174 3568 1676 1778 2805 1493 2300 2656 3920 6040 6418 1574 1700 2705 3020 3020 3157 586 902 2656 2334 3361 3441 2898 2898 3157 1337 1522 2434 6894 9926 10997 4000 5760 6053 1509 1509 3157 9606 14085 16522 5573 8171 8422 1181 1388 2285 511 511 3157 20080 30665 30747 7435 11353 14212 1315 1315 3157 1105 1634 2880 26036 44833 52879 Available Weld (in) Top/Eottm 17.3/17.3 13.1/13.1 11.6/11.6 13.1/13.1 15.0/15.0 15.1/15.1 11.9/11.9 14.3/14.3 14.3/14.3 12.0/12.0 11.4/il. 4 14.4/14.4 15.3/15.3 11.4/il. 4 11.6/il. 6 15.3/15.3 15.3/15.3 11.7/il. 7 11.4/11.4 15.4/15.4 14.5/14.5 11.4/il. 4 12.1/12.1 14.5/14.5 14.5/14.5 11.4/11.4 14.7/14.7 14.7/14.7 12.4/12.4 11.4/11.4 15.2/15.2 15.2/15.2 11.4/11.4 14.9/14.9 16.5/16.5 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:29 Entered 09/29/17 Revised 12/05/17 Page 20 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 6' 1.875 85.813 pp 6.375 8.000 Y E 011.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 3'8 3'8 Ui SJI -2000 01 0 3'8 Ui Dead, Live 2000 01 0 3'8 tJ1 +/-W -4000 7 1 0 108 U1B SJI -2000 01 0 108 U1B Dead, Live 2000 01 0 108 U1B +/-W -4000 7 1 0 178 U3 SJI -2000 01 0 178 U3 Dead, Live 2000 01 0 17'8 U3 +/-W -4000 6'11 24'7 US SJI -2000 0 1 0 24 1 7 U5 Dead, Live 2000 01 0 24 1 7 U5 +/-W -4000 6'11 31'6 U6 SJI -2000 01 0 31'6 U6 Dead, Live 2000 0 1 0 31'6 U6 +/-W -4000 71 0 38'6 U7A SJI -2000 01 0 38'6 U7A Dead, Live 2000 01 0 38'6 U7A +/-W -4000 7,345'9 U9 SJI -2000 0 1 0 45'9 U9 Dead, Live 2000 0 1 0 45'9 U9 +/-W -4000 7 ,3 53'0 U10 SJI -2000 01 0 53'0 U10 Dead, Live 2000 01 0 53'0 U10 +/-W -4000 71 3 60'3 U11A SJI -2000 0 1 0 60'3 U11A Dead, Live 0'0 2000 60'3 U11A +/-W Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:29 Entered 09/29/17 Revised 12/05/17 Page 21 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan -4000 710 67'3 U13 SJI -2000 0 1 0 010 67'3 U13 Dead, Live 2000 7 1 0 67'3 U13 +/-W -4000 010 74'3 U15 SJI -2000 o'o 7413 t315 Dead, Live 2000 2'l 74T3 U15 +/-W -8000 0' 77 1 1 U15A SJI -5000 0'O 77 1 1 U15A Dead -3000 0'O 77'1 tJ15A Live 3000 10'7 771 1 tJ15A +/-W -4000 0'O 87'8 U17 SJI -2000 010 87'8 U17 Dead, Live 2000 87'8 U17 +/-W -4000 5 1 0 0'O 921 8 U17A SJI -2000 o ,o 928 U17A Dead, Live 2000 1 1 7-1/8 921 8 U17A +/-W end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1127.125 in Design length -4588 # Minimum Shear 55.018 in Effective Depth 37901 in4 Ix 35000 in4 Minimum Ix 48.000 in Clear Depth L/-3803 Live Defl L/-2079 SJI Defl 941835 in-#Moment 1.000 in Chord gap 3.676 in Camber 29.000 in Interior Panel 42.000 in Left end 17.125 in Right end 9 Web Vees -14527 # SJI reaction -19180 # SJI reaction 16181 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl p Chord: 6x750+lP A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 4091! Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 Center: L = 42.000 P =-253405 Pnx/Q=-688926 M = 2694 7 Fillers 18th: L = 27.002 P = -70958 Pnz/n=-732533 No Fillers g end pani: L = 42.000 P =-253405 PnxR=-688926 N = 2694 Filler Reqd irst point: P =-253405 Pn/ =-746280 M = 3725 p end pani: L = 17.125 P = -12517 Pnx/= 743123 M = 1198 Filler Reqd Last point: P = -12517 Pn/C2 =-671652 N = 4745 hord shear: V = 15505 C = 226284 Lv = 1723 fc = 9096 f = 4864 aring seats: Tag End 8.00x750 Weld 23.7411 Opposite End 8.00x750 Weld 2.33!! t Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 Center: L =129.000 P = 45412 Pn/n = 746280 herd shear: V = 21524 T = 49922 fv = 2392 ft = 2007 f = 2594 Web Angi Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 56.7 100.3 9767 17799 2L 3.00x250 2.875 0.930x 86250 5.3 17.3/17.3 V 1 37.2 69.1 -2094 -2630 2L 1.25x109 0.521 0.387x -3997 2.4 13.1/13.1 C 1 48.9 83.7 -7332 -11159 2L 2.00x125 0.969 0.626x -12325 6.1 15.0/15.0 T 2 48.9 83.7 6996 10642 2L 2.00x250 1.875 0.609x 56250 3.2 15.1/15.1 V 2 0.0 55.0 -3649 -3649 2L 1.25x109 0.521 0.387x -6279 1.1 11.6/11.6 C 2 45.2 78.1 -5749 -8157 2L 1.50x188 1.057 0.457x -8994 3.1 14.3/14.3 T 3 45.2 78.0 5423 7689 2L 2.00x166 1.273 0.620x 38187 3.7 14.3/14.3 V 3 37.5 69.3 -1944 -2450 2L 1.25x109 0.521 0.387x -3971 2.4 13.1/13.1 C 3 45.2 78.0 -4108 -5825 2L 1.50x125 0.719 0.465x -6241 3.7 14.4/14.4 T 4 49.5 84.8 2849 4391 2L 2.00x125 0.969 0.626x 29063 2.7 15.3/15.3 V 4 0.0 55.0 -2254 -2254 2L 1.50x109 0.630 0.467x -9705 2.9 11.9/11.9 N. C 4 49.5 84.8 -1493 -2300 2L 1.25x109 0.521 0.387x -2656 2.4 15.3/15.3 t Uplift: Page 22of 122 Top Chord Center: P = 32790 Pn/Q = 746280 Bot Chord Center: P =-110924 Pnz/O=-350976 No Fillers end Web Diagonal: P = -39223 Pnx/n= -42795 Job #S708-17 Seyco Joist Co, Sheet of ASAT 12 COLD STORAGE Shop Order V2.2.1.2 12/ ark J2 - 60DLH248/112/-184 x 94'3-1/8 Quantity Material Length ord gap = 1 (2) 2 TC IL 6x750+lP 95'3-1/8 mber = 3-5/8 (2) 2 BC IL 6x750+1P 82'6-1/8 mt Gray idging: Top: 2 SJI, 3 SSR (2) 2 TB ii 8.00x750 0'7 ttom: 4 SJI, 4 1stPP, 2 Spaced (2) 2 OB IL 8.00x750 1'5-3/8 181# Each (2) 2 A JL 3.00x250 8'3-1/2 ngth Hole-to-Hole = 931 8 (2) 2 B JL 3.00x250 7'9-3/8 (2) 2 C 11 2.50x188 6'10-5/(2) 2 U 1.25x109 5'10 (2) 2 D IL 2.00x250 6'10-5/(2) 2 V IL 1.25x109 5'9 3/4 (2) 2 E IL 2.00x166 6'4-7/8(2) 2 W IL 1.25x109 4'9-1/2 (2) 2 F JL 2.00x156 6'7-7/8(2) 2 X IL 1.00x125 5'3 (2) 2 G 11 2.00x143 6'11-1/(4) 4 Y pp 1.00x125 4'9-1/2 (2) 2 H IL 2.00x125 6'11-7/(2) 2 Z IL 1.00x109 5'53/4 (2) 2 I IL 2.00x125 6'10 (2) 2 [ JL 1.00x109 5'3-7/8 (2) 2 J JL 1.75x143 6'6-1/4(2) 2 \ JL 1.00x109 5'1 (2) 2 K 11 1.50x188 6'7-7/8(2) 2 1 ii 1.00x109 51 0 (2) 2 L IL 1.50x188 6'5-5/(10) 10 IL 1.00x109 4'9-1/2 (2) 2 M IL 1.50x155 7 1 0 (2) 2 End fillers (2) 2 N JL 1.50x125 6'6-7/8(7) 7 TC fillers (2) 2 0 pp 1.50x125 6'5-3/4 (2) 2 p IL 1.50x109 4'9-1/2 (2) 2 Q IL 1.25x125 61 7-1/4 (2) 2 R JL 1.25x109 7'05/8 (2) 2 5 pp 1.25x109 7'0-3/8 (2) 2 T p 1.25x109 6'9-5/8 g End Bearing: Opposite End Bearin Long + 0'l type E TCX = 01 7 6-3/8 Long + 0'll type E TCX = 1 1 5-3 Deep 8 De id 2 bottom angle back 6'2-7/8(BCX) Hold 2 bottom angle back 66-1/8(BC 13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 0 15-5/8, 11-1 3 94'2l/ 7'2-7/8 12'6 22'4-326'11-3/4 36'11-1/2 42'4 47'8-1/2 57'10 621 7 7213 77'2 871 9 3'9 101 9 17 1 9 I 248 31 1 7 3817 I 45'10 53'1 60 4 67'4 74'4 82'5-1/2 92's x--x J\ 2 A2 1 A '1 2A2K1 A i -x: -Á 2 Q'3-1 V W U / \x Yl A \ /I D L Eli 0 H S M Ii R Q N I F KI C G 6 1 7 4 4 44 3 3 23 3 3 3 3 6 6 7 26'11-3/4 47'8-1/2 67 4 5'2-7/8 17'9 3611-1/2 57'10 77'2 88'9 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/2 9 /17 Revised 12/05/17 Page 24 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL ag 6.000 8.000 Y E 0' 1.000 2 5' 4.625 76.625 pp 6.375 8.000 Y E 0' 8.250 2 51 4.625 76.625 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point 83'6 -4000 831 6 U17 -2000 01 0 83'6 U17 2000 01 0 83'6 U17 -4000 5'2 88'8 tJ17B -2000 0 1 0 88'8 U17B 2000 0 1 0 88'8 U17B -8000 1'6 90'2 U18 - 0'O 90'2 U18 5000 -3000 01 0 90'2 U18 3000 01 0 902 U18 -4000 31 8 9310 U19 -2000 01 0 93'10 U19 2000 01 0 93'10 U19 -4000 5'2 991 0 tJ19B -2000 01 0 991 0 tJ19B 0'O 99'O U19B 2000 4 1 1-7/8 BC conc loads: Load Spacing Location Point 10000 88'7 881 7 L18 14'6-7/8 e bridging clip location schedule. Type SJI Dead, Live +/-W SJI Dead, Live +/-W SJI Dead Live +/-W SJI Dead, Live +/-W SJI Dead, Live +/-W Type SJI, Dead p chord panels: (in) 1864.00 1@72.63 14@60.00 1825.38 1@34.63 1@27.38 1818.00 1@44.00 1@35.25 l@26.75 1849.88 t chord panels: (in) Ep=76.63 88120.00 1@26.38 1898.25 Ep=76.63 60.000 in Deep 1233.875 in Design length 1438 # Minimum Shear 58.100 in Effective Depth 7710.811 in4 Ix 0.00 in4 Minimum Ix 53.500 in Clear Depth L/2049 Live Defl L/ 531 SJI Defl 561418 in-#Moment 1.000 in Chord gap 4.405 in Camber 3782 # Total weight 27.691 in Centroid Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17Page25of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E ndfactors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 12827 -9460 8356 4471 0 0 1288 0 Pounds ight end reactions: 1673 -9460 5628 -3954 0 0 9712 0 Pounds p bridging rows: 4 per SJI 7 if deck provides no lateral support. t bridging rows: 6 per SJI 6 starting at first BC panel point. 5 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 26 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan p Chord: 2-L 3.00x375 A = 4.219 Y = 0.887 Fy = 50000 Q = 1.000 idg < 282" Ix= 3.519 Iy= 11.641 Rx = 0.913 Ry = 1.661 Rz = 0.587 lowable tensile stress = 30000 Force = 126563 ord shear: V = 10631 P = 35438 fv = 4725 fc = 8400 f = 6322 end fillers, 18 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Few Fez Bend Interaction - in in lbs lbs in-# psi psi psi Axial Bend Eccen o 6o.00 0 0 0 30000 0.000 0.000 0.000 0.000 62.00 11540 15536 5001 105.7z 13259 62115 25630 0.191 0.278 0.045 0.323 1 60.00 11540 15536 9859 30000 0.174 0.123 0.197 0.320 0.00 72.63 11316 15233 4869 59.6x 18895 45269 18679 0.187 0.096 0.045 0.141 2 60.00 26690 35438 7655 30000 0.275 0.280 0.153 0.433 1.23 60.00 26690 35438 2567 49.3x 25121 117911 27367 0.262 0.334 0.021 0.355 3 60.00 26690 35438 5810 30000 0.260 0.280 0.116 0.396 0.00 60.00 26690 35438 3243 49.3x 25121 117911 27367 0.276 0.334 0.026 0.361 4 60.00 38165 49783 6304 30000 0.355 0.393 0.126 0.519 1.19 60.00 38165 49783 3062 49.3x 25121 117911 27367 0.363 0.470 0.026 0.495 5 60.00 38165 49783 6172 30000 0.353 0.393 0.123 0.517 0.00 60.00 38165 49783 3110 49.3x 25121 117911 27367 0.364 0.470 0.026 0.496 6 60.00 45839 58403 6207 30000 0.414 0.461 0.124 0.586 1.05 60.00 45839 58403 3097 49.3w 25121 117911 27367 0.424 0.551 0.027 0.578 7 60.00 45839 58403 6198 30000 0.414 0.461 0.124 0.585 0.00 60.00 45839 58403 3101 49.3x 25121 117911 27367 0.424 0.551 0.027 0.578 8 60.00 49712 61299 6200 30000 0.445 0.484 0.124 0.608 1.08 60.00 49712 61299 3100 49.3x 25121 117911 27367 0.455 0.578 0.027 0.605 9 60.00 49712 61299 6200 30000 0.445 0.484 0.124 0.608 0.00 60.00 49712 61299 3100 49.3x 25121 117911 27367 0.455 0.578 0.027 0.605 10 60.00 49785 61299 6199 30000 0.445 0.484 0.124 0.608 1.08 60.00 49785 58469 3099 49.3w 25121 117911 27367 0.455 0.552 0.027 0.578 11 60.00 49785 58469 6202 30000 0.446 0.462 0.124 0.586 0.00 60.00 49785 58469 3103 49.3x 25121 117911 27367 0.455 0.552 0.027 0.578 12 60.00 49785 58469 6192 30000 0.445 0.462 0.124 0.586 1.27 60.00 46058 57098 3089 49.3x 25121 117911 27367 0.426 0.539 0.026 0.565 13 60.00 46058 57098 6231 30000 0.416 0.451 0.125 0.576 0.00 60.00 46058 57098 3143 49.3x 25121 117911 27367 0.427 0.539 0.027 0.566 14 60.00 46058 57098 6083 30000 0.415 0.451 0.122 0.573 1.15 60.00 38531 52719 2940 49.3x 25121 117911 27367 0.363 0.497 0.025 0.522 15 60.00 38531 52719 6637 30000 0.360 0.417 0.133 0.549 0.00 60.00 38531 52719 3697 49.3x 25121 117911 27367 0.378 0.497 0.031 0.529 16 60.00 38531 52719 4569 30000 0.343 0.417 0.091 0.508 1.20 25.38 27477 45131 783 32.4z 27779 659239 153010 0.233 0.385 0.006 0.391 17 60.00 27477 45131 868 30000 0.224 0.357 0.017 0.374 0.00 34.63 27203 44928 1526 44.3z 25996 354059 82177 0.245 0.410 0.012 0.421 17A 60.00 27203 44928 2275 30000 0.234 0.355 0.046 0.401 0.00 27.38 27203 44928 646 35.0z 27431 566431 131469 0.228 0.388 0.005 0.393 175 60.00 27367 45050 304 30000 0.219 0.356 0.006 0.362 0.00 18.00 27367 45050 445 23.Oz 28861 1310117 304080 0.225 0.370 0.003 0.373 18 60.00 27367 45050 2568 30000 0.238 0.356 0.051 0.407 1.16 44.00 11784 19316 2054 36.lx 27269 219255 50889 0.134 0.084 0.018 0.102 19 60.00 11784 19316 3326 30000 0.121 0.153 0.067 0.219 0.00 35.25 11416 19044 1175 28.9x 28217 341615 79289 0.114 0.080 0.010 0.090 19A 60.00 11416 19044 743 30000 0.096 0.150 0.015 0.165 0.00 26.75 11416 19044 510 22.0x 28176 333680 137684 0.100 0.080 0.004 0.084 195 60.00 11679 19239 4328 30000 0.129 0.152 0.087 0.239 0.00 Seyco Joist Co, Page 4 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05 /17 Page 27 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan p Chord, continued nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen 47.88 11679 19239 3757 52.4x 24540 104174 42985 0.167 0.093 0.033 0.126 20 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 g end top chord extension: inforced with 2- 3.00x375 Combined properties: = 8.44 Y = 4.00 Ix = 88.78 St = 22.19 Sb = 22.19 pe "E" 0' 1.000 long. = 93 fb-= 4 tal defl = 0.0000 Live defl = 0.0000 p end top chord extension: inforced with 2- 3.00x375 Combined properties: = 8.44 1 = 4.00 Ix = 88.78 St = 22.19 Sb = 22.19 pe "E" 0' 8.250 long. = 1086 fb- = 49 tal defl = 0.0000 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 28 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 1031 1.875 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 3.00x375 Weld 2.03" Opposite End 3.00x375 Weld 2.49" t Chord: 2-L 3.50x375 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 lowable tensile stress = 30000 Force = 149063 ord shear: V = 12095 P = 26119 fv = 4608 fc = 5257 f = 5305 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression -Bending Length Height Force Force Bend k]./r Stress Fex Fez Bend Interaction - in in lbs lbs in-# psi psi psi Unity Axial Bend UnitV Eccen 1 000 0 0 0 30000 0.265 0.000 0.000 0.000 0.17 120.00 26119 19528 0 157.2z 6092 28299 9378 0.175 0.645 0.000 0.645 3 0.00 43326 32902 0 30000 0.291 0.221 0.000 0.221 0.10 120.00 43326 32902 0 100.6x 14320 28299 9378 0.291 0.462 0.000 0.462 5 0.00 54809 42477 0 30000 0.368 0.285 0.000 0.285 0.25 12000 54809 42477 0 100.6x 14320 28299 9378 0.368 0.597 0.000 0.597 7 0.00 60567 48250 0 30000 0.406 0.324 0.000 0.324 0.29 120.00 60567 48250 0 100.6x 14320 28299 9378 0.406 0.678 0.000 0.678 9 0.00 60599 50224 0 30000 0.407 0.337 0.000 0.337 0.27 120.00 60599 50224 0 100.6x 14320 28299 9378 0.407 0.706 0.000 0.706 11 0.00 60599 50224 0 30000 0.407 0.337 0.000 0.337 0.58 120.00 58008 48397 0 100.6x 14320 28299 9378 0.389 0.680 0.000 0.680 13 0.00 58008 48397 0 30000 0.389 0.325 0.000 0.325 0.30 120.00 55335 42770 0 100.6x 14320 28299 9378 0.371 0.601 0.000 0.601 15 0.00 55335 42770 0 30000 0.371 0.287 0.000 0.287 0.15 120.00 49250 33342 0 100.6x 14320 28299 9378 0.330 0.469 0.000 0.469 17 0.00 49250 33342 0 30000 0.330 0.224 0.000 0.224 0.32 26.38 41094 21929 0 34.6z 27492 585793 194132 0.276 0.161 0.000 0.161 18 0.00 41094 21929 0 30000 0.276 0.147 0.000 0.147 0.00 98.25 34346 21929 0 82.3x 18274 42215 13990 0.230 0.242 0.000 0.242 19 0.00 0 0 0 30000 0.334 0.000 0.000 0.000 0.52 ation Web Slope -Li Ti 52.10 -Li Vi 12.26 -Li Cl 45.92 -L3 T2 45.92 -L3 V2 0.00 -L3 C2 45.92 -L5 T3 45.92 -L5 V2 0.00 -L5 C3 45.92 -L7 T4 45.92 -L7 V3 0.00 -L7 C4 45.92 -L9 TS 45.92 -L9 V3 0.00 -L9 C5 45.92 -Lii C6 45.92 -Lii V3 0.00 -Lii T6 45.92 -L13 C7 45.92 -1,13 V3 0.00 -1,13 T7 45.92 -L15 C8 45.92 -L15 V3 0.00 -L15 T8 45.92 -L17 C9 45.92 -L17 V4 30.79 A-L17 VS 0.00 B-L17 V6 25.23 -L17 C10 37.99 -L18 V7 18.11 -L19 CU 53.75 -L19 V8 31.25 A-L19 VS 0.00 B-L19 V9 24.72 -L19 T9 52.10 Seyco Joist Co, Page 6 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 29 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan Weld Thick x Length 19x4.9 14x0. 7 .16x3. 3 i3x3. 9 15x0. 6 .13x3. 0 14x3 .4 1Sx0 .7 19x1 .4 1Sx2 .9 19x0 .5 13xi .5 11x2 .9 .19X0. 6 ilxi .0 lixi .2 19x0. S 17x1.9 i9xl. 4 i9x0 .5 i5x2 .9 13x3. 1 19x0 .5 .14x3. 4 .16x3. 2 14xi .4 13x0 .7 13x1 .5 i4x2.i 14x2.9 i9x4 .1 13x1 .5 13x0. 6 lixi .5 .19X5. 9 Tensile Length Area R Shear Force Allow in Member i.n2 in lbs lbs lbs 94.58 2-L 2.50x188 1.809 0.495z 12095 19689 54279 59.46 1-L 1.75xi43 0.480 0.346z 1032 1056 14402 83.52 2-L 2.00x156 1.199 0.396z 7952 11432 35980 83.52 2-L 2.00x125 0.969 0.398z 9188 13208 29063 58.10 1-L 1.50x155 0.441 0.295z 920 920 13229 83.52 2-L 2.00x125 0.969 0.398z 6015 8647 29063 83.52 2-L 1.75x143 0.960 0.346z 6562 9433 28803 58.10 1-L 1.50x155 0.441 0.295z 920 920 13229 83.52 2-L 1.50x188 1.057 0.293z 4175 6002 31719 83.52 2-L 1.50x155 0.882 0.295z 4529 6511 26459 58.10 i-L 1.50x188 0.529 0.293z 920 920 15860 83.52 2-L 1.50x125 0.719 0.296z 2335 3357 21563 83.52 2-L 1.50x109 0.630 0.297z 3024 4347 18907 58.10 1-L 1.50x188 0.529 0.293z 920 920 15860 83.52 2-L 1.50x109 0.630 0.297z 1731 2489 18907 83.52 2-L 1.50x109 0.630 0.297z 1518 2182 18907 58.10 1-L 1.50x188 0.529 0.293z 920 920 15860 83.52 1-L 2.00x166 0.636 0.395z 4056 5830 19093 83.52 2-L 1.50x188 1.057 0.293z 2265 3255 31719 58.10 1-L 1.50x188 0.529 0.293z 920 920 15860 83.52 2-L 1.50x155 0.882 0.295z 6682 9605 26459 83.52 2-L 2.00x125 0.969 0.398z 4105 5900 29063 58.10 1-L 1.50x188 0.529 0.293z 920 920 15860 83.52 2-L 1.75xi43 0.960 0.346z 9307 13380 28803 83.52 2-L 2.00x156 1.199 0.396z 5679 8164 35980 67.63 1-L 1.50x137 0,392 0.296z 3660 4261 11767 58.10 1-L 1,50x125 0.359 0.296z 475 475 10781 64.23 1-L 1,50x125 0.359 0.296z 3743 4138 10781 73.72 2-L 1.75xi43 0.960 0,346z 5252 6664 28803 61.13 i-L 1.50x137 0.392 0.296z ilioo 11678 11767 98.27 2-L 2.50x188 1.809 0.495z 7438 12579 54279 67.96 1-L 1.50x125 0.359 0,296z 3551 4153 10781 58.10 1-L 1.50x125 0.359 0.296z 475 475 10781 63.96 1-L 1.50x109 0.315 0,297z 3577 3938 9454 94.58 2-L 3.00x188 2.185 0.596z 14978 24382 65559 Compressive Shear Force Allow lbs lbs lbs 8984 14625 27015 2991 3061 4108 10631 15283 15700 6935 9970 12369 2952 2952 3037 7875 11320 12369 5095 7325 9910 3023 3023 3037 5282 7594 7857 3255 4680 6612 3066 3066 3608 3777 5429 5446 1415 2035 4806 3081 3081 3608 2271 3264 4806 2743 3943 4806 3067 3067 3608 1345 1933 3811 5369 7718 7857 3060 3060 3608 3185 4578 6612 7995 11492 12369 3038 3038 3608 5025 7223 9910 10263 14753 15700 1198 1394 2005 2441 2441 2501 1158 1280 2046 6962 8834 12432 0 0 2455 13659 23101 25727 1152 1347 1828 2312 2312 2501 1141 1256 1821 9093 14801 37305 Available Weld (in) TOp/Bottm 7.7/ 9.3 3.7/ 3.8 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 4.7/ 5.2 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.7/ 4.0 3.S/ 3.5 3.6/ 3.8 6.8/ 8.1 3.5/ 3.7 7.7/ 9.4 3.7/ 4.0 3.5/ 3.5 3.6/ 3.8 7.S/ 9.2 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 30 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 1 E 0' 1.000 2 5' 4.625 76.625 pp 6.375 8.000 Y E 0' 8.250 2 5' 4.625 76.625 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point 83'6 -4000 83'6 U17 -2000 01 0 83'6 U17 2000 01 0 83'6 U17 -4000 5 '2 88'8 U17B -2000 01 0 88'8 U17B 2000 01 0 88'8 U17B -8000 1 1 6 90'2 1318 -5000 0'0 90'2 1318 3000 0'0 - 902 1318 0'o 3000 90'2 1318 -4000 3'8 93'10 U19 -2000 0'0 93'lO U19 2000 0'O 93'lO 1319 -4000 5'2 991 0 13193 -2000 01 0 99'0 U19B 0'O 99'O 1319B 2000 41 1-7/8 BC conc loads: Load Spacing Location Point 10000 881 7 88'7 L18 14 '6-7/8 e bridging clip location schedule. Type SJI Dead, Live +/-W SJI Dead, Live +/-W SJI Dead Live +/-W SJI Dead, Live +/-W SJI Dead, Live +/-W Type SJI, Dead end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1233.875 in Design length 1438 # Minimum Shear 58.100 in Effective Depth 7711 1n4 Ix 0 in4 Minimum Ix 53.500 in Clear Depth L/2049 Live Defl L/ 531 SJI Defl 561418 in-#Moment 1.000 in Chord gap 4.405 in Camber 20.000 in Interior Panel 62.000 in Left end 47.875 in Right end 10 Web Vees 12827 # SJI reaction 1673 # SJI reaction 3782 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 31 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan p Chord: 2-L 3.00x375 idg < 282" Ix= 3.519 Center: L = 60.000 g end panl: L = 62.000 irst point: p end panl: L = 47.875 Last point: hord shear: V = 10631 aring seats: Tag End Opposite End A = 4.219 Y = 0.887 Iy= 11.641 Rx = 0.913 P = -61299 Pnx/c2=-105980 P = -15536 Pnx/= -55936 P = -15536 Pn/ =-126563 P = -19239 Pnx/Q= 103528 P = -19239 Pn/) =-113906 C = 35438 fv = 4725 3.00x375 Weld 2.03" 3.00x375 Weld 2.49" FY = 50000 Q = 1.000 Ry = 1.661 Rz = 0.587 M = 3100 18 Fillers M = 5001 Filler Reqd M = 9859 M = 3757 Filler Reqd M = 4328 fc = 8400 f = 6322 t Chord: 2-L 3.50x375 A = 4.969 Y = 1.013 Ix= 5.730 Iy= 17.104 Rx = 1.074 Center: L =120.000 P = 60599 Pn/Q = 149063 hord shear: V = 12095 T = 26119 fv = 4608 Web Angl Lngth Shear Force Member Area T 1 52.1 94.6 12095 19689 2L 2.50x188 1.809 V 1 12.3 59.5 -2991 -3061 lL 1.75x143 0.480 C 1 45.9 83.5-10631 -15283 2L 2.00x156 1.199 T 2 45.9 83.5 9188 13208 2L 2.00x125 0.969 V 2 0.0 58.1 -2952 -2952 lL 1.50x155 0.441 C 2 45.9 83.5 -7875 -11320 2L 2.00x125 0.969 T 3 45.9 83.5 6562 9433 2L 1.75x143 0.960 V 3 0.0 58.1 -3023 -3023 lL 1.50x155 0.441 C 3 45.9 83.5 -5282 -7594 2L 1.50x188 1.057 T 4 45.9 83.5 4529 6511 2L 1.50x155 0.882 V 4 0.0 58.1 -3066 -3066 IL 1.50x188 0.529 C 4 45.9 83.5 -3777 -5429 2L 1.50x125 0.719 T 5 45.9 83.5 3024 4347 2L 1.50x109 0.630 V 5 0.0 58.1 -3081 -3081 IL 1.50x188 0.529 \ C 5 45.9 83.5 -2271 -3264 2L 1.50x109 0.630 t Uplift: Top Chord Center: P = 49712 Pn/0 = 126563 Bot Chord Center: P = -50224 Pnx/n= -598228 Fillers end Web Diagonal: P = -14625 Pnx/= -27015 Fy = 50000 Q = 1.000 Ry = 1.855 Rz = 0.687 ft = 5257 f = 5305 R Pn/Q Weld T-AvlW-B 778x 54279 4.9 7.7/ 9.3 346z -4108 0.7 3.7/ 3.8 622x -15700 3.3 7.3/ 8.7 626x 29063 3.9 7.3/ 8.7 295z -3037 0.6 3.5/ 3.5 626x -12369 3.0 7.3/ 8.7 543x 28803 3.4 7.3/ 8.7 295z -3037 0.7 3.5/ 3.5 457x -7857 1.4 7.3/ 8.7 461x 26459 2.9 7.3/ 8.7 293z -3608 0.5 3.5/ 3.5 465x -5446 1.5 7.3/ 8.7 467x 18907 2.9 7.3/ 8.7 293z -3608 0.6 3.5/ 3.5 467x -4806 1.0 7.3/ 8.7 Job #S708-17 Seyco Joist Co, Sheet of ASAT 12 COLD STORAGE Shop Order V2.2.1.2 12/ ark J3 - 60DLH248/112/184 X 103'17/8 Quantity Material Length ord gap = 1 (2) 2 TC IL 3.00x375 103'11-1/8 mber = 4-3/8 (2) 2 BC IL 3.50x375 924-5/8 mt Gray (2) 2 TB ii 3.00x375 0 1 7 idging: Top: 4 SJI, 7 SSR ttom: 6 SJI, 6 1stPP, 5 Spaced (2) 2 OH IL 3.00x375 1 2-5/8 82# Each (1) 1 A j 2.00x166 6'9-1/2 ngth Hole-to-Hole = 1026-3/4 (1) 1 B U 1.75x143 4'11-5/8 (5) 5 C tj 1.50x188 4'11-1/(2) 2 U ii 1.50x125 6'10-1/8 (2) 2 D U 1.50x155 4'11-1/(6) 6 V IL 1.50x109 6'10-1/8 (1) 1 E j 1.50x137 5'7 (2) 2 End fillers (1) 1 F j 1.50x137 5'1-1/(18) 18 TC fillers e bridging clip location schedule. (1) 1 G j 1.50x125 5'7-1/4(8) 8 BC fillers 1 H tj 1.50x125 5'3-7/8 2 I tj 1.50x125 4'11-1/2 1 J U 1.50x109 5'3-5/8 2 K 11 3.00x188 7'8-7/8 (2) 2 L JL 2.50x188 71 11 (2) 2 M JL 2.50x188 7'9-5/8 (2) 2 N IL 2.00x156 6'9-5/8 (2) 2 0 11 2.00x156 69-1/8 (6) 6 p IL 2.00x125 6'9-5/8 (4) 4 Q IL 1.75x143 6'9-7/8 (2) 2 R IL 1.75x143 5'11-3/4 (4) 4 S 1.50x188 6'10-1/8 (4) 4 T 1.50x155 6'10-1/8 g End Bearing: Opposite End Bearin Long + Ol type E TCX = 0t7 6-3/8 Long + 0'8-1/4 type E TCX = 1'2-5 Deep 8 De ld 2 bottom angle back 5'5-5/8(BCx) Hold 2 bottom angle back 6'0-7/8(BC 13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage @ 12-7/8, 8-1 3 10310_7/ 11'5-5/8 21'5-5/8 31'5-5/8 41'5-5/8 51'5-5/8 615-5/8 71'5-5/8 81'5-586'5-5/9O'3 96'10-1/4 __ l 1 :'1i 7 M N P P Q S 1 U \< ____ T __ 1F L\(QK 6! 5/8 26'5-5/8 46'5-5/8 66'5-5/8 86'5-5 8 96'lo 1/4 5-5/8 16'5-5/8 36'5-5/8 56'5-5/8 76'5-5/8 88'8 97110-1 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 33 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5' 4.625 76.625 pp 6.000 8.000 Y E 1' 4.000 2 4' 5.500 65.500 iform Live load 112 #/ft full length iform NtUp load -177 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 94'7 U19 SJI -2000 0 1 0 0'o 941 7 U19 Dead, Live 2000 4'6 941 7 U19 +/-W -4000 o ,o 991 1 U19A SJI 2000 991 1 U19A Dead, Live 2000 0 1 0 991 1 tJ19A +/-w 0'11-1/2 BC conc loads: Load Spacing Location Point Type 10000 141 21/2 85'10 L17 SJI, Dead p chord panels: (in) 1@56.00 1@68.38 14@60.00 1@65.63 2@52.50 1@54.00 1@11.50 t chord panels: (in) Ep=76.63 1@107.75 6@120.00 1@125.63 1@105.00 Ep=65.50 60.000 in Deep 1196.500 in Design length 3341 # Minimum Shear 57.279 in Effective Depth10663.631 in4 Ix 0.00 in4 Minimum Ix 50.500 in Clear Depth L/1568 Live Defi L/ 510 SJI Defl 799440 in-#Moment 1.000 in Chord gap 4.143 in Camber 7042 # Total weight 45.242 in Centroid Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 34 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E ndfactors: 1.00 0 0 0 0 0 0 0 '3 1.00 0 0 0 0 0 0 3 0 1.00 1.00 0 0 0 0 3 0 1.00 0 0.60 0 1.00 0 o o 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips Left end reactions: 15028 -8824 9566 5462 0 0 122 0 Pounds ight end reactions: 14700 -8824 12994 1706 0 0 3878 0 Pounds p bridging rows: 2 per SJI 6 if deck provides no lateral support. t bridging rows: 6 per SJI 6 starting at first BC panel point. 5 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 350f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan p Chord: 2-L 6.00x625 A = 14.219 Y = 1.730 Fy = 50000 Q = 1.000 idg < 492" Ix= 48.315 Iy=119.029 Rx = 1.843 Ry = 2.893 Rz = 1.178 lowable tensile stress = 30000 Force = 426563 ord shear: V = 13052 P = 293599 fv = 1740 fc = 20649 f = 10470 end fillers, 0 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen o 6000 0 0 0 30000 0.000 0.000 0.000 0.000 54.00 10978 277507 3510 45.8z 25730 333530 136285 0.036 0.759 0.004 0.763 1 60.00 10978 277507 8046 30000 0.035 0.651 0.024 0.674 0.00 68.38 10653 277229 4428 43.5z 23453 208031 85004 0.038 0.831 0.005 0.837 2 60.00 23813 293599 7254 30000 0.064 0.688 0.021 0.710 1.98 60.00 23813 293599 2714 38.2z 26966 480283 110391 0.064 0.766 0.003 0.769 3 60.00 23813 293599 5918 30000 0.063 0.688 0.017 0.706 0.00 60.00 23813 293599 3203 38.2z 26966 480283 110391 0.065 0.766 0.004 0.769 4 60.00 34810 308044 6276 30000 0.089 0.722 0.018 0.741 1.71 60.00 34810 308044 3072 38.2z 26966 480283 110391 0.091 0.803 0.003 0.807 5 60.00 34810 308044 6180 30000 0.089 0.722 0.018 0.740 0.00 60.00 34810 308044 3107 38.2z 26966 480283 110391 0.091 0.803 0.003 0.807 6 60.00 42099 318627 6205 30000 0.106 0.747 0.018 0.765 2.07 60.00 42099 318627 3098 38.2z 26966 480283 110391 0.108 0.831 0.003 0.834 7 60.00 42099 318627 6199 30000 0.106 0.747 0.018 0.765 0.00 60.00 42099 318627 3101 38.2z 26966 480283 110391 0.108 0.831 0.003 0.834 8 60.00 45680 325348 6200 30000 0.114 0.763 0.018 0.781 1.95 60.00 45680 325348 3100 38.2z 26966 480283 110391 0.116 0.849 0.003 0.852 9 60.00 45680 325348 6200 30000 0.114 0.763 0.018 0.781 0.00 60.00 45680 325348 3100 38.2z 26966 480283 110391 0.116 0.849 0.003 0.852 10 60.00 45680 328206 6200 30000 0.114 0.769 0.018 0.788 1.66 60.00 45552 328206 3100 38.2z 26966 480283 110391 0.116 0.856 0.003 0.859 11 60.00 45552 328206 6199 30000 0.114 0.769 0.018 0.788 0.00 60.00 45552 328206 3098 38.2z 26966 480283 110391 0.116 0.856 0.003 0.859 12 60.00 45552 328206 6205 30000 0.114 0.769 0.018 0.788 1.97 60.00 41717 327202 3107 38.2z 26966 480283 110391 0.107 0.853 0.003 0.857 13 60.00 41717 327202 6182 30000 0.105 0.767 0.018 0.785 0.00 60.00 41717 327202 3075 38.2z 26966 480283 110391 0.107 0.853 0.003 0.857 14 60.00 41717 327202 6269 30000 0.105 0.767 0.018 0.786 2.02 60.00 34173 322336 3194 38.2z 26966 480283 110391 0.090 0.841 0.004 0.844 15 60.00 34173 322336 5944 30000 0.087 0.756 0.018 0.773 0.00 60.00 34173 322336 2750 38.2z 26966 480283 110391 0.088 0.841 0.003 0.844 16 60.00 34173 322336 7157 30000 0.089 0.756 0.021 0.777 1.64 65.63 22303 313104 4336 41.8z 26407 401478 92278 0.065 0.834 0.005 0.839 17 60.00 22303 313104 6422 30000 0.060 0.734 0.019 0.753 0.00 52.50 22303 313104 1805 33.4z 27648 627309 144184 0.058 0.796 0.002 0.798 18 60.00 22303 313104 4209 30000 0.057 0.734 0.012 0.746 2.13 52.50 9263 281792 2405 33.4z 27648 627309 144184 0.029 0.717 0.003 0.719 19 60.00 9263 281792 5222 30000 0.028 0.661 0.015 0.676 0.00 54.00 9263 281792 2812 34.4z 25730 333530 136285 0.030 0.770 0.003 0.773 19A 60.00 9705 281792 4220 30000 0.028 0.661 0.012 0.673 0.00 9.50 9705 280075 1340 5.2x 2994210776444 4403396 0.027 0.658 0.001 0.659 20 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 360f 122 stomer oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan p Chord, continued .... g end top chord extension: inforced with 2- 6.00x625 Combined properties: = 28.44 Y = 4.00 Ix = 243.16 St = 60.79 Sb = 60.79 pe "E" 0' 1.000 long. = 93 fb-= 2 tal defl = 0.0000 Live defl = 0.0000 p end top chord extension: inforced with 2- 6.00x625 Combined properties: = 28.44 Y = 4.00 Ix = 243.16 St = 60.79 Sb = 60.79 pe "E" 1' 4.000 long. = 3348 fb- = 55 tal defl = 0.0000 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 37 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 6.00x625 Weld 28.49" Opposite End 6.00x625 Weld 28.51" t Chord: 2-L 3.50x313 A = 4.186 Y = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0,690 lowable tensile stress = 30000 Force = 125582 ord shear: V = 14377 P = 29077 fv = 6562 fc = 6946 f = 7424 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress F'ex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend UnitV Eccen 1 0.00 0 0 0 30000 0.371 0.000 0.000 0.000 0.03 107.75 29077 16924 0 140.6z 7623 35659 11734 0.232 0.530 0.000 0.530 3 0.00 51707 29775 0 30000 0.412 0.237 0.000 0.237 0.19 120.00 51707 29775 0 99.8x 14433 28750 9461 0.412 0.493 0.000 0.493 5 0.00 68511 38918 0 30000 0.546 0.310 0.000 0.310 0.24 120.00 68511 38918 0 99.8x 14433 28750 9461 0.546 0.644 0.000 0.644 7 0.00 79488 44353 0 30000 0.633 0.353 0.000 0.353 0.61 120.00 79488 44353 0 99.8w 14433 28750 9461 0.633 0.734 0.000 0.734 9 0.00 84640 46080 0 30000 0.674 0.367 0.000 0.367 0.62 120.00 84640 46080 0 99.8w 14433 28750 9461 0.674 0.763 0.000 0.763 11 0.00 84640 46080 0 30000 0.674 0.367 0.000 0.367 0,62 120.00 83966 44098 0 99.8x 14433 28750 9461 0.669 0.730 0.000 0.730 13 0.00 83966 44098 0 30000 0.669 0.351 0.000 0.351 0.60 120.00 77466 38408 0 99.8w 14433 28750 9461 0.617 0.636 0.000 0.636 15 0.00 77466 38408 0 30000 0.617 0.306 0.000 0.306 0.29 125.63 65140 29011 0 104.5x 13472 26233 8633 0.519 0.514 0.000 0.514 17 0.00 65140 29011 0 30000 0.594 0.231 0.000 0.231 0.19 105.00 38592 16138 0 137.oz 8028 37551 12357 0.307 0.480 0.000 0.480 19 0.00 0 0 0 30000 0.527 0.000 0.000 0.000 0.03 Seyco Joist Co, Page 6 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 38 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLI-I248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan ation Web Slope -Li Ti 52.49 -Li Vi 19.80 -Li Cl 39.82 -L3 T2 46.33 -L3 V2 0.00 -L3 C2 46.33 -L5 T3 46.33 -L5 V2 0.00 -L5 C3 46.33 -L7 T4 46.33 -L7 V2 0.00 -L7 C4 46.33 -L9 T5 46.33 -L9 V2 0.00 -L9 CS 46.33 -LU T6 46.33 -LU V2 0.00 -LU T7 46.33 -L13 C6 46.33 -L13 V2 0.00 -1,13 T8 46.33 -L15 C7 46.33 -L15 V2 0.00 -L15 T9 46.33 -L17 C8 48.88 -L17 V2 0.00 -1,17 Ti0 42.51 -L19 C9 42.51 -L19 V3 0.00 A-1.19 V4 43.31 -1.19 T1i 47.95 Weld Thick x Length 25x4. 8 14x1 .0 .16x3. 7 14x4 .0 14xi .0 .16x3. 2 19x2 .8 i4xi .0 .13x3. 0 20xi .9 i4xl .0 i9xl .3 14x1 .7 l4xl.0 illS ilx2.9 i4xl .0 i4xl .7 ilxl .5 l4xi .0 22xi . 9 l4xi .9 14xi .0 19x2 .8 .14x3. 0 i4xl .0 i4x6.3 .19X5. 0 14x1 .4 14x1.9 25x4.8 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 94.07 2-L 2.50x250 2.375 0.491z 14377 23611 71250 60.88 1-L 2.00x143 0.552 0.396z 903 959 16547 74.57 2-L 2.00x156 1.199 0.396z 7523 9795 35980 82.95 2-L 1.75x143 0.960 0.346z 11650 16872 28803 57.28 i-L 1.75x143 0.480 0.346z 885 885 14402 82.95 2-L 2.00x156 1.199 0.396z 5692 8243 35980 82.95 2-L 1.50x188 1.057 0.293z 9020 13063 31719 57.28 1-L 1.75xi43 0.480 0.346z 885 885 14402 82.95 2-1, 2.00x125 0.969 0.398z 3922 5679 29063 82.95 1-L 2.00x205 0.778 0.393z 6389 9253 23339 57.28 1-L 1.75xi43 0.480 0.346z 885 885 14402 82.95 2-L 1.50x188 1.057 0.293z 2152 3116 31719 82.95 1-L 1.75x143 0.480 0.346z 3836 5555 14402 57.28 1-L 1.75x143 0.480 0.346z 885 885 14402 82.95 2-L 1.50x109 0.630 0.297z 382 553 18907 82.95 2-L 1.50x109 0.630 0.297z 3341 4838 18907 57.28 i-L 1.75x143 0.480 0.346z 885 885 14402 82.95 1-L 1.75x143 0.480 0.346z 3341 4838 14402 82.95 2-L 1.50x109 0.630 0.297z 2273 3292 18907 57.28 1-L 1.75xi43 0.480 0.346z 885 885 14402 82.95 1-1, 2.00x217 0.821 0.392z 4242 6143 24627 82.95 2-1, 1.75xi43 0.960 0.346z 4043 5856 28803 57.28 1-L 1.75xi43 0.480 0.346z 885 885 14402 82.95 2-L 1.50x188 1.057 0,293z 6872 9952 31719 87.11 2-L 2.00x143 1.103 0.396z 5855 8904 33093 57.28 1-1. 1.75xi43 0.480 0.346z 871 871 14402 77.70 2-L 1.75x143 0.960 0.346z 19668 26679 28803 77.70 2-L 2.50x188 1.809 0.495z 7500 10174 54279 57.28 1-L 1.50x137 0.392 0.296z 3397 3397 11767 78.72 1-L 2.00x143 0.552 0.396z 3640 5003 16547 85.52 2-L 2.50x250 2.375 0.491z 16738 24990 71250 Compressive Shear Force Allow lbs lbs lbs 8426 13838 36468 4103 4361 5187 13052 16993 18323 6577 9524 10047 4242 4242 4682 10335 14967 15863 4807 6961 7965 4315 4315 4682 7705 11158 12482 3037 4398 4674 4368 4368 4682 5074 7348 7965 1267 1834 2233 4401 4401 4682 3341 4838 4872 296 429 4872 4415 4415 4682 1388 2011 2233 3341 4838 4872 4410 4410 4682 3158 4574 4918 5557 8048 10047 4386 4386 4682 4928 7137 7965 8246 12539 13449 4322 4322 4682 6726 9124 11387 20749 28146 32982 2571 2571 2796 2041 2805 3699 8754 13070 40965 Available Weld (in) Top/Bottm i6.9/ 9.6 4.0/ 4.2 i4.0/ 8.4 15.2/ 8.9 3.8/ 3.8 i5.2/ 8.9 15.2/ 8.9 3.8/ 3.8 15.2/ 8.9 4.7/ 5.2 3.8/ 3.8 i5.2/ 8.9 4.4/ 4.9 3.8/ 3.8 15.2/ 8.9 i5.2/ 8.9 3.8/ 3.8 4.4/ 4.9 i5.2/ 8.9 3.8/ 3.8 4.7/ 5.2 15.2/ 8.9 3.8/ 3.8 15.2/ 8.9 i5.8/ 9.2 3.8/ 3.8 i4.4/ 8.6 i4.5/ 8.6 3.5/ 3.5 4.6/ 5.0 15.6/ 9.1 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 39 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5' 4.625 76.625 pp 6.000 8.000 Y E 1' 4.000 2 4' 5.500 65.500 iform Live load 112 #/ft full length iform NtUp load -177 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 9: 47 94 1 7 U19 SJI -2000 94 1 7 U19 Dead, Live , 2000 ,0 9417 U19 +/-W -4000 46 991 1 U19A SJI -2000 0 1 0 o,Q 99'1 U19A Dead, Live 2000 0'll-1/2 991 1 U19A +/-W BC conc loads: Load Spacing Location Point Type 10000 851 10 142-1/2 85'10 L17 SJI, Dead end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips 60.000 in Deep 1196.500 in Design length 3341 # Minimum Shear 57.279 in Effective Depth 10664 in4 Ix 0 in4 Minimum Ix 50.500 in Clear Depth L/1568 Live Defl L/ 510 SJI Defl 799440 in-#Moment 1.000 in Chord gap 4.143 in Camber 20.000 in Interior Panel 54.000 in Left end 9.500 in Right end 10 Web Vees 15028 # SJI reaction 14700 # SJI reaction 7042 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl p Chord: 2-L 6.00x625 A = 14.219 Y = 1.730 Fy = 50000 Q = 1.000 idg < 492" Ix= 48.315 Iy=119.029 Rx = 1.843 Ry = 2.893 Rz = 1.178 Center: L = 60.000 P =-328206 Pnz/n=-383417 M = 3100 No Fillers g end panl: L = 54.000 P =-277507 Pnx/n=-365842 M = 3510 Filler Reqd irst point: P =-277507 Pn/c2 =-426563 M = 8046 p end panl: L = 9.500 P =-280075 Pnx/= 425735 M = 1340 Filler Reqd Last point: P =-281792 Pn/Q =-383906 M = 4220 hord shear: V = 13052 C = 293599 fv = 1740 fc = 20649 f = 10470 aring seats: Tag End 6.00x625 Weld 28.49" Opposite End 6.00x625 Weld 28.51" t Chord: 2-L 3.50x313 A = 4.186 Y = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 Center: L =120.000 P = 84640 Pn/Q = 125582 hord shear: V = 14377 T = 29077 fv = 6562 ft = 6946 f = 7424 Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/l7 Page 400f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan Web Angl Lngth Shear Force Member Area R Pn/n Weld T-AvlW-B T 1 52.5 94.1 14377 23611 2L 2.50x250 2.375 0.769x 71250 4.8 16.9/ 9.6 V 1 19.8 60.9 -4103 -4361 1L 2.00x143 0.552 0.396z -5187 1.0 4.0/ 4.2 C 1 39.8 74.6-13052 -16993 2L 2.00x156 1.199 0.622x -18323 3.7 14.0/ 8.4 T 2 46.3 83.0 11650 16872 2L 1.75x143 0.960 0.543x 28803 4.0 15.2/ 8.9 V 2 0.0 57.3 -4242 -4242 1L 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 2 46.3 83.0-10335 -14967 2L 2.00x156 1.199 0.622x -15863 3.2 15.2/ 8.9 T'3 46.3 83.0 9020 13063 2L 1.50x188 1.057 0.457x 31719 2.8 15.2/ 8.9 V 3 0.0 57.3 -4315 -4315 1L 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 3 46.3 83.0 -7705 -11158 2L 2.00x125 0.969 0.626x -12482 3.0 15.2/ 8.9 T 4 46.3 83.0 6389 9253 1L 2.00x205 0.778 0.393z 23339 1.9 4.7/ 5.2 V 4 0.0 57.3 -4368 -4368 1L 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 4 46.3 83.0 -5074 -7348 2L 1.50x188 1.057 0.457x -7965 1.3 15.2/ 8.9 T 5 46.3 83.0 3836 5555 lL 1.75x143 0.480 0.346z 14402 1.7 4.4/ 4.9 V 5 0.0 57.3 -4401 -4401 1L 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 5 46.3 83.0 -3341 -4838 2L 1.50x109 0.630 0.467x -4872 1.5 15.2/ 8.9 t Uplift: Top Chord Center: P = 45552 Pn/Q = 426563 Bot Chord Center: P = -46080 Pnx/= -510527 Fillers end Web Diagonal: P = -13838 Pnx/Q= -36468 Job #S708-17 ASAT 12 COLD STORAGE ark J4 - 60DLH248/112/-177 x 100'0-1/2 ord gap = 1 mber = 4-1/8 mt Gray idging: Top: 2 SJI, 6 SSR ttom: 6 SJI, 6 lstPP, 5 Spaced 42# Each ngth Hole-to-Hole = 99'11-3/4 Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC IL 6.00x625 101'5-1/2 (2) 2 BC IL 3.50x313 90'2-3/8 (2) 2 TB 11 6.00x625 01 7 (2) 2 OB JL 6.00x625 l'lO (1) 1 A j 2.00x217 6!9_3/8 (1) 1 B j 2.00x205 6'9-3/8 (1) 1 C tj 2.00x143 6'5-7/8 1 D U 2.00x143 5'1-1/4 2 E U 1.75x143 6'9-5/8 8 F u 1.75x143 4'11-1/2 1 G U 1.50x137 4 1 11-1/2 2 H IL 2.50x250 7 1 9-1/2 (2) 2 I IL 2.50x250 7'0-1/2 (2) 2 J IL 2.50x188 6'3-3/4 (2) 2 K 11 2.00x156 69-3/8 (2) 2 L IL 2.00x156 6'1-1/8 (2) 2 M IL 2.00x143 7'1-1/2 (2) 2 N IL 2.00x125 6'9-3/8 (4) 4 0 11 1.75x143 6'9-5/8 (2) 2 P IL 1.75x143 6'4-1/2 (6) 6 Q IL 1.50x188 6'9-7/8 6 R IL 1.50x109 69-7/8 (2) 2 End fillers 7 BC fillers Sheet of V2.2.1.2 12/ g End Bearing: Opposite End Bearin Long + 0'l type E TCX = 0 1 7 6 Long + 1'4 type E TCX = 1' Deep 8 De ld 2 bottom angle back 5'5-5/8(BCx) Hold 2 bottom angle back 5'9-1/2(BC 13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 14-1/4, 3 99'11-1/2 10'5-3/8 20'5-3/8 30'5-3/8 40'5-3/8 50'5-3/8 60'5-3/8 70'5-3/8 80'5-3/8 90'3-1/2 99' 4'9 1 15'5-3/8 I 251 5-3/8 1 35'5-3/8 I 45'5-3/8 I 55'5-3/8 I 65'5-3/8 1 75'5-3/8 1 85'11 I 94'8 I /\ /\ 1 /\ I /\ I /\ 1 /\ I /\ 1 /\ I A 114M HL0 /K Q N B\ Q E /R R /E R*A 0 Q M*P 5 4 4 4 x 3-X-2 2 2 2-X-3 2 2 2 2 3 3 7 5 Js 6'-5/8 25'5-3/8 45'5-3/8 65'5-3/8 85'11 95'8 5-5/8 15'5-3/8 35'5-3/8 55'5-3/8 75'5-3/8 94'8 Seyco Joist Co, Page 1 V2.2.1.0 Page 42 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 931 7.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y 5 0' 1.000 2 4 1 10.625 70.625 Opp 6.000 8.000 Y E 1' 1.250 2 4 1 10.625 70.625 Uniform Live load 112 i/ft full length Uniform NtUp load -177 #/ft full length Uniform SJI load 248 */ft full length Uniform Dead load 136 #/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500* AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 7915 4'2-1 4 79'5 L16 SJI, Dead Top chord panels: (in) 1044.00 1037.63 16860.00 1837.63 1844.00 Bot chord panels: (in) Ep=70.63 1071.00 68120.00 1091.38 1028.63 1871.00 Ep=7 0.63 60.000 in Deep 1119.250 in Design length 4141 # Minimum Shear 58.247 in Effective Depth 6557.117 1n4 Ix 0.00 in4 Minimum Ix 54.000 in Clear Depth L/1116 Live Defl L/ 358 SJI Defi 4545333 in-#Moment 1.000 in Chord gap 3.625 in Camber 3010 # Total weight 27.545 in Centroid Loading combinations SIlt NtUp Dead Live Wind Seis +I-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 14569 -8254 9346 5223 0 0 0 0 Pounds Right end reactions: 21562 -8254 16339 5223 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 43 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Top bridging rows: 3 per SJI 10 if deck provides no lateral support. Bot bridging rows: 6 per SJI 6 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 44 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Top Chord: 2-L 3.00x313 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 Allowable tensile stress = 30000 Force = 106802 Chord shear: V = 13205 p = 31016 fv = 7032 fc = 8712 f = 8272 0 end fillers, 16 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kllr Stress F'ex F'ez Bend Interaction in in lbs lbs in-# ______ psi psi psi Unity Axial Bend yalty Eccen 1-0 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 9360 16545 3021 71.3z 20689 137816 56317 0.159 0.225 0.030 0.255 0-1 60.00 9360 16545 3072 30000 0.117 0.155 0.072 0.227 0.00 37.63 9092 16169 87 47.9z 22264 171730 70176 0.087 0.204 0.001 0.205 U-2 60.00 17318 31016 4487 30000 0.205 0.290 0.106 0.414 2.09 60.00 17318 31016 3727 48.8x 25201 120053 27596 0.250 0.346 0.034 0.380 0-3 60.00 17318 31016 6659 30000 0.226 0.290 0.157 0.447 0.00 60.00 17318 31016 2932 48.8x 25201 120053 27596 0.231 0.346 0.027 0.373 0-4 60.00 28258 51429 6077 30000 0.323 0.482 0.143 0.625 1.18 60.00 28258 51429 3145 40.8x 25201 120053 27596 0.339 0.573 0.031 0.604 LI-5 60.00 28258 51429 6233 30000 0.324 0.482 0.147 0.628 0.00 60.00 28258 51429 3088 48.8x 25201 120053 27596 0.337 0.573 0.030 0.603 0-6 60.00 35551 66069 6191 30000 0.392 0.619 0.146 0.764 1.37 60.00 35551 66069 3103 48.8x 25201 120053 27596 0.406 0.736 0.032 0.768 0-7 60.00 35551 66069 6202 30000 0.392 0.619 0.146 0.765 0.00 60.00 35551 66069 3099 48.8x 25201 120053 27596 0.406 0.736 0.032 0.768 0-8 60.00 39198 74938 6199 30000 0.426 0.702 0.146 0.848 1.35 60.00 39198 74938 3100 48.8x 25201 120053 27596 0.440 0.835 0.033 0.868 U-9 60.00 39198 74938 6200 30000 0.426 0.702 0.146 0.848 0.00 60.00 39198 74938 3100 48.8x 25201 120053 27596 0.440 0.835 0.033 0.868 U-10 60.00 39198 78035 6200 30000 0.426 0.731 0.146 0.877 1.10 60.00 39198 78035 3100 48.8x 25201 120053 27596 0.440 0.870 0.033 0.903 U-11 60.00 39198 18035 6200 30000 0.426 0.731 0.146 0.877 0.00 60.00 39198 78035 3100 48.8x 25201 120053 27596 0.440 0.870 0.033 0.903 U-12 60.00 39198 78035 6199 30000 0.426 0.731 0.146 0.877 1.10 60.00 35551 75360 3099 48.8x 25201 120053 27596 0.406 0.840 0.033 0.873 0-13 60.00 35551 75360 6202 30000 0.392 0.706 0.146 0.852 0.00 60.00 35551 75360 3103 48.8x 25201 120053 27596 0.406 0.840 0.033 0.873 0-14 60.00 35551 75360 6191 30000 0.392 0.706 0.146 0.851 1.27 60.00 28258 66913 3088 48.8x 25201 120053 27596 0.337 0.746 0.032 0.778 0-15 60.00 28258 66913 6233 30000 0.324 0.627 0.147 0.773 0.00 60.00 28258 66913 3145 48.8x 25201 120053 27596 0.339 0.746 0.032 0.778 0-16 60.00 28258 66913 6077 30000 0.323 0.627 0.143 0.770 1.27 60.00 17318 47986 2932 48.8x 25201 120053 27596 0.231 0.535 0.028 0.563 U-17 60.00 17318 47986 6659 30000 0.226 0.449 0.157 0.606 0.00 60.00 17318 47986 3727 48.8x 25201 120053 27596 0.250 0.535 0.036 0.571 U-18 60.00 17318 47986 4487 30000 0.205 0.449 0.106 0.636 2.43 37.63 9092 24462 87 47.9z 22264 171730 70176 0.087 0.309 0.001 0.309 0-19 60.00 9360 24813 3072 30000 0.117 0.232 0.072 0.305 0.00 42.00 9360 24813 3021 71.3z 20689 137816 56317 0.159 0.337 0.027 0.364 0-20 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 45 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DL}1248/112/-177 x 931 7.250 Special Crimped angle Parallel chord Deep longspan Top Chord, continued Taq end top chord extension: Reinforced with 2- 3.00013 Combined properties: A = 7.12 1' = 4.00 Ix = 76.02 St 19.00 Sb 19.00 type "E" 01 1.000 long. 93 fb-= 5 Total defi = 0.0000 Live defl = 0.0000 Opp end top chord extension: Reinforced with 2- 3.00013 Combined properties: A = 7.12 Y = 4.00 Ix = 76.02 St 19.00 Sb = 19.00 type 'TT' 1' 1.250 long. H- = 2403 fb- = 126 Total defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 46 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Bearing seats: Tag End 3.00013 Weld 2.81" Opposite End 3.00013 Weld 4.32" Bot Chord: 2-L 3.00x375 A = 4.219 Y = 0.887 Fy = 50000 Q = 1.000 Ix 3.519 Iy= 11.641 Rx = 0.913 Ry = 1.661 Rz = 0.587 Allowable tensile stress = 30000 Force = 126563 Chord shear: V = 14043 P = 18645 fv = 6241 fc = 4420 f = 6621 7 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction in in lbs lbs in-# ______ psi psi psi unit Axial Bend Unity Eccen L-1 0.00 0 0 0 30000 0.331 0.000 0.000 0.000 0.29 71.00 18645 10481 0 108.9z 12602 58476 19544 0.147 0.197 0.000 0.197 L-3 0.00 41944 23244 0 30000 0.366 0.184 0.000 0.184 0.03 120.00 41944 23244 0 118.2x 10772 20471 6842 0.331 0.512 0.000 0.512 L-5 0.00 59470 32360 0 30000 0.470 0.256 0.000 0.256 0.08 120.00 59470 32360 0 118.2x 10772 20471 6842 0.470 0.712 0.000 0.712 L-7 0.00 71225 37830 0 30000 0.563 0.299 0.000 0.299 0.43 120.00 71225 37830 0 118.2x 10772 20471 6842 0.563 0.832 0.000 0.832 L-9 0.00 17208 39653 0 30000 0.610 0.313 0.000 0.313 0.46 120.00 77208 39653 0 118.2x 10772 20471 6842 0.610 0.873 0.000 0.873 1.-11 0.00 77419 39653 0 30000 0.612 0.313 0.000 0.313 0.17 120.00 77419 37830 0 118.2x 10772 20471 6842 0.612 0.832 0.000 0.832 L-13 0.00 77419 37830 0 30000 0.612 0.299 0.000 0.299 0.48 120.00 71858 32360 0 118.2x 10772 20471 6842 0.568 0.712 0.000 0.712 L-15 0.00 71058 32360 0 30000 0.568 0.256 0.000 0.256 0.19 91.38 60525 23244 0 140.2z 7666 35305 11800 0.478 0.719 0.000 0.719 L-16 0.00 61769 23244 0 30000 0.488 0.184 0.000 0.184 0.00 28.63 61769 23244 0 43.9z 26055 359751 120230 0.488 0.211 0.000 0.211 L-17 0.00 61769 23244 0 30000 0.563 0.184 0.000 0.184 0.04 71.00 28273 10481 0 70.Ox 20975 58476 19544 0.223 0.059 0.000 0.059 L-19 0.00 0 0 0 30000 0.497 0.000 0.000 0.000 0.37 Seyco Joist Co, Page 6 V2.2.1.0 Page 47 of 122 Job S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Location Lleb 12P! UO -Li 71 49.68 Ui -Li Vi 24.57 112 -Li Cl 10.69 02 -L3 T2 45.85 U3 -L3 V2 0.00 U4 -L3 C2 45.85 U4 -L5 13 45.85 115 -L5 V3 0.00 116 -LS C3 45.85 116 -Li T4 45.85 07 -Li V3 0.00 118 -Li C4 45.85 08 -L9 T5 45.85 U9 -L9 V3 0.00 1110 -L9 CS 45.05 U10 -Lii TG 45.85 1111 -Lii V3 0.00 U12 -Lii C6 45.85 U12 -1.13 Cl 45.85 1113 -1.13 V3 0.00 1114 -L13 17 45.85 1114 -L15 C8 45.85 1115 -L15 V3 0.00 1116 -1.15 18 45.85 1116 -1.16 V4 20.31 1116 -1.17 C9 45.85 017 -Lii V2 0.00 Ui8 -Lii 19 45.85 U18 -L19 C10 10.69 U19 -L19 Vi 24.57 020 -1.19 110 49.68 Weld Thick x Length .19x3.9 .14x0.6 .19x2.4 .14x4.1 .15x0.6 16x3 .3 ,19x2.8 .19X0. 5 .130.2 .20x1.9 .19x0.6 .i4xl.9 .13x2.0 .19x0.6 15x1.3 .15x2.9 19x0. 6 .15x1.3 .15x1.3 19x0.6 .20x1.9 .19x1.3 19x0 .6 19x2.8 .15x2.7 .19x4.6 .15x0.7 .14x6.5 .16x4.5 .14x0.6 .195.8 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 90.01 2-I. 2.00x188 1.433 öTiz 14043 21701 42999 64.04 1-L 1.75443 0.480 0.346z 587 646 14402 59.28 2-L 1.50x188 1.057 0.293z 7357 7488 31719 83.62 2-L 1.75x143 0.960 0.346z 12116 17394 28803 58.25 1-L 1.50x155 0.441 0.295z 885 885 13229 83.62 2-L 2.00x156 1.199 0.396z 5753 8259 35980 83.62 2-L 1.50x188 1.057 0.293z 9475 13603 31719 58.25 1-L 1.50x188 0.529 0.293z 885 885 15860 83.62 2-L 2.00x125 0.969 0.398z 3983 5717 29063 83.62 1-1. 2.00x205 0.778 0.393z 6834 9812 23339 58.25 1-1. 1.50x188 0.529 0.293z 885 885 15860 03.62 2-1. 1.75443 0.960 0.346z 2213 3176 28803 83.62 1-L 2.00x125 0.484 0.398z 4252 6104 14531 58.25 1-1. 1.50x188 0.529 0.293z 805 885 15860 83.62 2-1. 1.50x155 0.802 0.295z 443 635 26459 83.62 2-1. 1.50x155 0.882 0.295i 4141 5946 26459 58.25 1-L 1.50x1$8 0.529 0.293z 885 885 15860 83.62 2-1. 1.50x155 0.882 0.295z 1187 1704 26459 83.62 2-I. 1.50x155 0.882 0.295z 2212 3176 26459 58.25 1-L 1.50x188 0.529 0.293z 885 885 15860 83.62 1-L 2.00x205 0.778 0.393z 4141 5946 23339 83.62 2-L 1.50x168 1.057 0.293z 3982 5717 31719 58.25 1-1. 1.50x188 0.529 0.293z 885 885 15860 83.62 2-L 1.50x188 1.057 0.293z 6469 9287 31719 66.16 1-1. 1.50x155 0.441 0.295z 11100 12608 13229 83.62 2-L 2.50x188 1.809 0.495z 5752 8259 54279 58.25 1-1. 1.50x155 0.441 0.295z 885 885 13229 83.62 2-L 1.75x143 0.960 0.346z 19252 27640 28803 59.28 2-I. 2.00x156 1.199 0.396z 7357 7488 35980 64.04 1-1. 1.75x143 0.480 0.346z 587 646 14402 90.01 2-L 2.00x188 1.433 0.394z 21060 32545 42999 Compressive Shear Force Allow lbs lbs lbs 7945 12277 12532 2461 2706 3674 13205 13439 15036 6638 9529 9886 2929 2929 3021 10796 15499 15671 4868 6988 7838 3032 3032 3590 8155 11708 12348 3098 4447 4599 3105 3105 3590 5514 7916 9886 1328 1906 2931 3149 3149 3590 4141 5946 6596 0 0 6596 3165 3165 3590 4141 5946 6596 4141 5946 6596 3151 3151 3590 3097 4447 4599 5148 7391 7838 3109 3109 3590 4867 6908 7838 0 0 2342 18011 25858 30888 3014 3014 3021 6637 9529 9886 20278 20637 22914 2499 2748 3674 7945 12277 12532 Available Weld (in) Top/Bottm 7.8/ 7.8 3.8/ 4.0 6.6/ 6.6 7.5/ 7.5 3.5/ 3.5 7.5/ 7.5 7.5/ 7.5 3.5/ 3.5 7.5/ 7.5 4.7/ 5.2 3.5/ 3.5 7.5/ 7.5 4.7/ 5.2 3.5/ 3.5 7.5/ 7.5 7.5/ 7.5 3.5/ 3.5 7.5/ 7.5 7.5/ 7.5 3.5/ 3.5 4.71 5.2 7.5/ 7.5 3.5/ 3.5 7.5/ 7.5 3.6/ 3.9 7.4/ 7.4 3.5/ 3.5 1.5/ 7.5 7.0/ 7.0 3.8/ 4.0 7.8/ 7.8 Seyco Joist Co, Page 1 V2.2.1.0 Page 48 of 122 Job S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspari End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 4 1 10.625 70.625 Opp 6.000 8.000 Y E 1' 1.250 2 4'10.625 70.625 Uniform Live load 112 4/ft full length Uniform NtUp load -177 4/ft full length Uniform SJI load 248 4/ft full length Uniform Dead load 136 4/ft full length SJI 15004 AddLoad on Top chord at panel points. Dead 15004 AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 14 1 21/4 7915 L16 SJI, Dead end loads: SJI NtUp Dead Live Wind Seis +/-W +1-B Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1119.250 in Design length 4141 4 Minimum Shear 58.247 in Effective Depth 6557 in4 Ix 0 in4 Minimum Ix 54.000 in Clear Depth L/1116 Live Defl L/ 358 SJI Defi 4545333 in-Moment 1.000 in Chord gap 3.625 in Camber 120.000 in Interior Panel 42.000 in Left end 42.000 in Right end 10 Web Vees 14569 4 SJI reaction 21562 # SJI reaction 3010 4 Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi Top Chord: 2-L 3.00x313 Bridg < 280" Ix= 3.024 Center: L = 60.000 Second: L = 37.625 Tag end pani: L = 42.000 First point: Chord shear: V = 13205 A = 3.560 Y = 0.865 Iy= 9.659 Rx = 0.922 P = -78035 Pnx/ci= -89717 P = -16169 Pnz/O= -79262 P = -16545 Pnx/)= -73654 P = -16545 Pn/c =-106802 C = 31016 fv = 7032 Fy = 50000 Ry = 1.647 M = 3100 M = 3021 M = 3072 fc = 8712 Q = 1.000 Rz = 0.589 16 Fillers No Fillers No Filler f = 8272 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x375 Ix= 3.519 Center: L =120.000 Chord shear: V = 14043 3.00x313 Weld 2.81" 3.00x313 Weld 4.32" A = 4.219 Y = 0.887 Iy= 11.641 Rx = 0.913 P = 77419 Pn/n = 126563 T = 18645 fv 6241 Fy = 50000 Q = 1.000 Ry=1.661 Rz=0.587 ft = 4420 f = 6621 Seyco Joist Co, Page 2 V2.2.1.0 Page 49 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Web Angi Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 49.7 90.0 14043 21701 2L 2.00x188 1.433 0.617x 42999 3.9 7.8/ 7.8 V 1 24.6 64.0 -2461 -2706 11, 1.75x143 0.480 0346z -3674 0.6 3.8/ 4.0 C 1 10.7 59.3-13205 -13439 2L 1.50x188 1.057 0.457x -15036 2.4 6.6/ 6.6 T 2 45.8 83.6 12116 17394 2L 1.75x143 0.960 0.543x 28803 4.1 7.5/ 7.5 V 2 0.0 58,2 -2929 -2929 1L 1.50x155 0.441 0.295z -3021 0.6 3.5/ 3.5 C 2 45.8 83,6-10796 -15499 2L 2.00x156 1.199 0.622x -15671 3.3 7.5/ 7.5 T 3 45.8 83.6 9475 13603 2L 1.50x188 1.057 0.457x 31719 2.8 7.5/ 7.5 V 3 0.0 58.2 -3032 -3032 1L 1.50x188 0.529 0.293z -3590 0.5 3.5/ 3.5 C 3 45.8 83.6 -8155 -11708 2L 2.00x125 0.969 0.626x -12348 3.2 7.5/ 7.5 T 4 45.8 83.6 6834 9812 1L 2.00x205 0.778 0.393z 23339 1.9 4.7/ 5.2 V 4 0.0 58.2 -3105 -3105 1L 1.50x188 0.529 0.293z -3590 0.6 3.5/ 3.5 C 4 45.8 83.6 -5514 -7916 2L 1.75x143 0.960 0.543x -9886 1.9 7.5/ 7.5 T 5 45.8 83.6 4252 6104 lL 2.00x125 0.484 0.398z 14531 2.0 4.7/ 5.2 V 5 0.0 58.2 -3149 -3149 1L 1.50x188 0.529 0.293z -3590 0.6 3.5/ 3.5 C 5 45.8 83.6 -4141 -5946 2L 1.50x155 0.882 0.461x -6596 1.3 7.5/ 7.5 Net Uplift: Top Chord Center: P = 39198 Pn/Q = 106802 Bot Chord Center: P = -37830 Pnx/= -368097 Fillers end Web Diagonal: P = -12277 Pnx/c= -12532 Job #S708-17 IIASAT 12 COLD STORAGE Mark JS L - 600LH248/112/-177 x 931 7-1/4 hord gap = 1 amber = 3-9/16 ?aint Gray ridging: Top: 3 SJI, 10 SSR 3ottom: 6 SJI, 6 1stPP, 4 Spaced 30104k Each ength Hole-to-Hole = 93'6-1/2 Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j. 3.00x313 94'9-1/2 (2) 2 BC .JL 3.00x375 83110 (2) 2 TB j. 3.00x313 0 1 7 (2) 2 OB j... 3.00x313 11 7-1/4 (2) 2 A L) 2.00x205 6'9-1/2 (1) 1 B I) 2.00x125 61 9-1/2 (2) 2 C U 1.75x143 51 3-3/8 (6) 6 D U) 1.50x188 41 11-1/2 (1) 1 E U) 1.50x155 51 5-1/2 (2) 2 F i.j 1.50x155 411-1/2 (2) 2 G j... 2.50x188 68-5I8 (4) 4 H j. 2.00x188 71 5-3/8 (2) 2 I .j... 2.00x156 6193/4 (2) 2 J j.. 2.00x156 4T1 (2) 2 K j 2.00x125 61 9 3/4 (6) 6 L .. 1.75x143 61 10 (6) 6 M JL 1.50x188 6'101/4 (2) 2 N j.. 1.50x188 41 11-1/8 (8) 8 0 j.. 1.50x155 6'10-1/4 (16) 16 TC fillers (7) 7 BC fillers Sheet of V2.2.1.0 11/2 'ag End Bearing: Opposite End Bearing. i Long + OIl type B TCX = 017 6 Long + 11 1-1/4 type E TCX = 117_1/4 Deep 8 Deep told 2 bottom angle back 4'11-5/8(BCX) Hold 2 bottom angle back 5'11-7/8(BCX) 1-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 )1 3 931 6-1/4 610-5/8 16'10-5/8 261 10-5/8 36110_5/8 461 10-5/8 56'10-5/8 66'10-5/8 761 10-5/8 861 10-5/8 31 9 111 10-5/8 21'10-5/8 31'10-5/8 41'10-5/8 51'10-5/8 611C-5/8 71'10-5/8 81'10-5/8 90'0-1/4 9 i~-/ \'\ H I N L I M I K A I L B 1 0 0 I 0 0 IA M I N G I L J/HQ ~1-5 I 3 5 4 3 4 2 2 5'/8 21'10-5/8 '11-5/8 11'10-5/8 31'10-5/8 1110 Ill -s.. ill - 2 / \ / -__ 41'10-5/8 61'10-5/8 79! 87'9-$/8 _ __ ____ w NJ 3 2 21 2 2 3 I 7 X5 6 51'10-5/8 71'10-5/8 81'10-5/8 8819-5/8 Seyco Joist Co, Page 1 V2.2.1.0 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 Page 51 of 122 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA 3esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DL11248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 5' 4.375 76.375 Opp 6.000 8.000 Y E 1' 1.750 2 5' 4.375 76.375 niform Live load 112 #/ft full length niform NtUp load -177 #/ft full length niform SJI load 248 #/ft full length niform Dead load 136 #/ft full length JI 1500# AddLoad on Top chord at panel points. ead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 72'3 141 2-1/4 721 3 L14 SJI, Dead ee bridging clip location schedule. op chord panels: (in) 1044.00 1054.63 14060.00 1054.63 1044.00 ot chord panels: (in) Ep=76.38 1082.25 50120.00 10108.38 1011.63 1082,25 Ep=7 6.38 60.000 in Deep 1033.250 in Design length 3919 4f Minimum Shear 58.293 in Effective Depth 5466.293 in4 Ix 0.00 in4 Minimum Ix 54.000 in Clear Depth L/1182 Live Defl L/ 364 SJI Defl 4041975 in-IlMoment 1.000 in Chord gap 3.089 in Camber 2353 # Total weight 30.000 in Centroid oading combinations SJI Ntop Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 o 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 10 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 13805 -7620 8983 4822 0 0 0 0 Pounds Right end reactions: 20549 -7620 15727 4822 0 0 0 0 Pounds Seyco Joist Co, Page 2 V.2.lge 5f122 Job 1S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 :ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA 'esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan op bridging rows: 3 per SJI 9 if deck provides no lateral support. ot bridging rows: 6 per SJI 6 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V.2.1 age 5f122 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 us tomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan op Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 ridg < 279" Ix= 2.756 Iy= 8.645 lix = 0.926 Ry = 1.640 liz = 0.591 liowable tensile stress = 30000 Force = 96422 hord shear: V = 12233 P = 32133 fv = 7255 fc = 9998 f = 8811 end fillers, 14 Interior top chord fillers required. lnt Panel Tension Comp. Local Allow Tens- Compression-Sending 10. Length Height Force Force Bend klfr Stress F'ex F'ez Bend interaction In in lbs lbs in-# psi psi psi Unity Axial Bend Unity Eccen 3-0 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 9327 16922 2203 71.1z 20729 139134 56614 0.154 0.254 0.021 0.275 3-1 60.00 9327 16922 4709 30000 0.145 0.176 0.122 0.298 0.00 54.63 8932 16368 2471 69.4z 16053 82252 33469 0.157 0.317 0.025 0.342 3-2 60.00 17371 32133 5766 30000 0.240 0.333 0.150 0.483 1.83 60.00 17371 32133 3259 48,6x 25243 121201 27741 0.265 0.396 0.033 0.429 3-3 60.00 17371 32133 6316 30000 0.245 0.333 0.164 0.497 0.00 60.00 17371 32133 3057 48.6x 25243 121201 27741 0.260 0.396 0.031 0.427 3-4 60.00 26480 50042 6169 30000 0.338 0.519 0.160 0.679 1.22 60.00 26400 50042 3111 40.6x 25243 121201 27741 0.355 0.617 0.033 0.650 3-5 60.00 26480 50042 6208 30000 0.339 0.519 0.161 0.680 0.00 60.00 26400 50042 3097 48.6x 25243 121201 27741 0.355 0.617 0.033 0.650 J-6 60.00 31946 62128 6198 30000 0.395 0.644 0.161 0.805 1.40 60.00 31946 62128 3101 48.6x 25243 121201 27741 0.412 0.756 0.035 0.800 3-7 60.00 31946 62128 6201 30000 0.395 0.644 0.161 0.805 0.00 60.00 31946 62128 3100 48,6x 25243 121201 27741 0.412 0.766 0.035 0.800 3-8 60.00 33767 68391 6200 30000 0.414 0.709 0.161 0.870 1.31 60.00 33767 68391 3100 48.6x 25243 121201 27741 0.431 0.843 0.036 0.879 3-9 60.00 33767 60391 6200 30000 0.414 0.709 0.161 0.870 0.00 60.00 33767 68391 3100 48.6x 25243 121201 27741 0.431 0.843 0.036 0.879 3-10 60.00 33767 68832 6200 30000 0.414 0.714 0.161 0.875 1.31 60.00 31946 68032 3100 48.6x 25243 121201 27741 0.412 0.848 0.036 0.884 1-11 60.00 31946 68832 6201 30000 0.395 0.714 0.161 0.875 0.00 60.00 31946 68832 3101 48.6x 25243 121201 27741 0.412 0.848 0.036 0.884 3-12 60.00 31946 68832 6198 30000 0.395 0.714 0.161 0.875 1.31 60.00 26480 63450 3097 48.6x 25243 121201 27741 0.355 0.782 0.035 0.817 3-13 60.00 26480 63450 6200 30000 0.339 0.658 0.161 0.819 0.00 60.00 26480 63450 3111 48.6x 25243 121201 27741 0.355 0.782 0.035 0.817 3-14 60.00 26480 63450 6169 30000 0.338 0.658 0.160 0.810 1.21 60.00 17371 50645 3057 48,6x 25243 121201 27741 0.260 0.624 0.033 0.657 1-15 60.00 17371 50645 6316 30000 0.245 0.525 0.164 0.689 0.00 60.00 17371 50645 3259 48.6x 25243 121201 27741 0.265 0,624 0.035 0.659 1-16 60.00 17371 50645 5766 30000 0.240 0.525 0.150 0.690 2.10 54,63 8932 25104 2471 69.4z 16053 82252 33469 0.157 0.487 0.026 0.512 1-17 60.00 9327 25621 4709 30000 0.145 0.266 0.122 0.388 0.00 42.00 9327 25621 2203 71.lz 20729 139134 56614 0.154 0.385 0.022 0.406 1-18 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 aq end top chord extension: einforced with 2- 3.00x281 Combined properties: = 6.43 Y = 4,00 Ix = 69.15 St 17.29 Sb = 17.29 ype "E" 0' 1.000 long. -= 93 fb-= 5 otal defl = 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 4 V2.2.1.0 Page 54 of 122 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 :ustomer: project: VIASAT 12 COLD STORAGE CARLSBAD, CA 'esigried per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 60DL112481112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan op Chord, continued pp end top chord extension: .einforced with 2- 3.00x281 Combined properties: = 6.43 Y = 4,00 Ix = 69.15 St = 17.29 Sb 17.29 ype 'tE" 1' 1.750 long. = 2563 fb- 148 otal defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.Q F'age 55 of 122 Job 4S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 :ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan earing seats: Tag End 3.00x281 Weld 2.95" Opposite End 3.00x281 Weld 4.57" ot Chord: 2-L 3.00x281 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 ilowable tensile stress = 30000 Force = 96422 hord shear: V = 13263 P = 20996 fv = 7867 fc = 6532 f = 8518 Bottom chord fillers required. Dint Panel Tension Comp. Local Allow Tens- Compression -Rending o. Length Height Force Force Bend ki/r Stress F'ex F'ez Bend Interaction - in in lbs lbs in-if psi psi psi Unity Axial Bend Unity Eccen 0.00 0 0 0 30000 0.426 0.000 0.000 0.000 0.22 82.25 20996 11450 0 125.3z 9590 44789 14762 0.218 0.371 0.000 0.371 0.00 41815 22301 0 30000 0.460 0.232 0.000 0.232 0.09 120.00 41815 22381 0 116.6x 11072 21042 6935 0.434 0.629 0.000 0.629 L.-5 0.00 56813 29668 0 30000 0.589 0.308 0.000 0.308 0.13 120.00 56613 29668 0 116.6x 11072 21042 6935 0.589 0.834 0.000 0.834 1.-7 0.00 65987 33312 0 30000 0.684 0.345 0.000 0.345 0.47 120.00 65987 33312 0 116.6x 11072 21042 6935 0.684 0.936 0.000 0.936 1-9 0.00 69339 33312 0 30000 0.719 0.345 0.000 0.345 0.47 120.00 69339 33312 0 116.6x 11072 21042 6935 0.719 0.936 0.000 0.936 1-11 0.00 69339 33312 0 30000 0.719 0.345 0.000 0.345 0.72 120.00 66869 29668 0 116.6x 11072 21042 6935 0.693 0.834 0.000 0.834 0.00 66869 29668 0 30000 0.693 0.308 0.000 0.308 0.22 108.38 58589 22381 0 105.3x 13330 25798 8503 0.608 0.522 0.000 0.522 -14 0.00 62793 22381 0 30000 0.651 0.232 0.000 0.232 0.00 11.63 62793 22381 0 17.7z 29320 2242126 730981 0.651 0.237 0.000 0.237 -15 0.00 62793 22381 0 30000 0.722 0.232 0.000 0.232 0.13 82.25 32356 11450 0 79.9x 18802 44789 14762 0.336 0.095 0.000 0.095 -17 0.00 0 0 0 30000 0.647 0.000 0.000 0.000 0.26 Seyco Joist Co, Page 6 V2.2.1.0 Page 56 of 122 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 u5t0mer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan ocation Web Slope o -Li Ti 51.91 1 -Li VI 29.05 2 -Li Ci 20.89 2 -L3 T2 45.83 3 -L3 V2 0.00 4 -1.3 C2 45.83 4 -Lb T3 45.83 5 -LS V3 0.00 6 -L5 C3 45.83 6 -Li T4 45.83 7 -Li V3 0.00 8 -Li C4 45.83 8 -L9 Tb 45.83 9 -1.9 V3 0.00 10 -L9 C5 45.83 10 -Lii 'P6 45.83 ii -Lii V3 0.00 12 -Lii Ti 45.83 12 -1.13 C6 45.83 13 -1.13 V3 0.00 14 -L13 TO 45.83 14 -L14 V4 39.69 14 -1.15 Ci 45.83 15 -1.15 V3 0.00 16 -1.15 'P9 45.83 16 -Lii CO 20.89 11 -1.11 Vi 29.05 18 -Lii 'PlO 51.91 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 94.50 2-1, 2.00x205 1.556 0.393z 13263 21501 46679 66.68 i-b 1.75x143 0.480 0.346z 713 815 14402 62.39 2-1. 1.50x188 1.057 0.293z 6598 7062 31719 83.65 2-1, 1.Thx143 0.960 0.346z 10961 15730 28803 58.29 1-b 1.50x155 0.441 0.295z 885 885 13229 83.65 2-L 2.00x143 1.103 0.396z 4868 6985 33093 83.65 2-1. 1.50x137 0.784 0.296z 8307 11923 23534 58.29 1-1, 1.50x188 0.529 0.293z 885 885 15860 83.65 2-b 2.00x125 0.969 0.398z 3098 4445 29063 83.65 1-1. 2.00x143 0.552 0.396z 5653 8112 16547 58.29 1-1. 1.50x188 0.529 0.293z 885 885 15060 83.65 2-1, 1.50x155 0.882 0.295z 1327 1905 26459 83.65 1-1, 2.00x125 0.484 0.398z 3919 5624 14531 58.29 1-1. 1.50x188 0.529 0.293z 885 885 15860 83.65 2-1, 1.50x137 0.784 0.2961 0 0 23534 83.65 1-L 2.00x125 0.484 0.398z 3919 5624 14531 58.29 i-b 1.50x188 0.529 0.293z 885 885 15860 83.65 1-b 2.00x143 0.552 0.396z 3919 5624 16547 83.65 2-1, 1.50x137 0.784 0.296z 3098 4445 23534 58.29 1-1. 1.50x188 0.529 0.293z 885 885 15860 83.65 2-L 1.50x137 0.784 0.296z 5050 7247 23534 75.75 i-L 2.00x125 0.484 0.398z 11100 14424 14531 83.65 2-b 2.00x250 1.875 0,391z 4868 6985 56250 58.29 1-1, 1.50x388 0.529 0.293z 885 885 15860 83.65 2-1. 1.75043 0.960 0.346z 17919 25716 28803 62.39 2-1. 2.00x156 1.199 0.396z 6598 7062 35980 66.68 1-1. 1.75x143 0.480 0.346z 713 815 14402 94.50 2-b 2.00x205 1.556 0.393z 20081 32552 46679 Compressive Shear Force Allow lbs lbs lbs 7310 11851 12250 2624 3001 3433 12233 13093 13872 5753 8255 9878 2935 2935 3016 9634 13825 14303 3983 5715 5898 3025 3025 3584 6980 10016 12342 2213 3175 3315 3085 3085 3584 4394 6306 6591 442 635 2929 3116 3116 3584 3939 5624 5898 1069 1534 2929 3119 3119 3584 2213 3175 3315 3919 5624 5898 3092 3092 3584 3983 5715 5898 0 0 3572 16671 23924 24377 3028 3028 3584 5753 8255 9878 19116 20461 23984 2662 3044 3433 7310 11851 12250 Weld Available Thick x Weld (in) Length Top/0ottm .200.8 8.1/ 8.1 .14x0.7 3.9/ 4.1 .19x2.3 6.6/ 6.6 .I4x3.7 7,5/ 7.5 .150.6 3.5/ 3.5 .14x3.3 7.5/ 7.5 .14x2,9 1.6/ 7.6 .19x0.5 3.5/ 3.5 .13x2.7 7.5/ 7.5 ,14x1.9 4.7/ 5.2 .19x0.6 3.5/ 3.5 .15xl.4 7.6/ 7.6 .13x2.0 4.7/ 5.2 .19x0.6 3.5/ 3.5 .14x1.4 7.6/ 7.6 .13x2.0 4.7/ 5.2 .19x0.6 3.5/ 3.5 .14x1.9 4.7/ 5.2 .14x1.4 7.6/ 7.6 .19x0.6 3.5/ 3.5 .14x2.9 7.6/ 7.6 .130.9 4.4/ 4.8 .250.2 7,5/ 7.5 .19x0.5 3.5/ 3.5 .14x6.1 7.5/ 7.5 .16x4.4 6.9/ 6.9 .14x0.7 3.9/ 4.1 .20x5.3 0.1/ 8.1 Seyco Joist Co, Page 1 V.2.16 f122 Job #8708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA 'esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Boles Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y B 0' 1.000 2 51 4.375 76.375 Opp 6.000 8.000 Y B 1' 1.750 2 5' 4.375 76.375 niform Live load 112 #Ift full length niform NtUp load -177 #Ift full length niform SJI load 248 #/ft full length niform Dead load 136 #/ft full length JI 1500* AddLoad on Top chord at panel points. ead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 141 21/4 72 1 3 721 3 L14 SJI, Dead ee bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1033.250 in Design length 3919 # Minimum Shear 58.293 in Effective Depth 5466 in4 Ix 0 in4 Minimum Ix 54.000 in Clear Depth L/1182 Live Defi L/ 364 SJI Defi 4041975 in-#Moment 1.000 in Chord gap 3.089 in Camber 120.000 in Interior Panel 42.000 in Left end 42.000 in Right end 9 Web Vees 13805 # SJI reaction 20549 # SJI reaction 2353 # Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi op Chord: 2-L 3.00x281 ridg < 279" Ix= 2.756 Center: L - 60.000 Second: L = 54.625 ag end pani: L = 42.000 First point: Chord shear: V = 12233 earing seats: Tag End Opposite End ot Chord: 2-L 3,00x281 Ix= 2.756 Center: L =120.000 Chord shear: V = 13263 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -68832 Pnx/= -81131 P = -16368 Pnz/n= -51596 P = -16922 Pnx/ca= -66625 P = -16922 Pn/Q = -96422 C = 32133 fv = 7255 3.00x281 Weld 2.95" 3.00x281 Weld 4.57" A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = 69339 Pn/0 = 96422 T = 20996 fv 7867 Fy = 50000 Q = 1.000 Ry = 1.640 Rz = 0.591 M = 3100 14 Fillers No Fillers M = 2203 No Filler M = 4709 fc = 9998 f = 8811 FY = 50000 Q = 1.000 Ry = 1.640 Rz 0.591 ft = 6532 f = 8518 yco Joist Co, Page 2 V2.2.1.Q Page 5o of 122 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 :ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan Web Angi Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 51.9 94.5 13263 21501 2L 2.00x205 1.556 0.615x 46679 3.8 8.1/ 8.1 V 1 29.0 66.7 -2624 -3001 1L 1.75x143 0.480 0.346z -3433 0.7 3.9/ 4.1 C 1 20,9 62.4-12233 -13093 2L 1.50x188 1.057 0.457x -13872 2.3 6.6/ 6.6 T 2 45.8 83.7 10961 15730 2L 1.75x143 0.960 0.543x 28803 3.7 7,5/ 7.5 V 2 0.0 58.3 -2935 -2935 1L 1.50x155 0.441 0.295z -3016 0.6 3.5/ 3.5 C 2 45.8 83.7 -9634 -13825 2L 2.00x143 1.103 0.624x -14303 3.3 7.5/ 7.5 T 3 45.8 83.7 8307 11921 2L 1.50x137 0.784 0.463x 23534 2.9 7.6/ 7.6 V 3 0.0 58.3 -3025 -3025 1L 1.50x188 0.529 0.293z -3584 0.5 3.5/ 3.5 C 3 45.8 83.7 -6980 -10016 2L 2.00x125 0.969 0.626x -12342 2.7 7.5/ 7,5 T 4 45.8 83.7 5653 8112 1L 2.00x143 0.552 0.396z 16547 1.9 4.7/ 5.2 V 4 0.0 58.3 -3085 -3085 IL 1.50x188 0.529 0.293z -3584 0.6 3.5/ 3.5 C 4 45.8 83.7 -4394 -6306 2L 1.50x155 0.882 0.461x -6591 1,4 7.6/ 7.6 T 5 45.8 83.7 3919 5624 IL 2.00x125 0.484 0.398z 14531 2.0 4.7/ 5.2 V 5 0.0 58.3 -3116 -3116 1L 1,50x188 0.529 0.293z -3584 0.6 3,5/ 3.5 et Uplift: Top Chord Center: P = 31946 Pn/Q = 96422 Bot Chord Center: P = -33312 Pnx/C= -208257 Fillers end Web Diagonal: P = -11851 Pnx/O= --12250 Job #S708-17 Seyco Joist Co, Sheet of VIASAT 12 COLD STORAGE Shop Order V2.2..1.0 11/1 Mark J6 1 - 60DLH248/112/-177 x 8651/4 Quantity Material Length Chow gap = 1 (2) 2 TO i. 3.00x281 8718 CaxtU&er = 3-1/16 (2) 2 BC j. 3.00x281 758-1/2 PaitZ5 Gray (2) 2 TB i. 3.00x281 01 7 Briing: Top: 3 SJI, 9 SSR (2) 2 OB j_ 3.00x281 11 7-3/4 Botm: 6 SJI, 6 1stPP, 4 Spaced 235-4m Each 1,j (2) 2 A 2.00x143 619-1/2 Len Lenc2h Hole-to-Hole = 8615 (2) 2 B 2.00x125 61 9-1/2 1 C L) 2.00x125 62-1/8 2 D i.j 1.75x143 5'5-3/4 (6) 6 E I..) 1.50x188 4 1 11-1/2 1 F U 1.50x155 4111...112 See bridging clip location schedule. (2) 2 G .i. 2.00x250 61 9 (4) 4 H j.. 2.00x205 71 10-1/8 2 I .j_ 2.00x156 51 1-1/2 (2) 2 J a... 2.00x143 61 9-7/8 (2) 2 K a.. 2.00x125 61 9-7/8 (4) 4 L a_ 1.75x143 61 10-1/8 (2) 2 H .ji.. 1.50x188 51 1-7/8 (2) 2 N 1.50xJ.55 6110_3/8 (8) 8 0 a.. 1.50x137 61 10-3/8 (14) 14 TO fillers (7) 7 BC fillers Tag End Bearing: Opposite End Bearing 6 Long + 0'l type E TCX = 01 7 6 Long + 11 1_3/4 type E TCX = 117-3/' 8 Deep 8 Dee) Hold 2 bottom angle back 51 5-3!8(BCx) Hold 2 bottom angle back 61 6-1/8(BCX 0-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 01 3 861 4-1/4 83-5/8 181 3-5/8 281 3-5/8 381 3-5/8 4813_5/8 581 3-5/8 681 3-5/8 7813_5/8 319 131 3-5/8 I 231 3-5/8 I 331 3-5/8 I 4313 5/8 531 3-5/8 I 633-5/8 I 7313_5/ I 82110-1/4 -K 1\ -x -x x -x x-1 -x_ X_l_X 4{ X_l -x ) )_ O\ /\ F E / X/ \x \ E E E E /\ /1 //871: E . 0 K A \/ N B \/ x 0\ /0 C 7 H 3 4 4 212 212 2 3 4 1 7 61 -3/8 231 3-5/8 431 3-5/8 631 3-5/8 733-5/8 811 1-7/8 51 5-3/8 131 3-5/8 33'3-5/8 531 3-5/8 721 4 8011-7/8 Seyco Joist Co, Page 1 V.2.l68f122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustoiner: roject: VIASAT 12 COLD STORAGE C1RLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 4' 7.750 67.750 Opp 6.000 8.000 1 E 1' 1.750 2 4' 7.750 67.750 Iniform Live load 112 4/ft full length Iniform NtUp load -177 11/ft full length Iniform. SJI load 248 4/ft full length Iniform Dead load 136 4/ft full length Ji 15004 AddLoad on Top chord at panel points. )ead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 65'l 141 2-1/2 651 1 L13 SJI, Dead op chord panels:(in) 1058.00 1057.75 10060.00 1065.25 1054.75 1057.75 1058.00 ;ot chord panels: (in) Ep=67.75 10108.00 40120.00 10125.25 10102.75 Ep=67.75 50.000 in Deep 947.500 in Design length 3698 11 Minimum Shear 48.293 in Effective Depth 3753.424 in4 Ix 0.00 in4 Minimum Ix 44.000 in Clear Depth L/1053 Live Defi L/ 309 SJI Defi 3580819 in-#Moment 1.000 in Chord gap 2.598 in Camber 2059 4 Total weight 25.000 in Centroid oading combinations SJI Ntup Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 13069 -6988 8648 4422 0 0 0 0 Pounds Right end reactions: 19512 -6988 15091 4422 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1 0 Pageêl of 122 Job 4tS708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 :ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA 'esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan op bridging rows: 3 per S111 9 if deck provides no lateral support. ot bridging rows: 5 per EJI 5 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 62 of 122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan op Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 ridg < 279" Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 .11owable tensile stress = 30000 Force = 96422 hord shear: V = 11135 p = 39572 fv = 6604 fc = 12312 f 9029 end fillers, 12 Interior top chord fillers required. 1ht Panel Tension Comp. Local Allow Tens- Compression-Bending b. Length Height Force Force Bend kl/r Stress rex Fez Bend Interaction in in lbs lbs in-# ______ psi psi psi Unity Axial Bend Unity Eccen 3-0 50.00 0 0 0 30000 0.000 0.000 0.000 0.000 56.00 8952 16864 4637 94.8z 15550 78263 31845 0.213 0.337 0.046 0.384 i-1 50.00 8952 16864 6929 30000 0.164 0.175 0.100 0.355 0.00 57.75 8782 16627 2327 13.32 14914 73591 29944 0.151 0.347 0.023 0.370 3-2 50.00 20531 39572 5648 30000 0.271 0.410 0.147 0.557 1.10 60.00 20531 39572 3302 48.6x 25243 121201 27741 0.299 0.488 0.034 0.522 3-3 50.00 20531 39572 6348 30000 0.278 0.410 0.165 0.575 0.00 60.00 20531 39572 3046 48.6x 25243 121201 27741 0.292 0.488 0.031 0.519 3-4 50.00 29327 58204 6160 30000 0.368 0.604 0.160 0.764 1.07 60.00 29327 58204 3114 48.6x 25243 121201 27741 0.385 0.717 0.034 0.752 3-5 50.00 29327 58204 6211 30000 0.368 0.604 0.161 0.765 0.00 60.00 29327 58204 3096 48.6x 25243 121201 27741 0.385 0.717 0.034 0.751 3-6 50.00 33725 69729 6197 30000 0.414 0.723 0.161 0.884 1.03 60.00 33725 69729 3101 48.6x 25243 121201 27741 0.430 0.859 0.036 0.895 3-7 50.00 33725 69729 6200 30000 0.414 0.723 0.161 0.884 0.00 60.00 33725 69729 3098 48.6x 25243 121201 27741 0.430 0.859 0.036 0.895 3-8 50.00 33725 74148 6204 30000 0.414 0.769 0.161 0.930 1.14 60.00 33725 74148 3106 46.6x 25243 121201 27741 0.430 0.914 0.036 0.950 J-9 50.00 33725 74148 6183 30000 0.414 0.769 0.161 0.930 0.00 60.00 33725 74148 3077 48.6x 25243 121201 27741 0.430 0.914 0.036 0.950 3-10 50.00 33725 74148 6262 30000 0.414 0.769 0.163 0.932 1.14 60.00 29327 71461 3184 48.6x 25243 121201 27741 0.387 0.881 0.037 0.918 3-11 50.00 29327 71461 5969 30000 0.366 0.741 0.155 0.896 0.00 60.00 29327 71461 2785 48.6x 25243 121201 27741 0.376 0.881 0.032 0.913 3-12 50.00 29327 71461 7061 30000 0.377 0.741 0.183 0.924 0.99 65.25 20046 61776 4216 52.8x 24459 102482 23456 0.317 0.786 0.049 0.835 3-13 50.00 20046 61776 6505 30000 0.275 0.641 0.169 0.810 0.00 54.75 20046 61776 2105 44.3x 25983 145559 33316 0.263 0.740 0.023 0.762 3-14 50.00 20046 61776 4773 30000 0.251 0.641 0.124 0.765 1.16 57.75 8782 25597 2654 73.3z 14914 73591 29944 0.160 0.534 0.028 0.562 J-15 50.00 8952 25818 7151 30000 0.167 0.268 0.186 0.453 0.00 56.00 8952 25818 4526 94.8z 15550 78263 31845 0.210 0.517 0.048 0.564 3-16 50,00 0 0 0 30000 0.000 0.000 0.000 0.000 aq end too chord extension: einforced with 2- 3.00x281 Combined properties: 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb 17.29 ype "E" 0' 1.000 long. -= 93 fb-= 5 otal defl = 0.0000 Live deli = 0.0000 Seyco Joist Co, Page 4 V2.2.1.0 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 Page 63 of 122 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan op Chord, continued pp end top chord extension: einforced with 2- 3.00x281 Combined properties: = 643 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 ype "E" 1' 1.750 long. - = 2563 fb- = 148 otal defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 64 of 122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 :ustomer: Toject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. 37 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan earing seats: Tag End 3.00x281 Weld 2.77" Opposite End 3.00x281 Weld 4.32" ot Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 0 = 1.000 Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz 0.591 ilowable tensile stress = 30000 Force = 96422 hord shear: V = 12386 p = 27591 fv = 7347 fe = 8584 f 8509 Bottom chord fillers required. 1nt Panel Tension Comp. Local Allow Tens- Compression-Bending !o. Length height Force Force Bend kl/r Stress Vex Flea Bend Interaction In in lbs lbs in-# ______ psi _L psi Unity Axial Bend Unity Eccen 0.00 0 0 0 30000 0.425 0.000 0.000 0.000 0.33 108.00 27591 14483 0 164.6z 5562 25978 8562 0.286 0.810 0.000 0.810 0.00 49776 25479 0 30000 0.516 0.264 0.000 0.264 0.06 120.00 49176 25479 0 116.6x 11072 21042 6935 0.516 0.716 0.000 0.716 0.00 64855 32076 0 30000 0.673 0.333 0.000 0.333 0.20 120.00 64855 32076 0 116.6x 11072 21042 6935 0.673 0.901 0.000 0.901 0.00 72827 34275 0 30000 0.755 0.355 0.000 0.355 0.51 120.00 72827 34275 0 116.6x 11072 21042 6935 0.755 0.963 0.000 0.963 0.00 73693 3475 0 30000 0.764 0.355 0.000 0.355 0.51 120.00 73693 32076 0 116.6x 11072 21042 6935 0.764 0.901 0.000 0.901 -11 0.00 73693 32076 0 30000 0.764 0.333 0.000 0.333 0.47 125.25 61528 25479 0 121.7x 10163 19315 6366 0.700 0.780 0.000 0.780 -13 0.00 67528 25479 0 30000 0.720 0.264 0.000 0.264 0.01 102.75 43165 14483 0 156.6z 6145 28700 9459 0.448 0.733 0.000 0.733 -15 0.00 0 0 0 30000 0.655 0.000 0.000 0.000 0.12 Page 6 V2.2.1.0 Page 65 of 122 By RC 17:01 Entered 09/29/17 Revised 11/17/17 Seyco Joist Co, Job #8708-17 - ustomer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3,500 Special Crimped angle Parallel chord Longspan cation Web Slope 0 -LI Ti 53.70 1 -Li VI 11.41 2 -Li Cl 44.83 2 -L3 P2 51.17 3 -L3 V2 0.00 4 -L3 C2 51.17 4 -LS P3 51.17 5 -L5 V2 0.00 6 -LS C3 51.17 6 -1,7 T4 51.17 7 -1.7 V2 0.00 3 -Li Cl 51.17 3 -L9 P5 51.17 -L9 V2 0.00 10 -L9 CS 51.17 10 -Lii C6 51.17 11 -Lii V2 0.00 12 -Lii P6 51.17 12 -L13 Cl 53.49 13 -LU V2 0.00 14 -L13 Ti 48.59 14 -1.15 CO 44.83 15 -LiS Vi 11.41 16 -LIS TO 53.70 Tensile Length Area R Shear Force Allow in Member .th2 in lbs lbs lbs 01.58 2-L 2.00x143 1.103 0.396z 12386 20924 33093 49.27 i-L 1,50x125 0.359 0.296z 839 856 10781 68.09 2-1. 2.00x143 1.103 0.396z 5736 8087 33093 77.02 2-1, 1.50x155 0.082 0.295i 9823 15667 26459 48.29 l-L 1.50x109 0.315 0.297z 885 885 9454 77.O2 2-L 2.00x125 0.969 0.398z 3983 6352 29063 77.02 1-1. 2.00x108 0.717 0.394z 7153 11409 21500 48.29 l-L l.50x109 0.315 0.297z 885 885 9454 77.02 2-L 1.15x143 0.960 0.346z 2213 3529 28803 77.02 1-L 1.75x143 0.480 0.346z 4565 7280 14402 48.29 1-L 1.50x109 0.315 0.297z 885 885 9454 77.02 1-L 2.00x230 0.867 0.392z 443 706 26013 77.02 1-1. 1.75x]43 0.480 0.346z 3698 5897 14402 48.29 1-I. 1.50x109 0.315 0.297z 885 885 9454 77.02 F-L 2.00x230 0.867 0.392z 927 1478 26013 77.02 1-1, 2,00x230 0.867 0.392z 2212 3529 26013 48.29 1-1, 1.50x109 0.315 0,297a 885 885 9454 77.02 1-L 2.00x188 0.717 0.394s 3698 5897 21500 81.18 2-b 1.75x143 0.960 0.346z 4021 6759 28803 40.29 1-L 1.50x109 0.315 0.297z 885 885 9454 73.01 2-L 1.50x155 0.882 0.295z 16611 25111 26459 68.09 2-L 2.00x205 1.556 0.393z 5736 8087 46679 49.27 1-L 1.50x125 0.359 0.296z 839 856 10781 81.58 2-1. 2.00x143 1.103 0.396z 18963 32034 33093 Compressive Shear Force Allow lbs lbs lbs 6575 11107 11960 2797 2053 3197 11135 15700 18307 4868 7763 7775 2972 2972 3194 8488 13538 13679 3098 4940 5015 3065 3065 3194 5822 9285 11562 1328 2117 2590 3123 3123 3194 3698 5897 6010 0 0 2590 3145 3145 3194 3698 5897 6010 3690 5897 6010 3132 3132 3194 3097 4940 5015 4986 8381 10490 3083 3083 3194 4906 7417 8654 17787 25078 26961 2841 2898 3197 6575 11107 11960 Weld Available Thick x Weld (in) Length Top/sottm .14t4.9 8.3/ 8.3 ,130.8 3.5/ 3.6 .140.7 7.5/ 7.5 .150.4 8.1/ 8.1 .11x0.9 3.5/ 3.5 .13x3.6 8.0/ 8.0 .19x2.0 5.0/ 5.6 .11x0.9 3.5/ 3.5 .14x2.2 8.0/ 0.0 .14x1.7 4.8/ 5.4 .1lxl.0 3.5/ 3.5 .23x0.9 5.0/ 5.6 .14x1.7 4.8/ 5.4 .11x1.0 3.5/ 3.5 .23x0.9 5.0/ 5.6 .23x0.9 5,0/ 5.6 .1lxi.0 3.5/ 3.5 .19x1.9 5.0/ 5.6 .14x2.0 8.3/ 8.3 .11xl.0 3.5/ 3.5 .15x5.5 7.8/ 7.8 .20x4.1 7.5/ 7.5 .13x0.8 3.5/ 3.6 .14x7.5 8.3/ 8.3 Seyco Joist Co, Page 1 V2.2.1.0 Page 66 of 122 Job #S708-17 By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA :esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 4' 7.750 67.750 Opp 6.000 8.000 Y E 1' 1.750 2 4' 7.750 67.750 niform Live load 112 4/ft full length niform Ntup load -177 4/ft full length niform SJI load 248 4/ft full length niform Dead load 136 4/ft full length JI 15004 AddLoad on Top chord at panel points. ead 15004 AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 65 1 1 14 1 21/2 651 1 L13 SJI, Dead end loads: SJI NtOp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 50.000 in Deep 947.500 in Design length 3698 4 Minimum Shear 48.293 in Effective Depth 3753 in4 Ix 0 1n4 Minimum Ix 44.000 in Clear Depth L/1053 Live Defl L/ 309 SJI Defl 3580819 in-#Moinent 1.000 in Chord gap 2.598 in Camber 120.000 in Interior Panel 56.000 in Left end 56.000 in Right end 8 Web Vees 13069 # 5.11 reaction 19512 it SJI reaction 2059 4 Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl op Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 ridg < 279" Ix= 2,756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L = 60.000 P = -74148 Pnx/O= -81131 M = 3106 12 Fillers Second: L = 57.750 P = -16627 Pnz/n= -47936 No Fillers ag end pani: L = 56.000 P = -16864 Pnx/n= -49978 M = 4637 No Filler First point: P = -16864 Pnh1 = -96422 H = 6929 Chord shear: V = 11135 C = 39572 fv = 6604 fc = 12312 f = 9029 earing seats: Tag End 3.00x281 Weld 2.77" Opposite End 3.00x281 Weld 4.32" ot Chord: 2-L 3.00x281 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 =120.000 P = 73693 Pn/Q = 96422 Chord shear: V = 12386 T = 27591 fv = 7347 ft = 8584 f = 8509 Seyco Joist Co, Page 2 V2.2.1.0 Page 67 of 122 Job #8708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50L}1248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan I Web Angi Lngth Shear Force Member Area R Pn/ Weld T-Av1W-B FT[ 3.7 81.6 12386 20924 2L 2.00x143 1.103 0.624x 33093 4.9 83/ 8.3 V 1 11.4 49.3 -2797 -2853 lb 1.50x125 0.359 0.296z -3197 0.8 3.5/ 3.6 C 1 44.8 68.1-11135 -15700 2L 2.00x143 1.103 0.624x -18307 3.7 7.5/ 7.5 T 2 51.2 77.0 9823 15667 2L 1.50x155 0.882 0.461x 26459 3.4 8.1/ 8.1 V 2 0.0 48.3 -2972 -2972 1L 1.50x109 0.315 0.297z -3194 0.9 3.5/ 3.5 C 2 51.2 77.0 -8488 -13538 2L 2.00x125 0.969 0.626x -13679 3.6 8.0/ 8.0 T 3 51.2 77.0 7153 11409 lb 2.00x188 0.717 0.394z 21500 2.0 5.0/ 5.6 V 3 0.0 48.3 -3065 -3065 1L 1.50x109 0.315 0.297z -3194 0.9 3,5/ 3.5 C 3 51.2 77.0 -5822 -9285 2L 1.75x143 0.960 0.543x -11562 2.2 8.0/ 8.0 P 4 51.2 77.0 4565 7280 IL 1.75x143 0.480 0.346z 14402 1.7 4.8/ 5.4 V 4 0.0 48.3 -3123 -3123 IL 1.50x109 0.315 0.297z -3194 1.0 3.5/ 3.5 C 4 51.2 77.0 -3698 -5897 1L 2.00x230 0.867 0.392z -6010 0.9 5.0/ 5.6 let Uplift: Top Chord Center: P = 33725 Pn/) = 96422 Bot Chord Center: P = -32076 Pnx/)= -288255 Fillers end Web Diagonal: P = -11107 Pnx/n= -11960 Job #S708-17 VIASAT 12 COLD STORAGE Mark J7 1 - 50LH248/112/-177 x 79'31/2 Chof4 gap = 1 CamSer = 2-9/16 Pail' Gray Briing: Top: 3 SJI, 9 SSR Botim: 5 SJI, 5 1stPP, 4 Spaced 205 Each Le Hole-to-Hole = 7913_1/4 a- Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC i. 3.00x281 801 6-1!4 (2) 2 BC j.. 3.00x281 70'0 (2) 2 TB L 3.00x281 01 7 (2) 2 OB j._ 3.00x281 11 7-3/4 (3) 3 A .) 200x230 61 2-3/4 (2) 2 B U 2.00x188 61 23/4 (2) 2 C U 1.75x143 61 3 (2) 2 D U 1.50x125 41 1-3/8 (6) 6 E Lj 1.50x109 4 1 1-1/2 (2) 2 F j.. 2.00x205 5'6 1/4 (4) 4 G .j. 2.00x143 6'9-1/4 (2) 2 H ji 2.00x143 5'6-1/4 (2) 2 I j.. 2.00x125 61 3-1/4 (2) 2 J ..i. 1.75x143 61 7-5/8 (2) 2 K j. 1.75x143 61 3-1/2 (2) 2 L j_ 1.50x155 61 3-5/8 (2) 2 H j. 1.50x155 51 11-5/8 (12) 12 TC fillers (5) 5 BC fillers Sheet of V2.21.0 11/1 Tag End Bearing: Opposite End. Bearing: 6 Long + 0'l type E TCX = 01 7 6 Long + 11 1-3/4 type B TCX = 11 7-31' 8 Deep 8 Dee Hold 2 bottom angle back 4'8-3/4(BCX) Hold 2 bottom angle back 5'9-1/2(BCX) 0-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/ 01 3 79 1 2-1/2 9'8-3/4 19'8-3/4 291 8-3/4 39'8-3/4 49'83/4 59'83/4 691 8-3/4 41 11 1 14'8-3/4 I 2418-3/4 I 3418-3/4 1 441 8-3/4 I 541 8-3/4 I 65 1 2 I 74'6-1/2 0' I 80'6-1/ A FIG 5 II 5 '-3/4 4 '8-3/4 4 14'8-3/4 24'8-3/4 34'8-3/4 44'8-3/4 1 2 216 5 1 1 8 65'2 74'8-3/4 54'8-3/4 73'8-3/4 I Seyco Joist Co, Page 1 V2.2.1.0 Page 69 of 122 Job #S708-17 By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y B 0' 1.000 2 3' 1.750 49.750 Opp 6.000 8.000 Y E 1' 1.750 2 3' 1.750 49.750 Uniform Live load 112 #/ft full length Uniform NtUp load -177 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 #/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 57 1 10 571 10 L18 SJI, Dead 14 14 See bridging clip location schedule. Top chord panels:(in) 1836.00 1037.00 18840.00 1837.00 1036.00 Bot chord panels: (in) Ep=49.75 1863.25 7880.00 1021.00 1859.00 1063.25 Ep=4 9.75 40.000 in Deep 862.000 in Design length 3477 ii Minimum Shear 38.293 in Effective Depth 2361.963 1n4 Ix 0.00 1n4 Minimum Ix 34.000 in Clear Depth L/ 880 Live Defl L/ 243 SJI Defl 3173283 in-#Moment 1.000 in Chord gap 2.150 in Camber 1840 # Total weight 20.000 in Centroid Loading combinations SJI Dead Live Wind Seis +/-W +1-B and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 o 1.11 0 0 0 0 0.70 O 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 12379 -6357 8357 4023 0 0 0 0 Pounds Right end reactions: 18435 -6357 14413 4023 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 70 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40L11248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Top bridging rows: 3 per SJI 11 if deck provides no lateral support. Bot bridging rows: 5 per SJI 5 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2,1.0 Page 71 of 122 Job %S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11171 p = 32000 fv = 6626 fc = 9956 f = 8287 0 end fillers, 6 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kllr Stress F'ex F'ez Bend Interaction in in lbs lbs in-# psi psi psi Unity Axial Bend Unity Eccen (3-0 40.00 0 0 0 30000 0.000 0.000 0.000 0.000 34,00 7615 14895 1673 57.6z 23546 212311 86390 0.122 0.197 0.018 0.215 U-1 40.00 7615 14895 2627 30000 0.106 0.154 0.068 0.223 0.00 37.00 1427 14632 983 47.0z 22518 179218 72948 0.103 0.202 0.010 0.213 (3-2 40.00 16055 32000 2481 30000 0.192 0.332 0.064 0.414 1.96 40.00 16055 32000 1478 50.8z 24844 272702 62417 0.205 0.401 0.014 0.415 (1-3 40.00 16055 32000 2829 30000 0.196 0.332 0.013 0.405 0.00 40.00 16055 32000 1351 50.8z 24844 272702 62417 0.202 0.401 0.013 0.414 (3-4 40.00 24683 50245 2736 30000 0.284 0.521 0.071 0.592 1.30 40.00 24683 50245 1385 50.8r 24844 272702 62417 0.292 0.629 0.014 0.643 U-5 40.00 24683 50245 2761 30000 0.284 0.521 0.072 0.593 0.00 40.00 24683 50245 1376 50.8z 24844 272702 62417 0.292 0.629 0.013 0.643 U-6 40.00 30846 64455 2754 30000 0.348 0.668 0.071 0.740 1.36 40.00 30846 64455 1378 50.8z 24844 272702 62417 0.356 0.807 0.014 0.821 0-7 40.00 30846 64455 2756 30000 0.348 0.668 0.072 0.740 0.00 40.00 30846 64455 1378 50.8z 24844 272702 62417 0.356 0.807 0.014 0.821 U-8 40.00 34544 74629 2755 30000 0,387 0.774 0.072 0.846 1.39 40.00 34544 74629 1376 50.8z 24844 272702 62417 0.394 0.935 0.014 0.949 (3-9 40.00 34544 74629 2756 30000 0.387 0.774 0.072 0.846 0.00 40.00 34544 74629 1378 50.8z 24844 272702 62417 0.394 0.935 0.014 0.949 (3-10 40.00 35777 80767 2756 30000 0.399 0.838 0.072 0.909 1.36 40.00 35777 80767 1378 32.4' 21784 272702 62417 0.407 0.904 0.014 0.918 U-11 40.00 35777 80767 2756 30000 0.399 0.838 0.072 0.909 0.00 40.00 35777 80767 1378 32.4x 27784 272702 62417 0.407 0.904 0.014 0.918 (3-12 40.00 35777 82869 2756 30000 0.399 0.859 0.072 0.931 1.36 40.00 34544 82869 1378 32.4x 21784 272702 62417 0.394 0.928 0.014 0.942 (1-13 40.00 34544 82869 2156 30000 0.387 0.859 0.072 0.931 0.00 40.00 34544 82869 1378 32.4x 27784 272702 62417 0.394 0.928 0.014 0.942 U-14 40.00 34544 82869 2755 30000 0.387 0.859 0.072 0.931 1.40 40.00 30846 80969 1378 32.4x 27784 272702 62417 0.356 0.907 0.014 0.921 0-15 40.00 30846 80969 2756 30000 0.348 0.840 0.072 0.911 0.00 40.00 30846 80969 1378 32.4x 27784 272702 62417 0.356 0.907 0.014 0.921 (3-16 40.00 30846 80969 2754 30000 0.348 0.840 0.071 0.911 1.39 40.00 24683 75810 1376 50.8z 24844 272702 62417 0.292 0.949 0.014 0.963 U-17 40.00 24683 75810 2761 30000 0.284 0.786 0.072 0.858 0.00 40.00 24683 75810 1385 50.8z 24844 272702 62417 0.292 0.949 0.014 0.963 (3-18 40.00 24683 75810 2736 30000 0.284 0.786 0.071 0.857 1.41 40.00 16055 50166 1351 50.8z 24844 272702 62417 0.202 0.628 0.013 0.641 U-19 40.00 16055 50166 2829 30000 0.196 0.520 0.073 0.594 0.00 40.00 16055 50166 1478 50.8z 24844 272702 62417 0.205 0.628 0.014 0.643 (3-20 40.00 16055 50166 2481 30000 0.192 0.520 0.064 0.648 1.71 37.00 7427 22407 983 47.0z 22518 179278 72948 0.103 0.310 0.009 0.319 (3-21 40.00 7615 22652 2627 30000 0.106 0.235 0.068 0.303 0.00 34.00 7615 22652 1673 57.6z 23546 212311 86390 0.122 0.299 0.016 0.315 (3-22 40.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Pacie 72 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised ll/18/11 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Top Chord, continued Tao end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 type "E" 01 1.000 long. 93 fb-= 5 Total defi = 0.0000 Live defi = 0.0000 Ooo end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb 17.29 type "E" 1' 1.750 long. H- = 2563 fb- = 148 Total defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 73 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLS BAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LN248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.61" Opposite End 3.00x281 Weld 4.07" Bot Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11945 P = 21364 fv = 7085 fc = 6647 f = 7826 5 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length height Force Force Bend kl/r Stress Fex Fez Bend Interaction in in lbs lbs in-1 ______ psi psi psi Axial Bend Unity Eccen L-1 0.00 0 0 0 30000 0.391 0.000 0.000 0.000 0.64 63.25 21364 10816 0 96.4z 15213 75740 24963 0.222 0.221 0.000 0.221 L-3 0.00 41627 20677 0 30000 0.445 0.214 0.000 0.214 0.41 80.00 41627 20677 0 121.9z 10137 47344 15604 0.432 0.635 0.000 0.635 L-5 0.00 57855 28073 0 30000 0.600 0.291 0.000 0.291 0.73 80.00 57855 28073 0 121.9z 10137 47344 15604 0.600 0.862 0.000 0.862 L-7 0.00 70046 33003 0 30000 0.726 0.342 0.000 0.342 0.82 80.00 70046 33003 0 77.8x 19282 47344 15604 0.726 0.533 0.000 0.533 L-9 0.00 78202 35469 0 30000 0.811 0,368 0.000 0.368 0.79 80.00 78202 35469 0 77.8x 19282 47344 15604 0.811 0.572 0.000 0.572 L-11 0.00 82322 35469 0 30000 0.854 0.368 0.000 0.368 0.84 80.00 82322 35469 0 77.8x 19282 47344 15604 0.054 0.572 0.000 0.572 L-13 0.00 82407 35469 0 30000 0.855 0.368 0.000 0.368 0.84 80.00 82407 33003 0 77.8x 19282 47344 15604 0.855 0.533 0.000 0.533 L-15 0.00 82407 33003 0 30000 0.855 0.342 0.000 0.342 0.90 80.00 78870 28073 0 121.9z 10137 47344 15604 0.818 0.862 0.000 0.862 L-17 0.00 78870 28073 0 30000 0.810 0.291 0.000 0.291 0.74 21.00 71788 20677 0 32.0z 27836 687080 226454 0.745 0.231 0.000 0.231 L-18 0.00 71788 20677 0 30000 0.745 0.214 0.000 0.214 0.00 59.00 61160 20677 0 89.9z 16615 87045 28689 0.634 0.307 0.000 0.387 L-19 0.00 61160 20677 0 30000 0.685 0.214 0.000 0.214 0.39 63.25 32941 10816 0 61.5x 22757 75740 24963 0.342 0.074 0.000 0.074 L-21 0.00 0 0 0 30000 0.597 0.000 0.000 0.000 0.32 Seyco Joist Co, Page 6 V2.2.1.0 Page 74 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 72' 2.000 Special Crimped angle Parallel chord Longspan Location Web 2E 00 -Li Ti 51.27 Vi -Li Vi 19.75 02 -Li Cl 31.26 02 -1.3 T2 46.25 03 -1.3 V2 0.00 04 -1.3 C2 46.25 134 -LS P3 46.25 05 -1.5 V2 0.00 06 -1.5 C3 46.25 U6 -[.7 T4 46.25 U7 -1.7 V2 0.00 08 -[.7 C4 46.25 08 -1.9 T5 46.25 09 -1.9 V2 0.00 U10 -1.9 CS 46.25 U1O -Lii T6 46.25 011 -Lii V2 0.00 012 -Lii C6 46.25 012 -1,13 Ti 46.25 013 -L13 V2 0.00 014 -L13 C? 46.25 U14 -LiS TO 46.25 015 -1.15 V2 0.00 016 -1.15 P9 46.25 U16 -1.17 CO 46.25 Ui? -1.17 V2 0.00 U18 -[.17 T1O 46.25 018 -1.18 V3 26.39 U18 -1.19 C9 46.25 U19 -1.19 V2 0.00 U20 -1.19 P11 46.25 020 -1,21 CIO 31.26 021 -1.21 Vi 19.75 1322 -1.21 T12 51.27 Weld Thick x Length .19x3.4 .13x0.7 .23x1.9 16x3 .2 .11x0.8 15x3.0 . 13x3 .3 llx0.8 ,23x1.6 .19x1.7 llx0.8 18x1 .6 .11x2.2 .11x0.9 .13x1.6 .11xl.6 .lix0.9 .13x1.4 .11xl.6 .11x0.9 .13x1.4 .13x1.5 11x0.9 .19x1.4 .l3xl.4 .11xO.9 .13x2.0 .15x2.7 .16x4.9 .11x0.8 .22x3.7 .19x3.7 .13x0.? .19x5.2 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs 1b8 61.21 2-1. 1.50x188 11 11945 19093 31719 40.69 I-L 1.25x125 0.297 0.246z 524 556 8906 44.80 1-1. 2.00x230 0.867 0.392z 5503 6531 26013 55.37 1-1. 2.00x156 0.600 0.396z 10306 14903 17990 38.29 1-L 1.25x109 0.261 0.247z 590 590 7819 55.37 2-L 1.50x155 0.882 0.295z 4425 6399 26459 55,37 1-L 2.00x125 0.484 0.398z 8513 12311 14531 38.29 1-1, 1.25x109 0.261 0.247z 590 590 7819 55.37 1-L 2.00x230 0.867 0.392z 3245 4693 26013 55.37 1-1. l.50x180 0.529 0.293z 6721 9719 15860 38.29 l-L 1.25109 0.261 0.247z 590 590 7019 55.37 1-1. 2.00x176 0.673 0.394z 2065 2986 20191 55.37 1-1. 1.50x109 0.315 0.297z 5014 7251 9454 38.29 1-I. 1.25x109 0.261 0.247z 590 590 7819 55.37 1-1. 2.00x125 0.484 0.398z 885 1280 14531 55.37 l-L 1.25x109 0.261 0.247z 3477 5020 7819 38.29 i-L 1.25x109 0.261 0.247z 590 590 7819 55.37 1-1, 2.00x125 0.404 0.398z 0 0 14531 55.37 1-L 1.25x109 0.261 0.247z 3477 5028 7819 38.29 1-1. 1.25x109 0.261 0,247z 590 590 7819 55.37 1-L 2.00x125 0.484 0.398z 984 1423 14531 55.37 1-1. 1.50x125 0.359 0.296z 3417 5028 10781 38.29 1-1. 1.25x109 0.261 0.247z 590 590 7819 55,37 1-1. 1.50x188 0.529 0.293z 3477 5028 15860 55.37 1-L 2.00x125 0.484 0.398z 3245 4693 14531 38.29 1-L 1.25x109 0.261 0.247z 590 590 7019 55.37 1-1. 2.00x125 0.484 0.398z 4569 6607 14531 42.75 1-1. 1.50055 0.441 0.295z 11100 12391 13229 55.37 2-1. 2.00x156 1.199 0.396z 4425 6399 35980 38.29 1-L 1.25009 0.261 0.247z 590 590 7819 55.37 1-L 2.00x217 0.821 0.392z 16623 24038 24627 44.80 2-1. l.50x188 1.057 0.293z 5583 6531 31719 40.69 1-1. 1.25x125 0.297 0.246z 524 556 0906 61.21 2-1. 1.50x188 1.057 0.293z 10166 29036 31719 Compressive Shear Force Allow lbs lbs lbs 6107 - 9761 10941 2373 2521 2782 11171 13069 13854 5015 7252 7916 2550 2550 2893 9409 13607 13873 3835 5546 6230 2641 2641 2893 7617 11015 11442 2655 3039 3972 2712 2712 2893 5859 8473 8941 1475 2133 2430 2763 2763 2893 4170 6029 6230 295 427 1383 2793 2793 2893 3477 5028 6230 07 126 1303 2804 2804 2893 3477 5028 6230 1800 2719 2753 2794 2794 2893 2655 3839 3972 3673 5311 6230 2769 2769 2893 3835 5546 6230 0 0 5566 15778 22017 24062 2640 2640 2893 5015 7252 10857 17439 20402 20709 2410 2560 2782 6106 9761 10941 Available Weld (in) Top/8ottrn 8.2/ 8.2 3.3/ 3.4 4.11 4.4 4.7/ 5.2 3.3/ 3.3 7.6/ 7.6 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 4.2/ 4.? 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.2/ 4.7 4.7/ 5.2 3.3/ 3.3 4.6/ 5.1 3.6/ 3.8 7.6/ 7.6 3.3/ 3.3 4.7/ 5.2 6.8/ 6.8 3.3/ 3.4 8.2/ 8.2 Seyco Joist Co, Page 1 V2.2.1.0 Page 75 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40L11248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6,000 8.000 Y B 0' 1.000 2 3' 1.750 49.750 Opp 6.000 8.000 Y E 1' 1.750 2 3' 1.750 49.750 Uniform Live load 112 #/ft full length Uniform NtUp load -177 it/ft full length Uniform SJI load 248 It/ft full length Uniform Dead load 136 It/ft full length SJI 15000 AddLoad on Top chord at panel points. Dead 1500* AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 54 1 10 57'10 L18 1 1 4 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0,0 0.0 Kips 40.000 in Deep 862.000 in Design length 3477 0 Minimum Shear 38.293 in Effective Depth 2362 in4 Ix 0 in4 Minimum Ix 34.000 in Clear Depth L/ 880 Live Deft L/ 243 SJI Defi 3173283 in-itMoment 1.000 in Chord gap 2.150 in Camber 80.000 in Interior Panel 34.000 in Left end 34.000 in Right end 11 Web Vees 12379 * SJI reaction 18435 it SJI reaction 1840 0 Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Def 1 Top Chord: 2-L 3.00x281 Bridg < 279" Ix= 2.756 Center: L = 40.000 10th: L = 40.000 Tag end pan?: L = 34.000 First point: Chord shear: V = 11171 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -82869 Pnx/i= -89300 P = -74629 Pnz/g= -79849 P = -14895 Pnx/Q= -75678 P = -14895 Pn/ = -96422 C = 32000 fv = 6626 Fy = 50000 Ry = 1.640 M = 1378 N = 1673 = 2627 fc = 9956 Q = 1.000 Rz = 0.591 6 Fillers No Fillers No Filler f = 8287 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x281 Ix= 2.756 Center: L = 80.000 Chord shear: V = 11945 3.00x281 Weld 2.61" 3.00x281 Weld 4.07" A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = 82407 Pn/C = 96422 T = 21364 fv = 7085 Fy = 50000 Q = 1.000 Ry=1.640 Rz=0.591 ft = 6647 f = 7826 Seyco Joist Co, Page 2 V2.2.1.0 Page 76 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force T 1 51.3 61.2 11945 19093 2L V 1 19.8 40.7 -2373 -2521 1L C 1 31.3 44.8-11171 -13069 1L T 2 46.2 55.4 10306 14903 IL V 2 0.0 38.3 -2550 -2550 1L C 2 46.2 55.4 -9409 -13607 2L T 3 46.2 55.4 8513 12311 1L V 3 0.0 38.3 -2641 -2641 1L C 3 46.2 55.4 -7617 -11015 1L T 4 46.2 55.4 6721 9719 1L V 4 0.0 38.3 -2712 -2712 1L C 4 46.2 55.4 -5859 -8473 1L T 5 46.2 55.4 5014 7251 1L V 5 0.0 38.3 -2763 -2763 1L C 5 46.2 55.4 -4170 -6029 1L ¶F 6 46.2 55.4 3477 5028 1L V 6 0.0 38.3 -2793 -2793 1L Member Area R Pn/n Weld T-Av1W-B 1.50x188 1.057 0.457x 31719 3.4 8.2/ 8.2 1.25x125 0.297 0.246z -2782 0.7 3.3/ 3.4 2.00x230 0.867 0.392z -13854 1.9 4.1/ 4.4 200x156 0.600 0.396z 17990 3.2 4.7/ 5.2 1.25x109 0.261 0.247z -2893 0.8 3.3/ 3.3 1.50x155 0.882 0.461x -13873 3.0 7.6/ 7.6 2.00x125 0.484 0.398z 14531 3.3 4.7/ 5.2 1.25x109 0.261 0.247z -2893 0.8 3.3/ 3.3 2.00x230 0.867 0.392z -11442 1.6 4.7/ 5.2 1,50x188 0.529 0.293z 15860 1.7 4.2/ 4.7 1.25x109 0.261 0.247z -2893 0.8 3.3/ 3.3 2.00x176 0.673 0.394z -8941 1.6 4.7/ 5.2 1.50x109 0.315 0.297z 9454 2.2 4.2/ 4.7 1.25x109 0.261 0.247z -2893 0.9 3.3/ 3.3 2.00x125 0.484 0.398z -6230 1.6 4.7/ 5.2 1.25x109 0.261 0.247z 7819 1.6 3.9/ 4.4 1.25x109 0.261 0.247z -2893 0.9 3.3/ 3.3 Net Uplift: Top Chord Center: P = 34544 Pn/c = 96422 Bot Chord Center: P = -33003 Pnx/Q= -558705 Fillers end Web Diagonal: P = -9761 Pnx/n= -10941 Job S708-17 VIASAT 12 COLD STORAGE Mark J8 1 - 40LH248/112/-177 x 721 2 Chord gap = 1 Camber = 2-1/8 Paint Gray Bridging: Top: 3 SJI, 11 SSR Bottom: 5 SJI, 5 1stPP, 4 Spaced 1840# Each Length Hole-to-Hole = 721 1-3/4 See bridging clip location schedule. Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j. 3..00x281 7314-3/4 (2) 2 BC -jL 3.00x281 65'10-1/2 (2) 2 TB j. 3.00x281 0'7 (2) 2 OB j_ 3.00x281 11 7-3/4 (1) 1 A L 2.00x230 4'5-1/4 (1) 1 B j 2.00x230 31 7-1/4 (1) 1 C j 2.00x217 4'5-1/4 (1) 1 D U 2.00x176 4'5-1/4 (1) 1 E U 2.00x156 4'5-1/4 (5) 5 F L,) 2.00x125 41 5-1/4 (1) 1 G L) 2.00x125 4'4-1/4 (2) 2 H U 1.50x188 41 5-3/4 (1) 1 I j 1.50x155 3'6-1/8 (1) 1 J U 1.50x125 4'5-3/4 (1) 1 K U 1.50x109 4'5_3/4 (2) 2 L tj 1.25x125 3'4-1/2 (2) 2 M U 125x109 4 1 6 (9) 9 N U 1.25x109 31 3-1/2 (2) 2 0 .j. 2.00x156 4'5-1/2 (4) 4 p 1.50x188 5'1-1/4 (2) 2 Q j... 1.50x188 31 7-7/8 (2) 2 R j.. 1.50x155 41 6 (6) 6 TC fillers Sheet of V2.2.1.0 11/18 rag End Bearing: (5) 5 BC fillers Opposite End Bearing: 6 Long + 0'1 type B TCX = 0'7 6 Long + 11 1-3/4 type E TCX = 1'7-3/4 3 Deep 8 Deep iold 2 bottom angle back 31 2-3/4(BCX) Hold 2 bottom angle back 41 3-1/2(BCx) D-13/16 x 1-1/2 slots, 4 Gage 0 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 0 11-1/2, 15-1/4 0 1 3 72']. 61 2 121 10 191 6 261 2 32'10 391 6 461 2 52'10 59'6 661 2 31 1 9'6 16'2 22 10 29'6 3612 42 10 49'6 56'2 62 10 69'3 \ /\ _A: A: A: AxtAAxtA: 1.4 A L24 :: : : F:F : H 41 2-3/4 161 2 291 6 421 10 56'2 621 10 3 6 69'1-1/4 31 2-3/4 91 6 221 10 36'2 491 6 57'11 6811-1/4 §co Joist Co, Page 1 V2.2.1.0 Page 78 of 122 Job #S708-17 By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 2' 8.750 44.750 Opp 6.000 8.000 Y E 1' 1.750 2 2' 8.750 44.750 Uniform Live load 112 #/ft full length Uniform NtUp load -174 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 #/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 15004 AddLoad on Top chord at panel points. BC cone loads: Load Spacing Location Point Type 10000 50 ,10 501 10 L17 SJI, Dead See bridging clip location schedule. Top chord panels: (in) 1830.00 1836.50 14836.00 1039.50 1832.50 2036.00 1832.25 1834.25 Bot chord panels: (in) Ep=44.75 1857.75 6872.00 1875.50 1868.50 1857.75 Ep44 .75 36.000 in Deep 777.000 in Design length 3257 # Minimum Shear 34.293 in Effective Depth 1895.373 in4 Ix 0.00 in4 Minimum Ix 30.000 in Clear Depth L/ 964 Live Defi L/ 248 SJI Defl 2796423 in-#Moment 1.000 in Chord gap 1.747 in Camber 1648 # Total weight 18.000 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis ±L ±J and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left PC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 11704 -5633 8078 3626 0 0 0 0 Pounds Right end reactions: 17354 -5633 13728 3626 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Paae 79 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17' Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Top bridging rows: 2 per SJI 9 if deck provides no lateral support. Sot bridging rows: 5 per SJI 5 starting at first BC panel point. 3 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 80 of 122 Job 4S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LR248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 10624 P = 30688 fv = 6301 fc = 9548 f = 7905 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Vex F'ez Bend Interaction in in lbs lbs in-fl ______ psi psi psi !a&i Axial Bend 2ELty Eccen (1-0 36.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 6769 11127 937 47.4z 25455 313051 127381 0.095 0.173 0.010 0.183 U-1 36.00 6769 14127 2177 30000 0.093 0.147 0.057 0.203 0.00 36.50 6568 13840 1205 46.3z 22692 184224 74961 0.099 0.190 0.013 0.203 (1-2 36.00 14374 30688 2297 30000 0.173 0.318 0.060 0.395 1.95 36.00 14374 30688 1092 45.7z 25750 336669 77057 0.177 0.371 0.010 0.381 (1-3 36.00 14374 30688 2214 30000 0.172 0.318 0.057 0.376 0.00 36.00 14374 30688 1122 45.7z 25750 336669 77057 0.178 0.371 0.011 0.381 (1-4 36.00 22046 48232 2237 30000 0.252 0.500 0.058 0.558 1.36 36.00 22046 48232 1114 45.7z 25750 336669 77057 0.258 0.563 0.011 0.594 U-5 36.00 22046 48232 2231 30000 0.252 0.500 0.058 0.558 0.00 36.00 22046 48232 1116 45.7z 25750 336669 17057 0.258 0.583 0.011 0.594 (1-6 36.00 27525 62069 2232 30000 0.309 0.644 0.058 0.702 1.38 36.00 27525 62069 1116 45.7z 25750 336669 77057 0.314 0.750 0.011 0.761 (1-7 36.00 27525 62069 2232 30000 0.309 0.644 0.058 0.702 0.00 36.00 27525 62069 1116 45.7z 25750 336669 77057 0.314 0.750 0.011 0.761 U-8 36.00 30813 72197 2232 30000 0.343 0.749 0.058 0.807 1.35 36.00 30813 72197 1116 45.7z 25750 336669 77057 0.349 0.872 0.011 0.883 11-9 36.00 30813 72197 2232 30000 0.343 0.749 0.058 0.807 0.00 36.00 30813 72197 1116 45.7z 25750 336669 77057 0.349 0.872 0.011 0.883 11-10 36.00 31909 78618 2232 30000 0.354 0.815 0.058 0.873 1.36 36.00 31909 78618 1116 45.7z 25150 336669 77057 0.360 0.950 0.011 0.961 U-11 36.00 31909 78618 2232 30000 0.354 0.815 0.058 0.873 0.00 36.00 31909 78618 1115 45.7z 25750 336669 77057 0.360 0.950 0.011 0.961 13-12 36.00 31909 81330 2234 30000 0.354 0.043 0.058 0.901 1.26 36.00 30013 81330 1118 45.7z 25750 336669 77057 0.349 0.983 0.011 0.994 U-13 36.00 30813 81330 2225 30000 0.343 0.843 0.058 0.901 0.00 36.00 30813 81330 1107 45.7z 25750 336669 77057 0.348 0.983 0.011 0.994 (1-14 36.00 30813 81330 2258 30000 0.343 0.843 0.059 0.902 1.30 36.00 27525 80915 1151 45.7z 25750 336669 77057 0.315 0.978 0.011 0.989 (1-15 36.00 27525 80915 2136 30000 0.308 0.839 0.055 0.895 0.00 36.00 27525 80915 984 45.7z 25750 336669 77057 0.311 0.978 0.010 0.987 (1-16 36.00 27525 80915 2592 30000 0.312 0.839 0.067 0.906 1.26 39.50 21723 76720 1580 50.2z 24960 279650 64007 0.266 0.956 0.016 0.972 (1-17 36.00 21723 76120 2309 30000 0.249 0.796 0.060 0.656 0.00 32.50 21723 76720 638 41.3z 26488 413087 94548 0.242 0.901 0.006 0.907 U-18 36.00 21723 76720 1813 30000 0,245 0.796 0.049 0.844 1.46 36.00 14374 47973 1206 45.7z 25750 336669 77057 0.180 0.580 0.012 0.591 (1-19 36.00 14374 47973 2411 30000 0.174 0.498 0.063 0.560 0.00 36.00 14374 41913 1205 45.7r 25750 336669 77057 0.180 0.580 0.012 0.591 13-20 36.00 14374 47913 1876 30000 0.168 0.498 0.049 0.615 1.68 32.25 6588 21185 640 40.92 24125 235978 96020 0.085 0.273 0.006 0.279 U-21 36.00 6731 21375 2218 30000 0.093 0.222 0.058 0.279 0.00 32.25 6731 21375 1578 54.6z 24125 235978 96020 0.111 0.276 0.015 0.291 0-22 36.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 81 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspari Top Chord, continued Taq end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y 4.00 Ix = 69.15 St 17.29 Sb 17.29 type "E" 0' 1.000 long. 93 fb-= 5 Total defi = 0.0000 Live defi = 0.0000 Opp end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St 17.29 Sb 17.29 type "E" 1' 1.750 long. M- = 2563 fb- = 148 Total defl = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 82 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.45" Opposite End 3.00x281 Weld 3.82" Bot Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Ix= 2.756 Iy= 8.645 Rx = 0.926 Ky = 1.640 Rz = 0.591 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11332 p = 20526 fv = 6721 fc = 6386 f = 7441 0 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Fex F'ez Bend Interaction In in lbs lbs in-# psi psi psi Unity Axial Bend Unity Eccen -f- -I 0.00 0 0 0 30000 0.37 2 0.000 . 0000 0.000 0.62 57.15 20526 9716 0 88.02 17032 90854 29944 0.213 0.177 0.000 0.177 L-3 0.00 39924 18484 0 30000 0.425 0.192 0.000 0.192 0.73 72.00 39924 18484 0 109.7z 12444 58450 19264 0.414 0.462 0.000 0.462 L-5 0.00 55614 25060 0 30000 0.577 0.260 0.000 0.260 0.83 72.00 55614 25060 0 109.7r 12444 58450 19264 0.577 0.627 0.000 0.627 L-7 0.00 67596 29443 0 30000 0.701 0.305 0.000 0.305 0.80 72.00 67596 29443 0 109.7 12444 58450 19264 0.701 0.736 0.000 0.736 L-9 0.00 75871 31635 0 30000 0.787 0.328 0.000 0.328 0.84 72.00 75871 31635 0 109.7z 12444 58450 19264 0.787 0.791 0.000 0.791 L-11 0.00 80437 31635 0 30000 0.834 0.328 0.000 0.328 0.94 72.00 80437 31635 0 109.7z 12444 58450 19264 0.834 0.791 0.000 0.791 L-13 0.00 81546 31635 0 30000 0.846 0.326 0.000 0.328 0.94 72.00 81546 29443 0 109.7z 12444 58450 19264 0.646 0.736 0.000 0.736 L-15 0.00 81546 29443 0 30000 0.846 0.305 0.000 0.305 0.90 75.50 79400 25060 0 115.0z 11381 53156 17520 0.823 0.685 0.000 0.685 L-17 0.00 79400 25060 30000 0.823 0.260 0.000 0.260 0.78 68.50 63480 18484 0 104.4z 13528 64575 21283 0.658 0.425 0.000 0.425 L-19 0.00 63480 18484 0 30000 0.680 0.192 0.000 0.192 0.38 57.75 31581 9716 0 88.0z 17032 90854 29944 0.328 0.177 0.000 0.177 L-21 0.00 0 0 0 30000 0.565 0.000 0.000 0.000 0.31 Seyco Joist Co, Page 6 V2.2.1.0 Page 83 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Location Web Slope 00 -Li Ti 51.26 Vi -Li Vi 23.27 (32 -Li Cl 32.38 02 -LI P2 46.39 03 -L3 V2 0.00 U4 -L3 C2 46.39 04 -[.5 T3 46.39 (35 -[.5 V2 0.00 U6 -LS C3 46.39 U6 -0 P4 46.39 07 -0 V2 0.00 08 -1.7 Cl 46.39 08 -L9 PS 46.39 09 -L9 V2 0.00 (310 -L9 CS 46.39 010 -Lii T6 46.39 011 -Lii V2 0.00 012 -Lii CG 46.39 U12 -L13 Ti 46.39 013 -1,13 V2 0.00 014 -L13 Ci 46.39 U14 -L15 18 46.39 015 -LIS V2 0.00 016 -L15 C8 46.39 016 -[.17 C9 49.04 017 -Lii V2 0.00 018 -Lii P9 43.46 018 -L19 CIO 46.39 019 -1,19 V2 0.00 020 -L19 110 46.39 020 -1,21 Cli 32.38 021 -L21 V3 17.02 (322 -1,21 P11 51.26 Weld Thick x Length .190.2 .ilxo.8 .22x2.0 .13x3.8 .11x0.8 .23x1 .9 .19x2.i .11x0.8 .19x1.9 .13x2.6 .ilx0.8 .16x1.8 .13x2.0 .11xO.8 .13x1.7 .11xl.6 .11x0.8 .19x0.8 .11xl.5 .ilx0.8 .19x0.8 lixi .5 .11x0.8 .19x0.8 14x1.2 .11x0.8 18x3.8 14x5 • 1 lixO .8 .20x3.8 .19x3.5 .11x0.8 .19x4.9 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 54.80 2-L 1.50x188 1.051 0.293z 11332 18110 31719 37.33 i-L 1.25409 0.261 0.247z 468 509 7819 40.61 1-L 2.00x217 0.821 0.392z 4963 5877 24627 49.72 1-L 2.00x125 0.484 0.398z 9805 14216 14531 34.29 1-L 1.25x109 0.261 0.24z 522 522 7819 49.72 1-L 2.00x230 0.867 0.392z 3915 5676 26013 49.72 l-L 1.50x188 0.529 0.293z 8178 11857 15B60 34.29 l-L l.25x109 0.261 0.247z 522 522 7819 49.72 l-L 2.00x188 0.717 0.394z 2811 4163 21500 49.72 1-L 1.50x125 0.359 0.296z 6576 9534 10781 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 2.00456 0.600 0.396z 1827 2649 17990 49.72 1-L 1.25x125 0.297 0.246z 5041 7308 8906 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 2.00x125 0.484 0.398z 783 1135 14531 49.72 1-L 1.25x109 0.261 0.247z 3505 5082 7819 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 1.50x188 0.529 0.293z 0 0 15860 49.72 1-L 1.25x109 0.261 0.247z 3257 4723 1819 34.29 1-L 1.25009 0.261 0.247z 522 522 7819 49.72 1-L l.50x188 0.529 0.293z 574 832 15860 49.72 1-L 1.50x109 0.315 0.297z 3257 4723 9454 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 i-L 1.50x188 0.529 0.293z 2201 3191 15860 52.31 1-L 1.75x143 0.480 0.346z 2896 4418 14402 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 41.25 1-L 2.00x176 0.673 0.394z 14254 19639 20191 49.72 2-L 2.00x143 1.103 0.396z 3915 .5676 33093 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-1, 2.00x205 0.778 0.393z 15749 22833 23339 40.61 2-L 1.50x188 1.051 0.293z 4932 5840 31719 35.86 1-L 1.25409 0.261 0.247z 468 489 7819 54.80 2-L l.50x188 1.057 0.293z 17146 27402 31719 Coiuoressive Shear Force Allow lbs lbs lbs 5430 8678 13514 2305 2510 2597 10624 12580 13699 4437 6433 7088 2466 2466 3511 8992 13036 13417 3393 4919 4927 2554 2554 3511 7365 10677 11160 2349 3406 3415 2623 2623 3511 5808 8421 9161 1305 1892 1942 2674 2674 3511 4273 6195 7088 261 378 1716 2706 2706 3511 3257 4723 4927 0 0 1716 2719 2719 3511 3257 4723 4927 1387 2012 3014 2717 2717 3511 3257 4723 4927 3257 4969 5595 2696 2696 3511 3418 4110 11100 14981 21720 22951 2553 2553 3511 4437 6433 12081 16480 19516 22345 2343 2450 2706 5399 8629 16758 Available Weld (in) Top/8ottm 8. 2T 8.2 3.3/ 3.5 4.2/ 4.4 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.2/ 4.7 3.9/ 4.4 3.3/ 3.3 4.2/ 4.7 4.2/ 4.7 3.3/ 3.3 4.2/ 4.7 4.6/ 5.2 3.3/ 3.3 4.5/ 5.0 7.6/ 7.6 3.3/ 3.3 4.7/ 5.2 6.8/ 6.8 3.3/ 3.4 8.2/ 8.2 Seyco Joist Co, Page 1 V2.2.1.0 Page 84 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36L11248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Pop Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 2' 8,750 44.750 Opp 6.000 8.000 1 E 11 1.750 2 2' 8.750 44.750 Uniform Live load 112 #/ft full length Uniform NtUp load -174 It/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 It/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Location Point Type 10000 ?4 1 10 501 10 L17 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/W ±/:E Left TC axial load: 0.0 0.0 0.0 0,0 0.0 5.0 0.0 0.0 Kips Right PC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 36.000 in Deep 777.000 in Design length 3257 # Minimum Shear 34.293 in Effective Depth 1895 in4 Ix 0 in4 Minimum Ix 30.000 in Clear Depth L/ 964 Live Defl L/ 248 SJI Defl 2796423 in-#Moinent 1.000 in Chord gap 1.747 in Camber 72.000 in Interior Panel 28.000 in Left end 32.250 in Right end 11 Web Vees 11704 # SJI reaction 17354 # SJI reaction 1648 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl Top Chord: 2-b 3.00x281 Bridg < 279" Ix 2.756 Center: L = 36.000 Tag end panl: L = 28.000 First point: Opp end pani: L = 32.250 Last point: Chord shear: V = 10624 Bearing seats: Tag End Opposite End Bot Chord: 2-b 3.00x281 Ix= 2.756 Center: L = 72.000 Chord shear: V = 11332 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -81330 Pnz/Q= -82762 P -14127 Pnx/c'= -81814 P = -14127 Pn/ = -96422 P -21375 Pnx/Q= -77540 P = -21375 Pn/Q -86780 C = 30688 fv 6301 3.00x281 Weld 2.45" 3.00x281 Weld 3.82" A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = 81546 Pn/o = 96422 P = 20526 fv = 6721 Fy = 50000 Q = 1,000 Ry = 1.640 Rz = 0.591 M = 1118 No Fillers M = 937 No Filler H = 2177 H = 1578 No Filler H = 2218 f = 9548 f = 7905 Fy = 50000 Q = 1.000 Ry = 1.640 Rz = 0.591 ft = 6386 f = 7441 Seyco Joist Co, Page 2 V2.2.1.0 Page 85 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force T 1 51.3 54.8 11332 18110 V 1 23.3 37.3 -2305 -2510 C 1 32.4 40,6-10624 -12580 T 2 46.4 49.7 9805 14216 V 2 0.0 34.3 -2466 -2466 C 2 46.4 49.7 -8992 -13036 T 3 46.4 49.7 8178 11857 V 3 0.0 34.3 -2554 -2554 C 3 46.4 49.7 -7365 -10677 T 4 46.4 49.7 6576 9534 V 4 0.0 34.3 -2623 -2623 C 4 46.4 49.7 -5808 -8421 T 5 46.4 49.7 5041 7308 V 5 0.0 34.3 -2674 -2674 C 5 46.4 49.7 -4273 -6195 T 6 46.4 49.7 3505 5082 V 6 0.0 34.3 -2706 -2706 Member Area R Pn/O Weld T-Av1W-B 2L 1.50x188 1,057 0.457x 31719 3.2 8.2/ 8.2 1L 1.25x109 0.261 0.247z -2597 0.8 3,3/ 3.5 1L 2.00x217 0.821 0.392z -13699 2.0 4.2/ 4.4 U 2.00x125 0.484 0.398z 14531 3.8 4.7/ 5.2 lb 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 1L 2.00x230 0.867 0.392z -13417 1.9 4.7/ 5.2 IL 1.50x188 0.529 0.293z 15860 2.1. 4.2/ 4.7 lb 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 lb 2.00x188 0.717 0.394z '11160 1.9 4.7/ 5.2 1L 1.50x125 0.359 0.296z 10781 2.6 4.2/ 4.7 IL 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 1L 2.00x156 0.600 0.396z -9161 1.8 4.7/ 5.2 lb 1.25x125 0.297 0.246z 8906 2.0 3.9/ 4.4 IL 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 1L 2.00x125 0.484 0.398z -7088 1.7 4.7/ 5.2 IL 1.25x109 0.261 0.247z 7819 1.6 3.9/ 4.4 lb 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 Net Uplift: Top Chord Center: P = 30813 Pn/0 = 96422 Bot Chord Center: P = -29443 Pnz/Q= -32581 No Fillers end Web Diagonal: P = -8678 Pnx/c= -13514 Job #S708-17 IASAT 12 COLD STORAGE Mark J9 J. - 36LH248/112/-174 x 651 1 hord gap = 1 aitber = 1-11/16 Paint Gray Bridging: Top: 2 SJI, 9 SSR Bottom: 5 SJI, 5 1stPP, 3 Spaced 1648* Each Length Hole-to-Hole = 65'O3/4 See bridging clip location schedule. rag End Bearing: 5 Long + 01 1 type E TCX = 01 7 Deep 1old 2 bottom angle back 21 9-3/4(BCX) D-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 O'3 Seyco Joist Co, Shop Order Quantity Material (2) 2 TC JL 3.00x281 (2) 2 BC IL 3.00x281 (2) 2 TB £. 3.00x281 (2) 2 OB j. 3.00x28J. (1) 1 A .j 2.00x230 (1) 1 B tj 2.00x217 (1) 1 C U 2.00x205 (1) 1 D tj 2.00x188 (1) 1 E .j 2.00x176 (1) 1 F ci 2.00x156 (2) 2 G ij 2.00x125 (1) 1 H i..) 1.75x143 (4) 4 I Q 1.50x188 (1) 1 J U 1.50x125 (1) 1 Z< V 1.50x109 (1) 1 L U 1.25x125 (2) 2 M ij 1.25x109 (1) 1 N U 1.25x109 (1) 1 0 V 1.25x109 (9) 9 p Li 1.25x109 (2) 2 Q j. 2.00x143 (4) 4 R j. 1.50x188 (2) 2 S j.. 1.50x188 Sheet of V2.2.1.0 11/21 Length 66'3-3/4 591 7-1/2 0'7 1'7-3/4 3'11-5/8 3,3 31 11-5/8 3'11-5/8 3'9-1/8 3'11-5/8 31 11-5/8 4'2-3/8 4'0-1/8 4'0-1/8 4'0-1/8 4'0-3/8 4'0-3/8 3'? 21 11-7/8 21 11-1/2 3'11-7/8 4,7 3'3-5/8 Opposite End Bearing: 6 Long + 11 1-3/4 type E TCX = 11 7-3/4 8 Deep Hold 2 bottom angle back 3'10-1/2(BCX) 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 65'O 5'7-1/2 11'7-1/2 17'7-1/2 23'7-1/2 29'7-1/2 35'7-1/2 41'7-1/2 47'7-1/2 53'7-1/2 59'7-1/2 2'7 8'7-1/2 14'7-1/2 20'7-1/2 267-1/2 32'7-1/2 38'7-1/2 44'71/2 50 11 56'7-1/2 62'3-3/4 N P AIA R B G A ? P P p A -IAIAIAIAIAIPAI P P P j6lViP-3/4 .0. I D j F L G M I M s: : :' . :° : : : : 39_3/4 14'7-1/2 26'7-1/2 38'7-1/2 50'11 2T9_3/4 81 7-1/2 201 7-1/2 32T7_1/2 S 44'7-1/2 56'7-1/2 621 5-1/4 yco Joist Co, Page 1 V2.2.1.0 Page 87 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspari End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E Ot 1.000 2 2' 3.250 39.250 Opp 6.000 8.000 Y E 1' 1.750 2 2' 3.250 39.250 Uniform Live load 128 41/ft full length Uniform NttJp load -174 #/ft full length Uniform SJI load 264 41/ft full length Uniform Dead load 136 41/ft full length SJI 150041 AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Tvpe 10000 431 9 1413 1/4 431 9 L16 SJI, Dead See bridging clip location schedule. Top chord panels:(in) 1030.00 1030.13 18032.00 1030.13 1030.00 Bot chord panels:(in) Ep=39.25 1052.88 6064.00 1048.88 1015.13 1064.00 1052.88 Ep39.25 32.000 in Deep 692.250 in Design length 3154 41 Minimum Shear 30.293 in Effective Depth 1480.208 1n4 Ix 0.00 in4 Minimum Ix 26.000 in Clear Depth L/ 932 Live Def 1 L/ 242 SJI Defi 2545369 in-Moment 1.000 in Chord gap 1.387 in Camber 1483 41 Total weight 16.000 in Centroid Loading combinations SJI Ntup Dead Live Wind Seis +/-W +1-S and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 o 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0,53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 O 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 00 0.0 5.0 0,0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 11560 -5019 7868 3692 0. 0 0 0 Pounds Right end reactions: 16670 -5019 12978 3692 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 88 of 122 Job #S708-47 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD , CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Top bridging rows: 2 per SJI 9 if deck provides no lateral support. Bot bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. yco Joist Co, Page 3 V2.2.1.0 Page 89 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/1281.-174 x 58' 0,250 Special Crimped angle Parallel chord Longspari Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 10486 P = 30861 fv 6220 fc = 9602 f = 7857 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Rending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Rend Interaction - in in lbs lbs in-# psi psi psi Unity Axial Rend Eccen U-0 32.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 5922 13137 1211 47.4z 25455 313051 127381 0.093 0.168 0.013 0.181 U-1 32.00 5922 13737 1890 30000 0.081 0.142 0.049 0.192 0.00 30.13 5793 13541 697 38.2z 24804 270444 110044 0.078 0.110 0.007 0.177 0-2 32.00 12988 30861 1707 30000 0.152 0.320 0.044 0.393 1.75 32.00 12988 30861 1001 40.6z 26589 426097 97526 0.161 0.361 0.009 0.371 U-3 32.00 12988 30861 1923 30000 0.155 0.320 0.050 0.370 0.00 32.00 12988 30861 922 40.6z 26589 426097 97526 0.159 0.361 0.009 0.370 U-4 32.00 19850 48489 1865 30000 0.225 0.503 0.048 0.551 1.37 32.00 19850 48489 943 40.6z 26589 426097 97526 0.230 0.567 0.009 0.576 U-5 32.00 19850 48489 1881 30000 0.225 0.503 0.049 0.552 0.00 32.00 19850 48489 938 40.6z 26589 426097 97526 0.230 0.567 0.009 0.576 (3-6 32.00 24751 62556 1876 30000 0.276 0.649 0.049 0.697 1.38 32.00 24751 62556 939 40.6z 26589 426097 97526 0.281 0.732 0.009 0.741 U-7 32.00 24751 62556 1878 30000 0.276 0.649 0.049 0.698 0.00 32.00 24751 62556 939 40.6z 26589 426097 97526 0.281 0.732 0.009 0.741 (3-8 32.00 27692 73063 1877 30000 0.307 0.758 0.049 0.806 1.35 32.00 27692 73063 939 40.6z 26589 426097 97526 0.312 0.855 0.009 0.864 U-9 32,00 27692 73063 1877 30000 0.307 0.758 0.049 0.806 0.00 32.00 27692 73063 939 40.6z 26589 426097 97526 0.312 0.855 0.009 0.864 (3-10 32.00 28673 80008 1877 30000 0.317 0.830 0.049 0.879 1.27 32.00 28673 80008 939 40.6z 26589 426097 97526 0.322 0.936 0.009 0.945 0-11 32.00 28673 80008 1877 30000 0.317 0.830 0.049 0.879 0.00 32.00 28673 80008 939 40.6z 26589 426097 97526 0.322 0.936 0.009 0.945 (3-12 32.00 28673 83394 1817 30000 0.317 0.865 0.049 0.914 1.22 32.00 27692 83394 939 40.6z 26589 426097 97526 0.312 0.976 0.009 0.985 (3-13 32.00 27692 83394 1877 30000 0.307 0.865 0.049 0.914 0.00 32.00 27692 83394 939 40.6z 26589 426097 97526 0.312 0.976 0.009 0.985 U-14 32.00 27692 83867 1877 30000 0.307 0.870 0.049 0.919 1.27 32.00 24151 83867 939 40.6z 26589 426097 97526 0.281 0.981 0.009 0.991 (3-15 32.00 24751 83867 1878 30000 0.276 0.870 0.049 0.919 0.00 32.00 24751 83867 939 40.6z 26589 426097 97526 0.281 0.981 0.009 0.991 (3-16 32.00 24751 83867 1876 30000 0.276 0.870 0.049 0.918 1.23 32.00 19850 75629 938 40.6z 26589 426097 97526 0.230 0.885 0.009 0.894 (3-17 32.00 19850 75629 1881 30000 0.225 0.784 0.049 0.833 0.00 32.00 19850 75629 943 40.6z 26589 426097 97526 0.230 0.885 0.009 0.894 (3-18 32.00 19850 75629 1865 30000 0.225 0.784 0.048 0.833 1.27 32.00 12988 46597 922 40.6z 26589 426097 97526 0.159 0.545 0.009 0.554 0-19 32.00 12988 46597 1923 30000 0.155 0.483 0.050 0.533 0.00 32.00 12988 46597 1001 40.6z 26589 426097 97526 0.161 0.545 0.010 0.555 0-20 32.00 12988 46597 1707 30000 0.152 0.483 0.044 0.592 1.63 30.13 5793 20005 697 38.2a 24804 270444 110044 0.078 0.251 0.007 0.258 0-21 32.00 5922 20184 1890 30000 0.081 0.209 0.049 0.258 0.00 28.00 5922 20184 1211 47.4z 25455 313051 127381 0.093 0.247 0.011 0.258 (3-22 32.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Pacie 90 of 122 Job 41S708-17 -. By RG 11:15 Entered 09/29/17 Revised 11/21/iT Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Top Chord, continued Tag end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 type "E" 0' 1.000 long. 99 fb-= 6 Total defl = 0.0000 Live defl = 0.0000 ODD end ton chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix 69.15 St 17.29 Sb 17.29 type "E" 1' 1.750 long. N- = 2729 fb- = 158 Total defl = 0.0001 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Paae91 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard SpeOifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.41" Opposite End 3.00x281 Weld 3.64" Bot Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11171 P = 20712 fv = 6626 fc = 6444 f = 7368 1 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex Fez Bend Interaction in in lbs lbs in-if psi psi psi Unity Axial Bend Unity Eccen 0.00 0 0 0 30000 0.368 0.000 0.000 0.000 0.45 52.88 20712 8821 0 80.6z 18665 108379 35721 0.215 0.147 0.000 0.147 L-3 0.00 40120 16664 0 30000 0.425 0.173 0.000 0.173 0.82 64.00 40120 16664 0 97.5z 14968 73975 24381 0.416 0.346 0.000 0.346 L-5 0.00 55960 22546 0 30000 0.580 0.234 0.000 0.234 0.81 64.00 55968 22546 0 97.5z 14968 73975 24381 0.580 0.469 0.000 0.469 L-7 0.00 68254 26467 0 30000 0.706 0.274 0.000 0.274 0.79 64.00 68254 26467 0 97.5z 14968 73975 24381 0.708 0.550 0.000 0.550 L-9 0.00 76981 28427 0 30000 0.798 0.295 0.000 0.295 0.88 64.00 76981 28427 0 97.5z 14968 73975 24381 0.798 0.591 0.000 0.591 L-11 0.00 82146 28427 0 30000 0.852 0.295 0.000 0.295 0.98 64.00 82146 28427 0 97.5z 14968 73975 24381 0.852 0.591 0.000 0.591 L-13 0.00 84026 28427 0 30000 0.871 0.295 0.000 0.295 0.97 64.00 84026 26467 0 97.5z 14968 73975 24381 0.871 0.550 0.000 0.550 L-15 0.00 84026 26467 0 30000 0.871 0.274 0.000 0.274 0.94 48.88 82865 22546 0 74.5z 20000 126845 41807 0.859 0.351 0.000 0.351 L-16 0.00 82865 22546 0 30000 0.859 0.234 0.000 0.234 0.00 15.13 81604 22546 0 23.0z 28857 1324510 436545 0.846 0.243 0.000 0.243 L-17 0.00 81604 22546 0 30000 0.846 0.234 0.000 0.234 0.49 64.00 61534 16664 0 97,5z 14968 73975 24381 0.638 0.346 0.000 0.346 L-19 0.00 61534 16664 0 30000 0.655 0.173 0.000 0.173 0.48 52.88 30917 8821 0 51.4x 24732 108379 35721 0.320 0.055 0.000 0.055 L-21 0.0 0 0 0 30000 0.543 0.000 0.000 0.000 0.28 Seyco Joist Co, Page 6 V2.2.1.0 Pacie 92 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Location Web Slope UO -Li Ti 50.88 Ui -Li Vi 16.98 02 -Li Cl 34.57 02 -1.3 T2 46.57 03 -1.3 V2 0.00 1)4 -1.3 C2 46.57 1)4 -1.5 13 46.57 US -1.5 V2 0.00 06 -[.5 C3 46.57 1)6 -1.7 T4 46.57 Ui -1.7 '12 0.00 1)8 -1.7 C4 46.57 U8 -1.9 15 46.57 1)9 -1.9 V3 0.00 1)10 -L9 C5 46.57 1)10 -Lii 16 46.57 Ull -Lii V3 0.00 (112 -1.11 C6 46.57 1)12 -L13 17 46.57 1)13 -1.13 V3 0.00 U14 -1.13 C7 46.57 1)14 -1.15 TB 46.57 U15 -1.15 V3 0.00 1)16 -1.15 CB 46.57 U16 -L16 '14 29.12 1)16 -1.17 C9 46.57 1)17 -1.17 V3 0.00 1)18 -1.17 19 46.57 1)18 -1.19 CIO 46.57 1)19 -1.19 V2 0.00 1)20 -L19 110 46.57 U20 -[.21 Cii 34.57 U21 -1.21 Vi 16.98 1)22 -1.21 111 50.88 Weld Thick x Length .25x3.8 llx0.7 20x2 .1 .19x2.5 .13x0.7 .20x2.1 .15x2.6 .130.7 .17x2.2 .13x2.6 13x0 .7 .14x2.0 .11x2 .3 .11x0.8 14x1.5 :11.1.7 .7 .11x0.8 .l5xl.0 .lixl.4 .iix0.8 .14x1.1 .lixi.4 lixO .8 .14x1.1 .15x2.8 .19x3.4 .lix0.8 18x3.8 19x3.7 13x0.7 .20x3.6 .15M.2 llx0. 7 15x5 • 7 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 48.01 2-1. 2.00x250 1.875 0.391z 11171 17705 56250 31.67 1-1. 1.25x109 0.261 0.247z 421 441 7819 36.79 1-L 2.00z205 0.778 0.393z 4394 5331 23339 44.06 l-L l.50x188 0.529 0.293z 9734 14159 15860 30.29 1-1. l.00ci25 0.234 0.196z 464 464 7031 44.06 1-1. 2.00x205 0.778 0.393a 3480 5062 23339 44.06 1-1. 1.50455 0.441 0.295z 8187 11909 13229 30.29 1-1. 1.00x125 0.234 0.196z 464 464 7031 44.06 i-L 2.00x166 0.636 0.395z 2552 3712 19093 44.06 1-1. 1.50x125 0.359 0.296z 6665 9694 10781 30.29 1-1, 1.00x125 0.234 0.196z 464 464 7031 44.06 1-1. 2.00x143 0.552 0.396z 1624 2362 16547 44.06 1-L 1.25x109 0.261 0.247z 5219 7592 7819 30.29 1-L 1.25xiQ9 0.261 0.247z 464 464 7819 44.06 1-1.. 1.75x143 0.480 0.346z 696 1012 14402 44.06 1-1. 1.00x109 0.206 0.196z 3774 5490 6184 30.29 l-L 1.25x109 0.261 0.247z 464 464 7819 44.06 l-L l.50x155 0.441 0.295z 0 0 13229 44.06 1-1. l.00x109 0.206 0.196z 3154 4587 6184 30.29 1-1. 1.25x109 0.261 0.247z 464 464 7819 44.06 1-1. 1.50ci37 0.392 0.296z 204 296 11767 44.06 1-1. 1.25x109 0.261 0.247z 3154 4587 7819 30.29 1-1. 1.25x109 0.261 0.247z 464 464 7819 44.06 1-1. 1.50x137 0.392 0.296z 1750 2546 11767 34.68 1-1. 1.50455 0.441 0.295z 11100 12706 13229 44.06 2-1, 1.50186 1.057 0.293z 2552 3712 31719 30.29 i-L 1.25x109 0.261 0.247z 464 464 7819 44.06 1-1, 2.00x176 0.673 0.394z 13629 19824 20191 44.06 2-1, 1.50x188 1.057 0.293z 3480 5062 31719 30.29 1-1, 1.00425 0.234 0.196r 464 464 7031 44.06 1-1. 2.00x205 0.778 0.393z 15074 21927 23339 36.79 2-1. 1.50x155 0.882 0.295z 4394 5337 26459 31.67 1-1. 1.25x109 0.261 0.247z 421 441 7819 48.01 2-1. 1.50x155 0.682 0.295z 16415 26016 26459 Compressive Shear Force Allow lbs lbs lbs 4816 7633 42707 2274 2378 3016 10486 12735 13268 3944 5737 6269 2422 2422 2615 8960 13034 13914 3016 4387 5273 2510 2510 2615 7414 10784 11208 2088 3037 4320 2580 2580 2615 5942 8643 9413 1160 1687 2185 2633 2633 4166 4497 6541 7261 232 337 1094 2668 2668 4166 3268 4754 5273 0 0 1094 2685 2685 4166 3154 4587 4713 977 1421 2165 2687 2687 4166 3154 4587 4713 0 0 7484 12906 18773 20998 2646 2646 4166 3016 4387 11969 14351 20876 20998 2501 2501 2615 3944 5737 13914 15777 19161 19898 2305 2410 3016 4816 7633 16284 Available Weld (in) Top/Bottm 8.1/ 8.1 3.3/ 3.4 4.2/ 4.5 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 3.9/ '1.4 3.3/ 3.3 4.4/ 4.9 3.7/ 4.2 3.3/ 3.3 4.2/ 4.1 3.7/ 4.2 3.3/ 3.3 4.2/ 4.7 3.9/ 4.4 3.3/ 3.3 4.2/ 4.6 3.6/ 3.9 7.5/ 7.5 3.3/ 3.3 4.7/ 5.2 7.6/ 7.6 3.0/ 3.0 4.7/ 5.2 6.9/ 6.9 3.3/ 3.4 8.2/ 8.2 Seyco Joist Co, Page 1 V2.2.1.0 Page 93 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Roles Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 2' 3.250 39.250 Opp 6.000 8.000 Y E 1' 1.750 2 2' 3.250 39.250 Uniform Live load 128 It/ft full length Uniform NtUp load -174 if/ft full length Uniform SJI load 264 it/ft full length Uniform Dead load 136 it/ft full length SJI 1500* AddLoad on Top chord at panel points. Dead 1500* ltddLoad on Top chord at panel points. BC cone loads: Load Spacing Location Point Type 10000 43 19 14 1 3 1/4 4319 L16 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +1-B Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 32.000 in Deep 692.250 in Design length 3154 # Minimum Shear 30.293 in Effective Depth 1480 in4 Ix 0 in4 Minimum Ix 26.000 in Clear Depth L/ 932 Live Defl L/ 242 SJI Defl 2545369 in-ItMoment 1.000 in Chord gap 1.387 in Camber 64.000 in Interior Panel 28.000 in Left end 28.000 in Right end 11 Web Vees 11560 It SJI reaction 16670 It SJI reaction 1483 It Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl Top Chord: 2-L 3.00x281 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 = 32.000 P = -83867 Pnz/c= -85459 M = 939 No Fillers Tag end pani: L = 28.000 P = -13737 Pnx/= -81814 N = 1211 No Filler First point: P = -13737 Pn/c -96422 N = 1890 Chord shear: V = 10486 C = 30861 fv = 6220 fc = 9602 f = 7857 Bearing seats: Tag End 3.00x281 Weld 2.41" Opposite End 3.00x281 Weld 3.64" Bot Chord: 2-L 3.00x281 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 = 64.000 P = 84026 Pn/Q = 96422 Chord shear: V = 11171 T = 20712 fv = 6626 ft = 6444 f = 7368 Seyco Joist Co, Page 2 V2.2.1.0 Paae 94 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 50.9 48.0 11171 17705 2L 2.00x250 1.875 0.609x 56250 3.8 8.1/ 8.1 V 1 17.0 31.7 -2274 -2378 1L 1.25x109 0.261 0.247z -3016 0.7 3.3/ 3.4 C 1 34.6 36.8-10486 -12735 1L 2.00x205 0.778 0.393z -13268 2.1 4.2/ 4.5 T 2 46.6 44.1 9734 14159 1L 1.50x188 0.529 0.293z 15860 2.5 4.2/ 4.7 V 2 0.0 30.3 -2422 -2422 1L 1.00x125 0.234 0.196z -2615 0.7 3.0/ 3.0 C 2 46.6 44.1 -8960 -13034 1L 2.00x205 0.778 0.393z -13914 2.1 4.7/ 5.2 'F 3 46.6 44.1 8187 11909 1L 1.50x155 0.441 0.295z 13229 2.6 4.2/ 4.7 V 3 0.0 30.3 -2510 -2510 1L 1.00x125 0.234 0.196z -2615 0.7 3.0/ 3.0 C 3 46.6 44.1 -7414 -10784 1L 2.00x166 0.636 0.395z -11208 2.2 4.7/ 5.2 T 4 46.6 44.1 6665 9694 1L 150x125 0.359 0.296z 10781 2.6 4.2/ 4.7 V 4 0.0 30.3 -2580 -2580 IL 1.00x125 0.234 0.196z -2615 0.7 3.0/ 3.0 C 4 46.6 44.1 -5942 -8643 1L 2.00x143 0.552 0.396z -9413 2.0 4.7/ 5.2 'F 5 46.6 44.1 5219 7592 1L 1.25x109 0.261 0.247z 7819 2.3 3.9/ 4.4 V 5 0.0 30.3 -2633 -2633 1L 1.25x109 0.261 0.247z -4166 0.8 3.3/ 3.3 C 5 46.6 44.1 -4497 -6541 1L 1.75x143 0.480 0.346z -7261 1.5 4.4/ 4.9 T 6 46.6 44.1 3774 5490 1L 1.00x109 0.206 0.196z 6184 1.7 3.7/ 4.2 V 6 0.0 30.3 -2668 -2668 1L 1.25x109 0.261 0.247z -4166 0.8 3.3/ 3.3 Net Uplift: Top Chord Center: P = 24751 Pn/Q = 96422 Bot Chord Center: P = -26467 Pnx/. -679981 Fillers end Web Diagonal: P = -7633 Pnx/ -42707 Job 4S708-17 VIASAT 12 COLD STORAGE Mark 710 1 - 32LH264/128/-174 x 581 0-1/4 Chord gap = 1 Camber = 1-3/8 Paint Gray Bridging: Top: 2 SJI, 9 SSR Bottom: 4 SJI, 4 1stPP, 2 Spaced 1483# Each Length Hole-to-Hole = 571 10-5/8 See bridging clip location schedule. Seyco Joist Co, Shop Order Quantity. Material Length (2) 2 TC .j. 3.00x281 59'3 (2) 2 BC .JL 3.00x281 53'5_3/4 - (2) 2 TB j... 3.00x281. 0'7 (2) 2 03 .j_ 3.00x281 11 7-3/4 (2) 2 A i.j 2..00x205 31 6 (1) 1 3 U 2.00x205 2'11-1/ (1) 1 C L.J 2.00x176 3'5-7/8(4) 4 (1) 1 D U 2.00x166 3'6 '..(2) 2 (1) 1 E U 2.00x143 3'6 (1) (1) 1 F L) 1.75x143 3'6-1/8 (i.) 1 G U.) 1.50x188 31 6-1/2 (2) 2 H U 1.50x155 31 6-1/2 (1) 1 I i..) 1.50x155 21 10 (1) 1 J U 1.50x137 3'63/8 (1) 1 K U 1.50x137 3'5-7/8 (1) 1 L ) 1.50x125 3'6-1/2 (2) 2 M U 1.25x109 3T6_5/8 (2) 2 N t,.j 1.25x109 21 7-5/8 (5) 5 0 U 1.25xl0 21 7-1/2 (2) 2 P j... 2.00x250 31 11-3/4 (2) 2 Q .j. 1.50x188 31 6-3/4 (2) 2 R j.. 1.50x188 36-3/8 (2) 2 S j 1.50x155 4'0-1/8 Sheet of V2.2.1.0 11/22 U L 1. 00x125 2'7-l/2 V L l. 00x109 3'6-7/8 BC fillers Tag End Bearing: (2) 2 T ji.. 1.50x155 21 11-3/4 Opposite End Bearing: 6 Long + 0'l type E TCX = 01 7 6 Long + 1 1 1-3/4 type E TCX = 11 7-3/4 8 Deep 8 Deep Hold 2 bottom angle back 21 4-1/4(BCX) Hold 2 bottom angle back 31 5(BCx) 0-13/16 x 1-1/2 slots, 4 Gage 0 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 0 12-7/8, 16-5/8 01 3 57'11-1/4 5l-1/8 105-1/8 151 9-1/8 211 1-1/8 261 5-1/8 311 9-1/8 37'1-1/8 421 5-1/8 471 9-1/8 53'1-1/8 217 I I 71 9_1/9 1311-1/8 181 5-1/8 I 23'9-1/8 I 291 1-1/8 I 341 5-1/8 I 391 9-1/8 45'l-1/8 I 50'5-1/8 557-1/4 B GIA - HID LIE 3 3 1 3 3 1 2 3 1 2 3 4-1/4 131 1-1/8 23'9-1/8 2'4-1/4 71 9-1/8 18'5-1/8 \O 2T 34'5-l/8 291 1-1/8 M\4 /K R\frC : A XST 43'lO 50'5-1/8 55'10 39'9-1/8 45'1-1/8 54'10. Seyco Joist Co, Page 1 V2.2.1.0 Page 96 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35,000 Opp 6.000 8.000 Y E 1' 1.750 2 l'll.00O 35.000 Uniform Live load 128 #/ft full length Uniform Ntup load -174 fr/ft full length Uniform SJI load 264 #fft full length Uniform Dead load 136 fr/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC cone loads: Load Spacing Location Point Type 10000 141 1-1/4 36 1 10 361 10 L16 SJI, Dead See bridging clip location schedule. Top chord panels: (in) 1830.00 1823.63 18828.00 1823.63 1830.00 Bot chord panels: (in) Ep=35.00 1846.63 6856.00 1824.38 1831.63 1856.00 1846.63 Ep=35.00 28.000 in Deep 607.250 in Design length 2920 # Minimum Shear 26.304 in Effective Depth 1055.234 1n4 Ix 0.00 in4 Minimum Ix 22.000 in Clear Depth L/ 984 Live Defi L/ 231 SJI Defl 2254771 in-#Moment 1.000 in Chord gap 1.067 in Camber 1228 # Total weight 14.727 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis 4-/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1,00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 o 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0. 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 10934 -4403 7695 3239 0 0 0 0 Pounds Right end reactions: 15426 -4403 12187 3239 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 97 of 122 Job S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28L14264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Top bridging rows: 2 per SJI 9 if deck provides no lateral support. Bot bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 98 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28L11264/128/-174 x 50'11.250 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force 96422 Chord shear: V = 9931 P = 29852 fv = 5890 fc = 9288 f = 7501 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction in in lbs lbs in-il ______ psi psi psi UnitY Axial Bend Eccen U-0 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 5269 13229 1344 47.4z 25455 313051 127381 0.090 0.162 0.014 0.176 U-1 28.00 5269 13229 1624 30000 0.071 0.137 0.042 0.179 0.00 23.63 5197 13121 181 30.0z 26689 439731 178927 0.059 0.153 0.002 0.155 0-2 28.00 11580 29852 1085 30000 0.131 0.310 0.028 0.375 1.74 28.00 11580 29852 848 35.6z 27352 556535 127381 0.142 0.340 0.008 0.341 0-3 28.00 11580 29852 1532 30000 0.136 0.310 0.040 0.349 0.00 28.00 11580 29852 684 35.6z 27352 556535 127381 0.138 0.340 0.006 0.346 U-4 28.00 17630 46957 1412 30000 0.197 0.487 0.037 0.524 1.30 28.00 17630 46957 728 35.6z 27352 556535 127381 0.202 0.534 0.007 0.541 U-5 28.00 17630 46957 1444 30000 0.198 0.487 0.037 0.524 0.00 28.00 17630 46957 716 35.6z 27352 556535 127381 0.201 0.534 0.007 0.541 0-6 28.00 21952 60850 1436 30000 0.242 0.631 0.037 0.668 1.38 28.00 21952 60850 719 35.6z 27352 556535 127381 0.246 0.692 0.007 0.699 0-7 28.00 21952 60850 1438 30000 0.243 0.631 0.037 0.668 0.00 28.00 .21952 60850 719 35.6z 27352 556535 127381 0.246 0.692 0.007 0.699 U-8 20.00 24545 71531 1437 30000 0.269 0.742 0.037 0.779 1.35 28.00 24545 71531 719 35.6z 27352 556535 127381 0.273 0.814 0.007 0.821 0-9 28.00 24545 71531 1437 30000 0.269 0.742 0.037 0.779 0.00 28.00 24545 11531 719 35.6z 27352 556535 127381 0.273 0.814 0.007 0.821 0-10 28.00 25409 79153 1437 30000 0.278 0.821 0.037 0.858 1,21 28.00 25409 79153 719 35.6z 27352 556535 127381 0.282 0.900 0.007 0.907 U-11 28.00 25409 79153 1437 30000 0.278 0.821 0.037 0.858 0.00 28.00 25409 79153 719 35.6z 27352 .556535 127381 0.282 0.900 0.007 0.907 0-12 28.00 25409 83961 1437 30000 0.278 0.871 0.037 0.908 1.22 28.00 24545 83961 719 35.6z 27352 556535 127381 0.273 0.955 0.007 0.962 0-13 28.00 . 24545 83961 1437 30000 0.269 0.871 0.037 0.908 0.00 28.00 24545 83961 719 35.6z 27352 556535 127381 0.273 0.955 0.007 0.962 0-14 28.00 24545 85720 1437 30000 0.269 0.889 0.031 0.926 1.23 28.00 21952 85720 719 35.6z 27352 556535 127381 0.246 0.975 0.007 0.982 0-15 28.00 21952 85720 1438 30000 0.243 0.889 0.037 0.926 0.00 28.00 21952 85720 719 35.6z 27352 556535 127381 0.246 0.975 0.007 0.982 U-16 28.00 21952 85720 1436 30000 0.242 0.889 0.037 0.926 1.37 28.00 17630 71445 716 35.6z 27352 556535 127381 0.201 0.813 0.007 0.820 U-17 28.00 17630 71445 1444 30000 0.198 0.741 0.037 0.778 0.00 28.00 17630 71445 728 35.62 27352 556535 127381 0.202 0.813 0.007 0.820 !J-18 28.00 17630 71445 1412 30000 0.197 0.741 0.037 0.778 1.27 28.00 11580 44113 684 35.6z 27352 556535 127381 0.138 0.502 0.006 0.508 U-19 28.00 11580 44113 1532 30000 0.136 0.457 0.040 0.497 0.00 28.00 11580 44113 848 35.6z 27352 556535 121381 0.142 0.502 0.008 0.510 0-20 28.00 11580 44113 1085 30000 0.131 0.457 0.028 0.554 1.83 23.63 5197 18994 181 30.0z 26689 439731 178927 0.059 0.221 0.002 0.223 U-21 28.00 5269 19094 1624 30000 0.071 0.198 0.042 0.240 0.00 28.00 5269 19094 1344 47,4z 25455 313051 127381 0.090 0.233 0.013 0.246 0-22' 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 99 of 122 Job #S708-17 - By ASH 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J11 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Top Chord, continued Tao end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix 69.15 St 17.29 Sb = 17.29 type "E" 0' 1.000 long. 99 fb-= 6 Total defl = 0.0000 Live defi = 0.0000 Opp end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 643 Y = 4.00 Ix = 69.15 St = 17.29 Sb 17.29 type "E" 1' 1.750 long. H- = 2729 fb- = 158 Total defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 100 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.26" Opposite End 3.00x281 Weld 3.35" Bot Chord: 2-L 3.00x250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Allowable tensile stress = 30000 Force = 86250 Chord shear: V = 10544 P = 20095 fv 7030 fc = 6989 f = 7850 1 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression -Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction In in lbs lbs In-i ______ psi psi psi Unit Axial Bend Unit Eccen L-1 0.00 0 0 0 30000 0.393 0.000 0.000 0.000 0.56 46.63 20095 7906 0 70.8z 20260 140693 46201 0.233 0.136 0.000 0.136 L-3 0.00 38806 14821 0 30000 0.458 0.172 0.000 0.172 0.80 56.00 38806 14821 0 85.1z 17333 97529 32027 0.450 0.297 0.000 0.297 L-5 0.00 54305 20007 0 30000 0.630 0.232 0.000 0.232 0.79 56.00 54305 20007 0 85.1z 17333 97529 32027 0.630 0.401 0.000 0.401 L-7 0.00 66592 23464 0 30000 0.772 0.272 0.000 0.272 0.77 56.00 66592 23464 0 85.1z 17333 97529 32027 0.772 0.471 0.000 0.471 0.00 75668 25193 0 30000 0.877 0.292 0.000 0.292 0.92 56.00 75668 25193 0 85.1z 17333 97529 32027 0.817 0.506 0.000 0.506 L-11 0.00 81938 25193 0 30000 0.950 0.292 0.000 0.292 0.95 56.00 81938 25193 0 85.1z 17333 97529 32027 0.950 0.506 0.000 0.506 L-13 0.00 85221 25193 0 30000 0.980 0.292 0.000 0.292 0.95 56.00 85221 23464 0 85.1z 17333 97529 32027 0.908 0.471 0.000 0.471 L-15 0.00 85456 23464 0 30000 0.991 0.272 0.000 0.272 0.95 24.38 85456 20007 0 37.0z 26174 514778 169045 0.991 0.266 0.000 0.266 L-16 0.00 85456 20007 0 30000 0.991 0.232 0.000 0.232 0.00 31.63 76606 20007 0 48.0z 24507 305807 100422 0.888 0.284 0.000 0.284 b-17 0.00 76606 20007 0 30000 0.888 0.232 0.000 0.232 0.74 56.00 58160 14821 0 85.lz 17333 97529 32027 0.614 0.297 0.000 0.297 L-19 0.00 56160 14821 0 30000 0.689 0.172 0.000 0.172 0.48 46.63 29303 7906 0 45.lx 24983 140693 46201 0.340 0.055 0.000 0.055 L-21 0.00 0 0 0 30000 0.560 0.000 0.000 0.000 0.57 Weld Thick x Length .15x3.7 .11x0.7 .20x2.0 19x2.4 .11x0.7 .17x2.6 .14x2.8 .lix0.7 .16x2.3 .13x2.6 .11xO.8 .13x2.4 .11x2.4 .ilx0.8 19x1 .2 .lixl.0 llxO.8 .i3xl.4 .11xl.4 .11x0.8 llxl.3 .lixl.3 .11x0.8 .11xi.3 .110.5 .25x2.4 .11x0 .8 .17x3.8 .19x3.5 .11x0.7 .19x3.7 .25x2.4 .11x0.7 .15x5.3 Available Weld (in) To/Bottm 8.3/ 8.3 3.0/ 3.1 4.2/ 4.5 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 3.9/ 4.5 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 6.5/ 6.5 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 7.6/ 7.6 3.0/ 3.0 4.7/ 5.2 4.2/ 4.5 3.0/ 3.1 8.3/ 8.3 Seyco Joist Co, Page 6 V2.2.1.0 Page 101 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Location Web Slope 00 -Li Ti 51.44 Ui -Li Vi 10.76 02 -Li Cl 35.30 02 -L3 T2 46.79 03 -L3 V2 0.00 U4 -L3 C2 46.79 U4 -L5 T3 46.79 (15 -LS '12 0.00 06 -LS C3 46.79 U6 -Li T4 46.79 Ui -Li V2 0.00 08 -Li C4 46.79 08 -L9 T5 46.79 U9 -L9 V2 0.00 010 -L9 C5 46.79 010 -Lii T6 46.79 Oh -Lii V2 0.00 012 -Lii C6 46.79 012 -L13 T7 46.79 U13 -1,13 V2 0.00 014 -1.13 Ci 46.79 014 -1.15 TB 46.79 015 -1.15 V2 0.00 (116 -1.15 C8 46.19 016 -1.16 V3 7.85 016 -1.17 C9 46.79 U17 -Lii V4 0.00 018 -Lii T9 46.79 018 -1,19 CIO 46.19 019 -L19 V2 0.00 U20 -1.19 T10 46.79 020 -L21 Cli 35.30 021 -L21 Vi 10.76 022 -L21 TI1 51.44 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 42.20 2-L l.50x155 0.295z 10544 16917 26459 26.17 1-1. i.00x109 0.206 0.196z 374 381 6184 32.23 1-1. 2.00x205 0.778 0.393z 3825 4687 23339 38.42 1-L 1.50x188 0.529 0.293z 9294 13573 15860 26.30 1-1. i.00x109 0.206 0.196z 406 406 6184 38.42 1L 2.00x166 0.636 0.395z 3045 4447 19093 38.42 1-L i.50x137 0.392 0.296z 7923 11572 11767 26.30 1-L l.00x109 0.206 0.196r 406 406 6184 30.42 1-1. 2.00x156 0.600 0.396z 2233 3261 17990 38.42 l-L i.50x125 0.359 0.296z 6634 9688 10781 26.30 1-1. i.00x109 0.206 0.196z 406 406 6184 38.42 1-1. 2.00x125 0.484 0.398z 1421 2075 14531 38.42 1-1. 1.25x109 0.261 0.247z 5351 7815 7819 26.30 1-1. 1.00x109 0.206 0.196z 406 406 6184 38.42 1-L 1.50x188 0.529 0.293z 609 689 15860 38.42 1-L 1.00x109 '0.206 0.196z 4068 5941 6184 26.30 1-L l.00x109 0.206 0.196z 406 406 6184 38.42 1-L 1.50x125 0.359 0.296z 0 0 10781 38.42 l-L 1.00x109 0.206 0.196z 3208 4685 6184 26.30 1-1. 1.00x109 0.206 0.196z 406 406 6184 38.42 1-1. 1.50x109 0.315 0.297z 0 0 9454 38.42 1-L i.00x109 0.206 0.196z 2920 4265 6184 26.30 1-1, 1.00x1.09 0.206 0.196z 406 406 6184 38.42 1-L 1.50x1,09 0.315 0.297z 1044 1525 9454 26.55 2-1. 1.25x109 0.521 0.247z 11100 11205 15637 38.42 1-1. 2.00x250 0.938 0.391z 2233 3261 20125 26.30 1-1. 1.25x109 0.261 0.247z 406 406 7819 38.42 1-1. 2.00x166 0.636 0.395z 12767 18647 19093 38.42 2-L 1.50488 1.057 0.293z 3045 4447 31119 26.30 1-L 1.00x109 0.206 0.196z 406 406 6184 38.42 l-L 2.00x188 0.717 0.394z 14050 20520 21500 32.23 1-L 2.00x250 0.938 0.391r 3825 4687 28125 26.77 1-L i.00x109 0.206 0.196z 374 381 6184 42.20 2-1. 1.50x155 0.882 0.295z 15219 24417 26459 Compressive Shear Force Allow lbs lbs lbs 4200 6738 18185 2207 2247 2500 9931 12168 14120 3451 5040 7833 2336 2336 2952 8608 12573 12609 2639 3854 5861 2422 2422 2952 7275 10625 11701 1827 2668 5328 2491 2491 2952 5992 8752 8799 1015 1482 2874 2544 2544 2952 4709 6876 7833 203 296 1439 2502 2582 2952 3637 5312 5328 0 0 1439 2607 2607 2952 2920 4265 4593 359 525 1439 2615 2615 2952 2920 4265 4593 0 0 12425 12126 17110 18914 2544 2544 4836 2639 3854 12609 13409 19584 23182 2407 2407 2952 3451 5040 14535 14647 17947 19789 2236 2276 2500 4200 6738 18185 Syo Joist Co, Page 1 V2.2.1.0 Paae1O2of122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J11 1 - 28L11264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y 5 1' 1.750 2 11 11.000 35.000 Uniform Live load 128 #/ft full length Uniform Ntup load -174 #Ift full length Uniform SJI load 264 #/ft full length Uniform Dead load 136 #/ft full length SJI 1500 AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 141 11/4 36 1 10 361 10 L16 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +f-W +1-5 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 28.000 in Deep 607.250 in Design length 2920 # Minimum Shear 26.304 in Effective Depth 1055 in4 Ix 0 in4 Minimum Ix 22.000 in Clear Depth LI 984 Live Defl L/ 231 SJI Deft 2254771 in-H40ment 1.000 in Chord gap 1.067 in Camber 24.375 in Interior Panel 28.000 in Left end 28.000 in Right end 11 Web Vees 10934 B SJI reaction 15426 4 SJI reaction 1228 # Total weight 0.000 in Tag TCX Def 1 0.000 in Opp TCX Defi Top Chord: 2-L 3.00x281 Bridg < 27911 Ix= 2.756 Center: L = 28.000 Tag end panl: L = 28.000 First point: Chord shear: V = 9931 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x250 Ix 2.488 Center: L = 24.375 Chord shear: V = 10544 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -85720 Priz/ci -87911 P = -13229 Pnx/Q= -81814 P = -13229 Pn/Q = -96422 C = 29852 fv 5890 3.00x281 Weld 2.26" 3.00x281 Weld 3.35" A = 2.875 Y 0.842 Iy= 7.669 Rx = 0.930 P = 85456 Pn/0 = 86250 T 20095 fv = 7030 Fy = 50000 Q = 1.000 Ry = 1.640 Rz = 0.591 M = 719 No Fillers M = 1344 No Filler M = 1624 fc = 9288 f = 7501 Fy = 50000 Q = 0.961 Ry = 1.633 Rz = 0.592 ft = 6989 f 7850 Seyco Joist Co, Page 2 V2.2.1.0 Paae 103 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Web Angl Lngth Shear Force Member Area R Pn/0 Weld T-AvlW-B T 1 51.4 42.2 10544 16917 2L 1.50x155 0.882 0.461x 26459 3.7 8.3/ 8.3 V 1 10.8 26.8 -2207 -2247 1L 1.00x109 0.206 0.196z -2500 0.7 3.0/ 3.1 C 1 35,3 32.2 -9931 -12168 11, 2.00x205 0.778 0.393z -14120 2.0 4.2/ 4.5 T 2 46.8 38.4 9294 13573 1L 1.50x188 0.529 0.293z 15860 2.4 4.2/ 4.7 V 2 0.0 263 -2336 -2336 IL 1.00x109 0.206 0.196z -2952 0.7 3.0/ 3.0 C 2 46.8 38.4 -8608 -12573 1L 2.00x166 0.636 0.395z -12609 2,6 4.7/ 5.2 T 3 46.8 38.4 7923 11572 1L 1.50x137 0.392 0.296z 11767 2.8 4.2/ 4.7 V 3 0.0 26.3 -2422 -2422 1L 1.00x109 0.206 0.196z -2952 0.7 3.0/ 3.0 C 3 46.8 38.4 -7275 -10625 1L 2.00x156 0.600 0.396z -11701 2.3 4.7/ 5.2 T 4 46.8 38.4 6634 9688 1L 1.50x125 0.359 0.296z 10781 2.6 4.2/ 4.7 V 4 0.0 26.3 -2491 -2491 1L 1.00x109 0.206 0196z -2952 0.8 3,0/ 3.0 C 4 46.8 38.4 -5992 -8752 1L 2.00x125 0.484 0.398z -8799 2.4 4.7/ 5.2 T 5 46.8 38.4 5351 7815 1L 1.25x109 0.261 0.247z 7819 2.4 3.9/ 4.5 V 5 0.0 26.3 -2544 -2544 1L 1.00x109 0.206 0.196z -2952 0.8 3.0/ 3.0 C 5 46.8 38.4 -4709 -6878 1L 1.50x188 0.529 0.293z -7833 1.2 4.2/ 4.7 T 6 46.8 38.4 4068 5941 1L 1.00x109 0,206 0.196z 6184 18 3.7/ 4.2 V 6 0.0 26.3 -2582 -2582 1L 1.00x109 0.206 0.196z -2952 0.8 3.0/ 3.0 Net Uplift: Top Chord Center: P = 21952 Pn/C = 96422 Sot Chord Center: P = -20007 Pnx/O= -789611 Fillers end Web Diagonal: P = -6738 Pnx/= -18185 Job #S708-17 VIASAT 12 COLD STORAGE Mark Jil 1 - 28LH264/128/-174 x 50111-1/4 Chord gap = 1 -amber = 1-1/16 Paint Gray Bridging: Top: 2 SJI, 9 SSR Bottom: 4 SJI, 4 lstPP, 2 Spaced 1228# Each Length Hole-to-Hole = 501 11 3ee bridging clip location schedule. Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC .j.. 3.00x281 521 2 (2) 2 BC 3.00x250 47'1-1/4 (2) 2 TB 3.00x281 0!7 (2) 2 OH j.. 3.00x281 117-3/4 (1) 1 A tJ 2.00x250 30-1/4 (1) 1 B I 2.00x250 21 6-5/8 (1) 1 C Lj 2.00x205 21 6-5/8 (1) 1 D ,) 2.00x188 31 0-3/8 (2) 2 E 2.00x166 310_3/8 (1) 1 F L) 2.00x156 31 0-3/8 (1) 1 G V 2.00x125 31 0-3/8 (2) 2 H ) 1.50x188 31 0-7/8 (1) 1 I U 1.50x137 31 0-7/8 (2) 2 J U 1.50x125 31 0-7/8 (2) 2 K U 1.50x109 31 0-7/8 (1) 1 L L) 1.25x109 31 1-1/8 (1) 1 M I..) 1.25x109 23-1/2 (2) 2 N j.. 1.50x188 311_1/8 (4) 4 0 j_ 1.50x155 31 6-3/8 (2) 2 P 1.25x109 21 2-7/8 (3) 3 Q L 1.00x109 31 1-3/8 (8) 8 R L 1.00x109 21 3-1/2 (2) 2 S L 1..00x109 21 3-1/8 Sheet of V2.2.1..0 11/1' [sag End Bearing: (1) 1 BC fillers Opposite End Bearing: 5 Long.+ 0'l type E TCX = 01 7 6 Long + 11 1-3/4 type E TCX = 11 7-3/4 3 Deep 8 Deer o1d 2 bottom angle back 2T0(SCX) Hold 2 bottom angle back 31 0-3/4(BCX) )-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 0 1 3 501 10-1/4 4'6-5/8 91 2-5/8 131 10-5/8 1816-518 231 2-5/8 271 10-5/8 3216-5/8 371 2-5/8 411 10-5/8 461 6-5/8 21 7 I 61 10-5/8 I 111 6-5/8 I 161 2-5/8 I 201 10-5/8 I 251 6-5/8 1 301 2-5/8 1 341 10-5/8 I 3916-5/8 I 44T5/ I481 6-1/4 \0 S' '\ / \ R OC HIE I IF JIG L I H 0 1 Q Q A R 4 3 - 3 3 1 3 3 1 3 3 1 2 2 1 2 2 j 2 2 1 2 1 3 1 4 4 1 4 3 1 16 3'0 11'6-5/8 20'10-5/8 30'2-5/8 36'11 44'2-5/8 49'1-1/4 2'0 61 10-5/8 16'2-5/8 25T6_5/8 341 10-5/8 39'6-5/8 48'1-1/4 Seyco Joist Co, Page a'?of 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 '35.000 Opp 6.000 8,000 Y E 1' 1.750 2 11 11.000 35.000 Uniform Live load 160 #Jft full length Uniform Ntup load -174 */ft full length Uniform SJI load 296 #/ft full length Uniform Dead load 136 */ft full length SJI 1500* AddLoad on Top chord at panel points. Dead 1500* AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 291 9 IA 14'1-1/2 Lii SJI, Dead See bridging clip location schedule. Top chord panels:(in) 1830.00 1813.25 1824.00 14028.00 1024.00 1013.25 1030.00 Bot chord panels: (in) Ep=35.00 1032.25 5056.00 18 9.75 1846.25 1856.00 1032.25 Ep=35,00 28.000 in Deep 522.500 in Design length 2861 # Minimum Shear 26.315 in Effective Depth 1000.432 1n4 Ix 0.00 1n4 Minimum Ix 22.000 in Clear Depth L/1172 Live Defi L/ 286 SJI Defi 2084455 in-#Moment 1.000 in Chord gap 0.790 in Camber 1007 * Total weight 14.000 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 01.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 O 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1,31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 11150 -3788 7667 3483 0 0 0 0 Pounds Right end reactions: 14738 -3788 11255 3483 0 0 0 0 Pounds Seyco Joist Co, Page 2Pa 7è*8f 122 Job #S708-47 By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Longspan Top bridging rows: 1 per SJI 11 if deck provides no lateral support. Bot bridging rows: 3 per SJI 3 starting at first BC panel point. 1 evenly spaced between bearings. Seyco Joist Co, Page 3Pa 7è'O17'8f 122 Job #5708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan Top Chord: 2-b 3.00x250 A = 2.875 Y = 0.842 Fy = 50000 Q 0.961 Bridg < 278" Ix 2.488 Iy'' 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Allowable tensile stress = 30000 Force = 86250 Chord shear: V = 10177 P = 25187 fv = 6785 fc = 8761 f = 8076 0 end fillers, 2 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow lens- Compression-Bending No. Length Height Force Force Bend kl/r Stress rex Flez Bend Interaction in in lbs lbs in-a psi psi psi. MaLty Axial Bend Unity Eccen U-0 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 4496 13430 1552 47.3z 24635 315993 128108 0.097 0.190 0.019 0.208 U-1 28.00 4496 13430 1730 30000 0.012 0.156 0.050 0.206 0.00 13.25 4439 13334 345 16.8z 27826 1411114 572083 0.061 0.167 0.004 0.171 U-2 28.00 8220 25187 526 30000 0.101 0,292 0.015 0.404 2.69 24.00 8220 25187 732 30.4z 27011 764626 174369 0.116 0.324 0.008 0.332 0-3 28.00 8220 25187 1563 30000 0.113 0.292 0.045 0.337 0.00 28.00 8220 25187 824 35.5z 26386 561766 128108 0.119 0.332 0.009 0.341 0-4 28.00 13404 42880 1625 30000 0.174 0.497 0.047 0.544 1.36 28.00 13404 42880 801 35.5z 26386 561766 128108 0.179 0.565 0.009 0.574 U-5 28.00 13404 42880 1608 30000 0.174 0.497 0.046 0.544 0.00 28.00 13404 42880 807 35.5z 26386 561766 128108 0,179 0.565 0.009 0.574 0-6 28.00 16860 56950 1613 30000 0.214 0.660 0.047 0.707 1.37 28.00 16860 56950 805 35.5z 26386 561766 128108 0.219 0.751 0.009 0.159 0-7 28.00 16860 56950 1611 30000 0.214 0.660 0.047 0.707 0.00 28.00 16860 56950 806 35.5z 26386 561766 128108 0.219 0.751 0.009 0.759 U-8 28.00 18588 67395 1612 30000 0.234 0.781 0.047 0.828 1.34 28.00 18588 67395 806 35.5z 26386 561766 128108 0.239 0.888 0.009 0.897 0-9 28.00 18588 67395 1612 30000 0.234 0.781 0.047 0.828 0.00 28.00 18588 67395 806 35.5z 26386 561766 128108 0.239 0.888 0.009 0.897 U-1 28.00 18588 74514 1612 30000 0.234 0.864 0.047 0.911 1.20 28.00 18588 74514 806 35.5z 26306 561766 128108 0.239 0.982 0.009 0.991 U-11 28.00 18588 74514 1612 30000 0.234 0.864 0.047 0.911 0.00 28.00 18588 74514 806 35.5z 26386 561766 128108 0.239 0.982 0.009 0.991 0-12 28.00 18588 78493 1612 30000 0.234 0.910 0.047 0.957 1.21 28.00 16860 78493 806 22.6x 27808 561766 128108 0.219 0.982 0.009 0.991 U-13 28.00 16860 78493 1611 30000 0.214 0.910 0.047 0.957 0.00 28.00 16860 78493 805 22.6x 27808 561766 128108 0.219 0.982 0.009 0.991 0-14 28.00 16860 78493 1613 30000 0.214 0.910 0.047 0.957 1.38 28.00 13404 60100 807 35.5z 26386 561766 128108 0.179 0.792 0.009 0.801 U-15 28.00 13404 60100 1608 30000 0.174 0.697 0.046 0.743 0.00 28.00 13404 60100 801 35.5z 26386 561766 128108 0.179 0.792 0.009 0.801 U-16 28.00 13404 60100 1625 30000 0.174 0.697 0.047 0.744 1.43 28.00 8220 34317 824 35.5z 26386 561766 128108 0.119 0.452 0.009 0.461 U-17 28.00 8220 34317 1563 30000 0.113 0.398 0.045 0.443 0.00 24.00 8220 34311 732 30.4z 27011 764626 174369 0.116 0.442 0.008 0.450 0-18 28.00 8220 34317 526 30000 0.101 0.398 0.015 0.550 2.91 13.25 4439 17914 345 16.8z 27826 1411114 572083 0.061 0.224 0.004 0.228 U-'19 28.00 4496 18001 1730 30000 0.072 0.209 0.050 0.259 0.00 28.00 4496 18001 1552 47.3z 24635 315993 128108 0.097 0.254 0.017 0.271 0-20 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 108 of 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Longspan Top Chord, continued Taq end top chord extension: Reinforced with 2- 3.00x250 Combined properties: A = 5.75 Y = 4.00 Ix = 62.31 St 15.58 Sb 15.58 type "E" 0' 1.000 long. M-= 111 fb-= 7 Total defi = 0.0000 Live defi = 0.0000 0pr end toD chord extension: Reinforced with 2- 3.00x250 Combined properties: A = 5.75 Y = 4.00 Ix = 62.31 St = 15.58 Sb 15.58 type IfEll 1' 1.750 long. = 3059 fb- = 196 Total defi = 0.0001 Live defi = 0.0001 Seyco Joist Co, Page 5 P age'Ogf 122 Job *S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASO. J12 1 - 28LH296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x250 Weld 2.60" Opposite End 3.00x250 Weld 3.57" Bot Chord: 2-L 3.00x250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Allowable tensile stress = 30000 Force = 86250 Chord shear: V = 10710 P = 16495 fv 7140 fc = 5737 f = 7695 0 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force send ki./r Stress Fex F'ez Bend Interaction in in lbs lbs ______ psi psi psi Unity Axial Bend Unity Eccen 0.00 0 0 0 30000 0.385 0.000 0.000 0.000 0.79 32.25 16495 5469 0 49.0z 24349 294069 96568 0.191 0.078 0.000 0.078 L-3 0.00 34487 11028 0 30000 0.440 0.128 0.000 0.128 0.90 56.00 34487 11028 0 85.1z 17333 97529 32027 0.400 0.221 0.000 0.221 L-5 0.00 50368 15348 0 30000 0.584 0.178 0.000 0.178 0.79 56.00 50368 15348 0 85.1z 17333 97529 32027 0.584 0.308 0.000 0.308 L-7 0.00 62626 11940 0 30000 0.726 0.208 0.000 0.208 0.77 56.00 62626 17940 0 85.1z 17333 97529 32027 0.726 0.360 0.000 0.360 L-9 0.00 71259 18804 0 30000 0.826 0.218 0.000 0.218 0.92 56.00 71259 18804 0 85.1z 17333 97529 32027 0.826 0.377 0.000 0.377 L-11 0.00 76927 18804 0 30000 0.892 0.218 0.000 0.218 0.95 56.00 76927 17940 0 85.1z 17333 97529 32027 0.892 0.360 0.000 0.360 L-13 0.00 79211 17940 0 30000 0.918 0.208 0.000 0.208 0.97 9.75 79211 15348 0 14.8z 28380 3217360 1056529 0.918 0.188 0.000 0.188 0.00 79211 15348 0 30000 0.918 0.178 0.000 0.178 0.00 46.25 65158 15348 0 70.3z 20314 142983 46953 0.755 0.262 0.000 0.262 L-15 0.00 65158 15348 0 30000 0.755 0.178 0.000 0.178 0.72 56.00 47633 11028 0 85.1z 17333 97529 32027 0.552 0.221 0.000 0.221 L-17 0.00 47633 11028 0 30000 0.609 0.128 0.000 0.128 0.87 32.25 22230 5469 0 49.0z 24349 294069 96568 0.258 0.078 0.000 0.078 L-19 0.00 0 0 0 30000 0.516 0.000 0.000 0.000 0.80 Seyco Joist Co, Page 6 V2. Page i 1IY8f 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Longspan Location Web Slope UD -Li Ti 51.43 Ui -Li Vi 10.76 U2 -1,1 Cl 17.41 U2 -1.3 T2 42.37 U3 -1.3 V2 0.00 U4 -L3 C2 46.78 U4 -1.5 T3 46.78 U5 -1.5 V2 0.00 116 -LS C3 46.78 116 -Li T4 46.78 Ui -Li V2 0.00 U8 -Li C4 46.78 118 -1.9 1'S 46.78 U9 -1.9 V2 0.00 U10 -1.9 CS 46.78 U1O -Lii TS 46.78 1111 -Lii V2 0.00 1112 -Lii C6 46.78 U12 -1.13 Ti 46.78 1313 -1.13 V2 0.00 U14 -1.13 Cl 46.78 U14 -1.14 V3 34.74 U14 -1.15 CS 46.78 1115 -1.15 V4 0.00 U16 -1.15 78 46.78 1316 -1.17 C9 46.78 U17 -1.17 V2 0.00 018 -Lii 79 42.37 018 -1.19 CIO 17.41 1119 -L19 V5 10.16 020 -1.19 TIO 51.43 Weld Thick x Length .14x4.2 .lix0.7 .18x2.0 .15x2.8 .11x0.7 .18x2.5 .15x2.6 .11x0.8 .16x2.3 .13x2.6 .lix0.8 .13x2.4 .11x2.4 .ilxo.8 .19x1.2 .11xl.9 .11x0.8 .14x1.3 .ilxl.5 .ilx0.8 .11xl.3 .11x4.2 .22x2.6 .11x0.8 .16x3.8 .25x2.5 .11x0.7 .17x3.7 .20x2.4 .11x0.7 14x5.7 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 42.21 2-1. 1.50x137 0.784 0.296z 10710 17178 23534 26.79 1-L 1.00x109 0.206 0.196z 299 304 6184 27.58 1-1. 2.00x176 0.673 0.394z 3286 3444 20191 35.62 1-1. 1.50x155 0.441 0.295z 9649 13059 13229 26.32 1-1. i.00x109 0.206 0.196z 377 377 6184 38.43 1-L 2.00x176 0.673 0.394z 2639 3853 20191 38.43 l-L 1.50x155 0.441 0.295z 8156 11910 13229 26.32 1-1. l.00x109 0.206 0.196z 406 406 6184 38.43 1-1. 2.00456 0.600 0.396z 1827 2668 17990 38.43 1-1. 1.50x125 0.359 0.296z 6112 9801 10781 26.32 1-1. 1.00x109 0.206 0.196z 406 406 6184 38.43 1-1. 2.00x125 0.484 0.398z 1015 1482 14531 38.43 1-1. 1.25x109 0.261 0.247z 5293 7729 7819 26.32 1-1. i.00x109 0.206 0.196z 406 406 6184 38.43 1-1. 1.50x188 0.529 0.293r 203 296 15060 38.43 1-1. 1,00x109 0.206 0.196z 4126 6024 6184 26.32 1-1. 1.00409 0.206 0.196z 406 406 6184 38.43 1-1. 1.50x137 0.392 0.296z 0 0 11767 38.43 1-1. 1.00x109 0.206 0.196z 3243 4735 6184 26.32 1-L l.00x109 0.206 0.196z 406 406 6184 38.43 1-1. 1.50x109 0.315 0.297z 203 296 9454 32.02 2-1. 1.25x109 0.521 0.247z 11100 13508 15637 38.43 1-1. 2.00x217 0.821 0.392z 1827 2668 24627 26.32 1-1. 1.25x109 0.261 0.247z 406 406 7819 38.43 1-1. 2.00x156 0.600 0.396z 12007 17532 17990 38.43 1-1. 2.00x250 0.938 0.391z 2639 3853 28125 26.32 1-1. 1.00x109 0.206 0.196z 377 377 6184 35.62 1-1. 2.00x166 0.636 0.395z 13381 18111 19093 27.58 1-1. 2.00x205 0.778 0.393z 3286 3444 23339 26.79 1-1. 1.25x109 0.261 0.247z 299 304 7819 42.21 2-L 1.50x137 0.784 0.296z 14354 23023 23534 Compressive Shear Force Allow lbs lbs lbs 3585 5750 16147 2145 2183 2499 10177 10666 11331 3016 4082 7253 2324 2324 2950 8927 13036 13503 2233 3261 6573 2457 2457 2950 7422 10837 11699 1421 2075 5327 2527 2527 2950 6003 8765 8798 609 809 2873 2580 2580 2950 4584 6693 7831 0 0 1438 2615 2615 2950 3684 5379 5860 0 0 1438 2635 2635 2950 2861 4178 4591 0 0 11307 11297 16496 16601 2543 2543 4034 2233 3261 11699 12116 18568 18911 2370 2370 2950 3016 4082 13288 13870 14536 14920 2167 2206 3366 3585 5750 16147 Available Weld (in) Top/Bottm 8.4/ 8.4 3.0/ 3.1 4.0/ 4.1 4.0/ 4.4 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 3.9/ 4.5 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.6 6.0/ 6.8 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 4.7/ 5.2 3.0/ 3.0 4.5/ 4.9 4.0/ 4.1 3.3/ 3.3 8.4/ 8.4 Seyco Joist Co, Page 1 V2.2.1.0 Page 111 of 122 Job #S708-17 By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28L11296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/ItiL Tag 6.000 8.000 Y E 0' 1.000 2 1111.000 35.000 Opp 6.000 8.000 Y E 1' 1.750 2 11 11.000 35.000 Uniform Live load 160 It/ft full length Uniform NtUp load -174 It/ft full length Uniform SJI load 296 It/ft full length Uniform Dead load 136 It/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC cone loads: Load Spacing Location Point Type 10000 29 19 141 11/2 291 9 L14 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right PC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 kips 28.000 in Deep 522.500 in Design length 2861 It Minimum Shear 26.315 in Effective Depth 1000 md Ix 0 in4 Minimum Ix 22.000 in Clear Depth L/1172 Live Defl L/ 286 SJI Defl 2084455 in-#Moment 1.000 in Chord gap 0.790 in Camber 9.750 in Interior Panel 28.000 in Left end 28.000 in Right end 10 Web Vees 11150 It SJI reaction 14738 II SJI reaction 1007 It Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl Top Chord: 2-L 3.00x250 Bridg < 278" Ix= 2.488 Center: L - 28.000 12th: L = 28.000 Tag end pan).: L = 28.000 First point: Chord shear: V = 10177 A = 2.875 Y = 0.842 Iy= 7.669 Rx = 0.930 P = -78493 Pnx/n= -79948 P = -74514 Pnz/Q= -75860 P = -13430 Pnx/n= -70826 P = -13430 Pn/n -86250 C = 25187 fv = 6785 Fy = 50000 Ry = 1.633 M = 806 M = 1552 H = 1730 fc = 8761 Q = 0.961 Rz = 0.592 2 Fillers No Fillers No Filler f = 8076 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x250 Ix= 2.488 Center: L = 9.750 Chord shear: V = 10710 3.00x250 Weld 2.60" 3.00x250 Weld 3.57" A = 2.875 Y = 0.842 Iy= 7.669.Rx = 0.930 P = 79211 Pn/C = 86250 T = 16495 fv 7140 Fy = 50000 Q = 0.961 Ry=1.633 Rz=0.592 ft = 5737 f = 7695 Seyç4 Joist Co, Page 2 V2.2.1.0 Page 112 of 122 Job itS708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-17.4 x 431 10.500 Special Crimped angle Parallel chord Longspan Web Angl Lngth Shear Force Member Area R Pn/Q Weld T-Av1W--B T 1 51.4 42.2 10710 17178 2L 1.50x137 0.784 0.463x 23534 4.2 8.4/ 8.4 V 1 10.8 26.8 -2145 -2183 1L 1.00x109 0.206 0.196z -2499 0.7 3.0/ 3.1 C 1 17.4 27.6-10177 -10666 1L 2.00x176 0.673 0.394z -11331 2.0 4.0/ 4.1 T 2 42.4 35.6 9649 13059 1L 1.50x155 0.441 0.295z 13229 2.8 4.0/ 4.4 V 2 0.0 26.3 -2324 -2324 1L 1.00x109 0.206 0.196z -2950 0.7 3.0/ 3.0 C 2 46.8 38.4 -8927 -13036 lL 2.00x176 0.673 0.394z -13503 2.5 4.7/ 5.2 T 3 46.8 38.4 8156 11910 1L 1.50x155 0.441 0.295z 13229 2.6 4.2/ 4.7 V 3 0.0 26.3 -2457 -2457 1L 1.00x109 0.206 0.196z -2950 0.8 30/ 3.0 C 3 46.8 38.4 -7422 -10837 1L 2.00x156 0.600 0.396z -11699 2.3 4.7/ 5.2 T 4 46.8 38.4 6712 9801 1L 1.50x125 0.359 0.296z 107.81 2.6 4.2/ 4.7 V 4 0.0 26.3 -2527 -2527 1L 1.00x109 0.206 0.196z -2950 0.8 3.0/ 3.0 C 4 46.8 38.4 -6003 -8765 1L 2.00x125 0.484 0.398z -8798 2.4 4.7/ 5.2 T 5 46.8 38.4 5293 7729 1L 1.25x109 0.261 0.247z 7819 2.4 3.9/ 4.5 V 5 0.0 26.3 -2580 -2580 1L 1.00x109 0.206 0.196z -2950 0.8 3.0/ 3.0 C 5 46.8 38.4 -4584 -6693 1L 1.50x188 0.529 0.293z -7831 1.2 4.2/ 4.7 Net Uplift: Top Chord Center: P = 16860 Pn/0 = 86250 Bot Chord Center: P = -15348 Pnz/n= -81299 No Fillers end Web Diagonal: P = -5750 Pnx/n= -16147 Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j.. 3.00x250 45'1-1/4 (2) 2 BC j. 3.00x250 401 0-1/2 (2) 2 TB .j.. 3.00x250 01 7 (2) 2 OB .i_ 3.00x250 11 7-3/4 (1) 1 A v 200x250 31 0-3/8 (l) 1 B U 2.00x217 31 0-1/4 (1) 1 C ) 2.00x205 2'3-1/8(7) (1) 1 D 1) 2.00x176 3'0-3/8(1) (1) 1 E j 2.00x176 21 3-1/8(2) (1) 1 F U 2.00x166 2'9-5/8 (2) 2 G U 2•00x156 3'0-3/8 (1) 1 H U 2•00x125 31 0-3/8 (1) 1 I U 1.50x188 3T0_7/8 (1) 1 J U 1.50x155 31 0-7/8 (1) 1 K L) 1.50x155 21 10-1/8 (1) 1 L ) 1.50x137 31 0-7/8 (1) 1 M .) 1.50x125 3'0-7/8 (1) 1 N I.) 1.50x109 310_3/8 (1) 1 0 tj 1.25x109 3'1-1/8 (1) 1 P j 1.25x109 21 3-1/2 (1) 1 Q v 1.25x109 2'3-1/8 (4) 4 R j_ 1-50x137 3'6-3/8 (2) 2 S .j. 1.25x109 21 7-1/4 Job *S708-17 TIASAT 12 COLD STORAGE Mark J12 - 28LH296/160/-174 x 43t10_1/2 hord gap = 1 amber = 0-3/4 'aint Gray 3ridging: Top 1 SJI, 11 SSR ottorn: 3 SJI, 3 1st?, 1 Spaced .007* Each 'ength Hole-to-Hole = 43'10-1/4 ;ee bridging clip location schedule. Sheet of V2.2.1.0 ii/r 7 U L 1.00x109 2'3-1/2 1 V L 1.00x109 2'3-1/8 2 TC fillers ag End Bearing: (2) 2 T L. 1.00x109 31 1-3/8 Opposite End Searing: Long + 011 type B TCX = 01 7 6 Long + 11 1-3/4 type E TCX = 11 7-3/4 Deep 8 Deer. 1d 2 bottom angle back VO(BCX) Hold 2 bottom angle back 31 0-3/4(BCx) -13/16 x 1-1/2 slots, 4 Gage 0 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 0 11-1/2, 15-1/4 013 431 9-1/2 31 8-1/4 80-1/4 121 8-1/4 1714_1/4 221 0-1/4 261 8-1/4 311 4-1/4 361 0-1/4 401 4-1/4 217 1 51 8-1/4 10'4-l/4 15'0-1/4 J 19'8-1/4 24'4-1/4 29'0-l/4 33'8-1/4 I 384-1/4 41T5_l/2 A \ I A AUA I A! AT/\ 2 J 1I 1\<L 5 3'0 10'4-1/4 19'8-1/4 29'0-14'4 33'8-1/4 2T0 5'8-1/4 15'0-1/4 24'4-1/4 29'10 1 o I 45'1.-1/4 V 0 -, - r\) N.) I 41'0-1/2 38'4-1/4 42'0-1/2 Seyco Joist Co, Page a18f 122 Job itS708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y E 1' 2.750 2 11 11.000 35.000 Uniform Live load 160 It/ft full length Uniform NtUp load -195 It/ft full length Uniform SJI load 296 it/ft full length Uniform Dead load 136 it/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 22'8 141 1-5/8 22'8 Liv SJI, Dead See bridging clip location schedule. Top chord panels: (in) 1030.00 1022.88 12028.00 1022.88 1029.88 Bot chord panels: (in) Ep''35.00 1045.88 3056.00 1023.13 1032.88 1056.00 1045,75 Ep."35.00 28.000 in Deep 437.625 in Design length 2599 It Minimum Shear 26.122 in Effective Depth 1204.257 1n4 Ix 0.00 in4 Minimum Ix 21.500 in Clear Depth L/2400 Live Defi L/ 500 SJI Defl 4404932 in-Moment 1.000 in Chord gap 0.554 in Camber 1315 it Total weight 19.945 in Centroid Loading combinations SJI Ntup Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 O 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 175 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left PC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips Left end reactions: 10728 -3556 7810 2918 0 0 0 0 Pounds Right end reactions: 13067 -3556 10150 2918 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 115 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Top bridging rows: 1 per SJI 4 if deck provides no lateral support. Bot bridging rows: 3 per SJI 3 starting at first BC panel point. 1 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 116 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LR296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 4.00x438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Bridg < 351" Ix= 9.957 Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz = 0.785 Allowable tensile stress = 30000 Force = 198729 Chord shear: V 9581 P = 134023 fv = 2734 fc = 20232 f = 10479 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Vex Fez Bend Interaction In In lbs lbs in-4 ______ psi pal psi Unity Axial Bend Unity Eccen U-0 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 4205 120821 1522 35.7z 27333 548759 224750 0.036 0.667 0.005 0.673 U-1 28.00 4205 120821 1791 30000 0.028 0.608 0.017 0.625 0.00 22.88 4125 120760 129 21.9z 28192 822196 336740 0.022 0.641 0,000 0.647 U-2 28.00 8801 134023 1178 30000 0.049 0.674 0.011 0.686 2.10 28.00 8801 134023 965 26.8z 28469 975571 224750 0.053 0.711 0.003 0.714 28.00 8801 134023 1728 30000 0.051 0.674 0.016 0.691 0.00 28.00 8801 134023 763 26.8z 28469 975571 224150 0.052 0.711 0.003 0.713 28.00 12701 147983 1580 30000 0.070 0.745 0.015 0.760 1.69 28.00 12101 147983 817 26.8z 28469 975571 224750 0.072 0.785 0.003 0.788 U-5 28.00 12701 147983 1620 30000 0.070 0.745 0.015 0.760 0.00 28.00 12701 147983 803 26.8z 28469 975571 224750 0.072 0.785 0.003 0.788 U-6 28.00 14650 159518 1609 30000 0.080 0.803 0.015 0.818 1.65 28.00 14650 159518 807 26.8z 28469 975571 224750 0.081 0.846 0.003 0.849 U-7 28.00 14650 159518 1612 30000 0.080 0.803 0.015 0.818 0.00 28.00 14650 159518 806 26.8z 28469 975571 2247.50 0.081 0.846 0.003 0.849 0-8 28.00 14650 168630 1611 30000 0.080 0.849 0.015 0.864 1.56 28.00 14647 168630 806 26.8z 28469 975571 224750 0.081 0.894 0.003 0.897 0-9 28.00 14647 166630 1612 30000 0.080 0.849 0.015 0.864 0.00 28.00 14647 166630 807 26.8z 28469 975571 224750 0.081 0.694 0.003 0.897 (.1-10 28.00 14647 168630 1609 30000 0.080 0.849 0.015 0.864 1.68 28.00 12694 161349 803 26.8z 28469 975571 224750 0.072 0.856 0.003 0.858 U-11 28.00 12694 161349 1620 30000 0.070 0.812 0.015 0.827 0.00 28.00 12694 161349 811 26.8z 28469 975571 224750 0.072 0.856 0.003 0.858 0-12 28.00 12694 161349 1581 30000 0.070 0.812 0.015 0.827 1.67 28.00 8791 141817 764 26.8z 28469 975571 224150 0.051 0.752 0.003 0.755 U-13 28.00 8791 141817 1727 30000 0.051 0.714 0.016 0.730 0.00 28.00 8791 141817 963 26.8z 28469 975571 224750 0.053 0.752 0.003 0.755 U-14 28.00 8791 141817 1181 30000 0.049 0.714 0.011 0.725 2.20 22.88 4125 124040 134 21.9z 28192 822196 336740 0.022 0.664 0.000 0.665 0-15 28.00 4206 124102 1777 30000 0.028 0.624 0.017 0.641 0.00 27.88 4206 124102 1507 35.5z 27355 553691 226771 0.035 0.685 0.005 0.690 0-16 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 Taq end too chord extension: Reinforced with 2- 4.00x438 Combined properties: A = 13.25 Y = 4.00 Ix = 126.69 St = 31.67 Sb = 31.67 type "E" 0' 1.000 long. M-= 111 fb-= 4 Total defl 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 4 V2.2.1.0 Page 117 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Top Chord, continued Opp end top chord extension: Reinforced with 2- 4.00x438 Combined properties: A = 13.25 Y = 4.00 Ix = 126.69 St = 31.67 Sb = 31.67 type "E" 1' 2.750 long. N- = 3460 fb- = 109 Total defi = 0.0001 Live defl = 0.0000 Seycoist Co,Page 5 V2.2.1.0 Page 118 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/1601-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 4.00x438 Weld 16.99" Opposite End 4.00x438 Weld 17.02" Bot Chord: 2-L 2.50x250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Allowable tensile stress = 30000 Force = 71250 Chord shear: V = 10269 P = 19332 fv 8215 fc = 8140 f = 9168 0 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction - in in lbs lbs L psi psi psi Unity Axial Bend Eccen L-1 0.00 0 0 0 ______ 30000 0.458 0.000 0.000 0.000 0.44 45.88 19332 6120 0 84.0z 17906 99419 32849 0.271 0.144 0.000 0.144 L-3 0.00 37000 10995 0 30000 0.527 0.154 0.000 0.154 0.67 56.00 37000 10995 0 1026z 13905 66710 22044 0.519 0.333 0.000 0.333 L-5 0.00 51185 13919 0 30000 0.718 0.195 0.000 0.195 0.66 56.00 51185 13919 0 102.6z 13905 66718 22044 0.718 0.421 0.000 0.421 L-7 0.00 61829 14892 0 30000 0.868 0.209 0.000 0.209 0.80 56.00 61029 14892 0 102.6z 13905 66718 22044 0.868 0.451 0.000 0.451 L-9 0.00 68914 14892 0 30000 0.967 0.209 0.000 0.209 0.79 23.13 68914 13915 0 42.3z 26313 391254 129273 0.967 0.223 0.000 0.223 1.-10 0.00 68914 13915 0 30000 0.967 0.195 0.000 0.195 0.00 32.88 60559 13915 0 60.2z 23016 193593 63965 0.850 0.255 0.000 0.255 L-11 0.00 60559 13915 0 30000 0.850 0.195 0.000 0.195 0.69 56.00 47272 10986 0 102.6z 13905 66718 22044 0.663 0.333 0.000 0.333 L-13 0.00 47272 10986 0 30000 0.675 0.154 0.000 0.154 0.59 45.75 24086 6107 0 83.8z 17957 99963 33028 0.338 0.143 0.000 0.143 1.-15 0.00 0 0 0 30000 0.568 0.000 0.000 0.000 0.45 Seyco Joist Co, Page 6 V2.2.1.0 Paae 119 of 122 Job #S708-'17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Location Web Slope UO -Li Ti 51.64 131 -Li Vi 10.84 U2 -Li Cl 34.38 (32 -13 T2 46.99 U3 -13 V2 0.00 134 -L3 C2 46.99 134 -LS T3 46.90 US -LS V3 0.00 (36 -L5 C3 46.99 U6 -Li T4 46.99 137 -L7 V3 0.00 138 -L7 C4 46.99 138 -L9 T5 46.99 U9 -1.9 V3 0.00 U10 -1.9 C5 46.99 1310 -1.10 V4 10.57 U10 -Lii C6 46.99 1311 -Lii V5 0.00 1312 -(Al T6 46.99 U12 -1,13 Cl 46.99 1313 -L13 V2 0.00 1314 -1,13 T7 46.99 1314 -1.15 CO 34.20 1315 -L1S Vi 11.10 1316 -1.15 TO 51.64 Tensile Length Area R Shear Force Allow In Member 1a2 in lbs lbs lbs 42.09 2-1. i.50T3 0.719 0.296z 10269 16546 21563 26.60 1-1. 1.00x125 0.234 0.196z 413 421 7031 31.65 1-1. 2.00x188 0.717 0.394z 2915 3532 21500 38.29 1-1. 1.50x155 0.441 0.295z 8888 13030 13229 26.12 l-L 1.00x109 0.206 0.196z 455 455 6184 38.29 1-L 2.00x166 0.636 0.395z 2046 3000 19093 38.29 1-L 1.50x137 0.392 0.296a 7436 10900 11767 26.12 1-1. 1.00x125 0.234 0.196z 455 455 7031 38.29 i-L 2,00443 0.552 0.396z 1136 1666 16547 38.29 1-L 1.25x125 0.291 0.246z 5983 8771 8906 26.12 1-1. l.00x125 0.234 0.196z 455 455 7031 38.29 1-1. 1.50x188 0.529 0.293z 226 332 15860 38.29 1-1. 1.25x109 0.261 0.247z 4800 7037 7819 26.12 1-1. 1.00x125 0.234 0.196z 455 455 7031 3829 1-1. 1.50x155 0.441 0.295z 0 0 13229 26.57 2-1. 1.25x109 0.521 0.247z 11100 11292 15637 38.29 1-1. 2.00x188 0.717 0.394r 1139 1669 21500 26.12 l-L 1.25x109 0.261 0.247z 455 455 7819 38.29 1-1. 1.50x188 0.529 0.293z 9965 14609 15860 38.29 1-1. 2.00x205 0.778 0.393r 2049 3003 23339 26.12 1-1. 1.00x109 0.206 0.196z 455 455 6184 36.29 1-L 2.00x156 0.600 0.396z 11418 16738 17990 31.58 1-1. 2.00x217 0,821 0.392z 2917 3527 24627 26.62 1-1. i.00x125 0.234 0.196z 412 420 7031 42.09 2-1. 1.50x125 0.719 0.296z 12717 20490 21563 Compressive Shear Force Allow lbs lbs lbs 3328 5362 14531 2779 2830 3032 9581 11609 12225 2501 3667 6604 2913 2913 2982 8162 11965 12639 1591 2333 5868 2963 2983 3376 6709 9835 10525 681 999 3273 3040 3040 3376 5259 7710 7869 0 0 2693 3086 3086 3376 4342 6365 6604 0 0 12421 9239 13544 14572 3049 3049 4867 1594 2336 7869 10692 15673 15792 2952 2952 2982 2504 3610 11729 12087 14614 15710 2793 2846 3029 3329 5364 14531 Weld Available Thick x Weld (in) Length Top/Bottm .13x4.5 '11.1/ 6.8 .13x0.8 3.0/ 2.8 .19x2.1 4.2/ 4.2 .15x2.8 4.2/ 4.3 .11x0.9 3.0/ 2.8 .17x2.4 4.71 4.8 .14x2.7 4.2/ 4.3 ,13x0.8 3.0/ 2.8 .14x2.3 4.7/ 4.8 .13x2.4 3.9/ 4.1 .13x0,8 3.0/ 2.8 .19xl.4 4.2/ 4.3 .11x2.2 3,9/ 4.1 .13x0.8 3.0/ 2.8 ,154.4 4.2/ 4.3 .110.5 8.1/ 5.5 .19x2.4 4.7/ 4.8 .11x0.9 3.3/ 3.0 .19x2.6 4.2/ 4.3 .20x2.6 4,7/ 4.8 .11x0.9 3.0/ 2.8 .160.6 471 4.8 .22x2.3 4.2/ 4.2 .134.8 3.0/ 2.8 .13x5.5 11.1/ 6.8 Seyco Joist Co, Page 1 V2.2.1.0 Page 120 of 122 Job #S708-17 - By ASH 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y B 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y E 1' 2.750 2 11 11.000 35.000 Uniform Live load 160 fr/ft full length Uniform NtUp load -195 it/ft full length Uniform SJI load 296 fr/ft full length Uniform Dead load 136 fr/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 15004 AddLoad on Top chord at panel points. BC coric loads: Load Spacing Location Point Type 10000 14,12/8 2 1 8 221 8 L10 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +7-B Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips 28.000 in Deep 437.625 in Design length 2599 it Minimum Shear 26.122 in Effective Depth 1204 in4 Ix 0 in4 Minimum Ix 21.500 in Clear Depth L/2400 Live Defl L/ 500 SJI Defl 4404932 in-itMoment 1.000 in Chord gap 0.554 in Camber 23.125 in Interior Panel 28.000 in Left end 27.875 in Right end 8 Web Vees 10728 4 SJI reaction 13067 4 SJI reaction 1315 4 Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl Top Chord: 2-L 4.00x438 Bridg < 351" Ix= 9.957 Center: L = 28.000 Tag end pad: L = 28.000 First point: Opp end panl: L = 27.875 Last point: Chord shear: V = 9581 Bearing seats: Tag End Opposite End Bot Chord: 2-L 2.50x250 Ix= 1.406 Center: L = 23.125 Chord shear: V = 10269 A = 6.624 Y = 1.161 FY = 50000 Q 1.000 Iy= 28.235 Rx = 1.226 Ry = 2.065 Hz = 0.785 P =-168630 Pnz/o=-188588 H = 806 No Fillers P =-120821 Pnx/=-181060 H = 1522 No Filler P =-120821 Pn/Q =-198729 H = 1791 P =-124102 Pnx/i=-181210 M = 1507 No Filler P =-124102 Pn/n =-178856 M = 1777 C = 134023 fv 2734 fc = 20232 f = 10479 4.00x438 Weld 16.99" 4.00x438 Weld 17.02" A = 2.375 Y = 0.717 FY = 50000 Q = 1.000 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 P = 68914 Pn/O = 71250 T = 19332 fv = 8215 ft = 8140 f = 9168 Seyco Joist Co, Page 2 V2.2.1.0 Paqe 121 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. .113 1 - 28L11296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Web Angl Lngth Shear Force Member Area R Pn/n Weld T-AvlW-B I 51.6 42.1 10269 16546 2L 1.50x125 0.719 0.465x 21563 4,5 11.1/ 6.8 V 1 10.8 26.6 -2779 -2830 1L 1.00x125 0.234 0.196z -3032 0.8 30/ 2.8 C 1 34.4 31.7 -9581 -11609 lb 2.00x188 0.717 0.394z -12225 2.1 4.2/ 4.2 T 2 47.0 38.3 8888 13030 lb 1.50x155 0.441 0.295z 13229 2.8 4.2/ 4.3 V 2 0.0 26.1 -2913 -2913 IL 1.00x109 0.206 0.196z -2982 0.9 3.0/ 2.8 C 2 47.0 38.3 -8162 -11965 1L 2.00x166 0.636 0.395z -12639 2.4 4.7/ 4.8 T 3 47.0 38.3 7436 10900 1L 1.50x137 0.392 0.296z 11767 2.7 4.2/ 4.3 V 3 0.0 26,1 -2983 -2983 lb 1.00x125 0.234 0.196z -3376 0.8 3.0/ 2.8 C 3 47.0 38.3 -6709 -9835 lb 2.00x143 0.552 0.396z -10525 2.3 4.7/ 4.8 T 4 47.0 38.3 5983 8771 1L 1.25x125 0.297 0.246z 8906 2.4 3.9/ 4.1 V 4 0.0 26.1 -3040 -3040 1L 1.00x125 0.234 0.196z -3376 0.8 3.0/ 2.8 C 4 47.0 38.3 -5259 -7710'lL 1.50x188 0.529 0.293z -7869 1.4 4.2/ 4.3 Net Uplift: Top Chord Center: P = 14647 Pnfn = 198729 Dot Chord Center: P = -13915 Pnz/C= -60601 No Fillers end Web Diagonal: P = -5362 Pnx/n.= -14531 Job #S708-17 IASAT 12 COLD STORAGE Mark J13 ]. - 28LH296/160/-195 x 3619_5/8 hord gap = 1 amber = 0-1/2 ?aint Gray 3ridging: Top: 1 SJI, 4 SSR 3ottom: 3 SJI, 3 1stPP, 1 Spaced L315# Each ength Hole-to--Hole = 361 9-3/8 ee bridging clip location schedule. 'ag End Bearing: Long + 01 1 type E TCX = 0'7 Deep (old 2 bottom angle back 2'0(BCX) 1-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 O'3 Seyco Joist Co, Sheet of Shop Order V2.2.1.0 11/1• Quantity Material Length (2) 2 TC j.. 4.00x438 381 1-3/8 (2) 2 BC j.. 2.50x250 321 11-5/8 (2) 2 TB .j. 4.00x438 0'7 (2) 2 OB j. 4.00x438 1'83/4 (1) 1 A U 2.00x217 2'6-1/8 11) 1 B ci 2.00x205 3'0-3/8 (1) 1 C i 2.00x188 3'0-1/4 (1) 1 D U 200x188 2'6-1/4 (1) 1 E j 200x166 3'0-3/8 (1) 1 F U 2.00x156 3'0-318 (1) 1 G U 2.00x143 3'0-3/8 (2) 2 H U 1.50x188 3'0-7/8 (1) 1 I ij 1.50x155 31 0-7/8 (1) 1 J U 1.50x155 3'0-3/4 (1) 1 K U 1.50x137 31 0-7/8 (1) 1 L U) 1.25x125 31 1-1/8 (1) 1 M U) 1.25x109 3'1-1/8 (1) 1. N ci 125x109 21 3-1/2 (4) 4 0 j.. 1.50x125 31 6-1/4 (2) 2 P _t.. 1.25x109 21 2-3/4 (3) 3 Q L. 1.00x125 23-1/2 (2) 2 R L 1.00x125 21 3-1/8 (2) 2 S L 1.00x109 21 3-1/2 Opposite End Bearing: 6 Long + 1 1 2-3/4 type E TCX = 11 8-3/4 8 Deer- Hold 2 bottom angle back 3'1-3/4(BCX) 0-13/16 x 1-1/2 slots, 4 Gage @ 12-1/2, 16-1/4 361 8-5/8 4'5-7/8 9'1-7/8 13'9-7/8 18'5-7/8 231 1-7/8 27'9-7/8 3215-7/8 2'7 I 6'9-7/8 I 11'5-7/8 I 16'1-7/8 I 20'9-7/8 I 25'5-7/8 1 30'1-7/8 1 34T43/4 1 7\ / '\ +7 7 + 7 'M 7I\ +1 '\ 38 '-3/8 3'O I 2'0 61 9-7/8 11'5-7/8 16'1-7/8 2019-7/8 2219 25'5-7/8 30'1-7/8 33' 1i-5/ 34'11-5/8 0> Whiting-Turner Contracting Co Wr 3911 Sorrento Valley Blvd. Suite 100 WHITiNG-TURNER San Diego CA 92121 USA PROJECT: ViaSat Bressi Ranch Campus To: CDS Architects, Inc. dba Smith Consulting Architec 13280 Evening Creek Drive South Suite 125 San Diego CA 92128 United States ATTN: Milos Makaric DATE: 12/07/2017 RE: 12-083-B12 Atrium Joists Deferred Submittal JOB: 016530 WE - ARE SENDING: Shop Drawings \/ SUBMITTED FOR: Approval Approved as Submitted - Letter - Your Use - Approved as Noted - Prints - As Requested Returned After Loan - Change Order - Review and Comment - Resubmit - Plans - Submit - Samples _____ Returned - Specifications I Attached I I Separate Cover - Returned for Corrections - Other: Other: N V' Due Date: 12/21/2017 \/ Submittal: ________________________________________ - Other: Line Item Package Code Rev. QTY Date Description Status Submittal 12-083 052100-02 0 12/07/2017 Atrium Joists Deferred Submittal 03. Submitted Calculations HIS DOCUMENT HAS BEEN REIEWED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS THIS REVIEW IN NO WAY RELEASES THE SUBCONTP.ACTORJSUPPLIER FROM RESPONSIBILITY TO ADHERE TO THE REQUIREMENTS OF TH REMARKS: CONTRACT DRAW/NOD, INCLUDING ALL DIMENSIONS AND QUANTITIES. REVIEWED BY: JAza, DATE: 12107/2017 SUBMITTAL PKG NO.: VBR Submittal 12-083-052100-00-1312 All Joists Deferred Scbmittat.pdl CC: THE WHITING-TURNER CONTRACTING COMPANY Contractor shall field verify all dimensions In accordance with the contract documents Signed: Josh Azar PREV20I7-0306 I 2501 GATEWAY RD VIASAT: BLDG 12 DEFERRED JOIST DEV2016-0015 2132501100 CBC2016-0017 1212212017 PREV2017-0306 SEYCO Page 1 of 122 S S J O I S T COVER SHEET Calculations for the SJI Open-Web Steel Joists & Joist Girders Project: VIASAT 12 COLD STORAGE Location: CARLSBAD, CA NO EXCEPTIONS TAKEN 0 FURNISH AS CORRECTED SUBMIT SPECIFIC ITEM 0 REVISE AND RESUBMIT REJECTED 0 NOT REVIEWED Review is only for general conformance with the design concept of the project and general compliance with the information included in the Contract Documents. Any action shown is subject to the rcquircmontc of the drawings and specifications. Contractor is responsible for: correlating and confirming dimensions at the job site; choice of fabrication processes and techniques of construction; coordination of their work with that of other trades; and performing the work in a safe and satisfactory manner. WISEMAN + ROHY STRUCTURAL ENGINEERS By: DM Date: 12/11/2017 Seyco Customer: SOUTHBAY WELDING Seyco File #: S708-17 Seyco Joist Company 2025 N Central Ave Brownsville, TX 78521 (214) 930-1000 In accordance with IBC/CBC/LABC Section 2207.5: Seyco Joist Co. is a certified member in good standing with the Steel Joist Institute (SJI). This is to certify that the open-web steel joists furnished on the above referenced project have been designed and manufactured in compliance with the latest adoption of the SJI Specifications, per the building code for this project, according to the enclosed lists for fabrication which were generated from designations, loading and dimensional information specified by the Engineer of Record. Seyco joist does not determine any loads or interpret any building codes. It is the responsibility of the. Engineer of Record to meet all local jurisdiction building codes in specifying the SIT products. These calculations are sealed as to the product design only, in accordance with the SM specifications referenced in the building code for this project, by the manufacturer's professional engineer. The designs are based on the information specified by the engineer of record, who has the ( ' responsibility for meeting the local jurisdiction's requirements. No. S 5697 Note: The manufacturer (certified SJI member) does not interpret building code nor determine Exp. 6-30-19 any loads/designations for the SJI products. Reference SJI Code of Practice Section 2.4. Eli Seyco Joist Co, Page 1 V2.2.1.2 'Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 2of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86! 3.375 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5! 7.125 79.125 pp 6.000 8.000 Y E 0111.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -165 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type - 3'8 8000 3 1 8 Ui SJI Do -5000 3'8 Ui Dead 00 -3000 3'8 Ui Live 00 3000 3'8 Ui +/-w -8000 7 1 0 108 U3 SJI -5000 0 1 0 10'8 U3 Dead -3000 0 1 0 101 8 U3 Live 3000 QUO 10'8 U3 +/-W -8000 7 1 0 171 8 U4 SJI -5000 0 1 0 17'8 U4 Dead -3000 01 0 178 U4 Live 3000 0 1 0 17'8 U4 +/-w -8000 6'11 24 1 7 USA SJI -5000 01 0 2417 USA Dead 3000 01 0 24 1 7 USA Live 3000 010 24 1 7 U5A +/-w -8000 6'11 31'6 U7 SJI -5000 010 31'6 U7 Dead -3000 01 0 3116 U7 Live 3000 010 31'6 U7 +/-w -8000 71 0 3816 U8 SJI -5000 01 0 3816 U8 Dead - 010 3000 38'6 U8 Live 3000 010 3816 U8 +/-W -8000 713 451 9 U9A SJI - 010 5000 45'9 U9A Dead 010 -3000 451 9 U9A Live Seyco Joist Co, Page 2 V2.2.1.2 A i6b #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 30f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan 3000 0 1 0 45'9 tJ9A +/-W -8000 oo 53'0 till SJI -5000 o ,o 53'0 till Dead -3000 0 1 0 53'0 till Live 3000 53'0 till +/-W -8000 7 1 3 o ,o 60'3 U13 SJI -5000 o ,o 60'3 ti13 Dead -3000 o,o 60'3 U13 Live 3000 7 1 0 603 U13 +/-W -8000 o ,o 67'3 U14 SJI -5000 67'3 U14 Dead -3000 0 1 0 o,o 67'3 U14 Live 3000 7'O 67'3 U14 +/-W -8000 7413 U15A SJI -5000 0 1 0 7413 U15A Dead -3000 0 1 0 o ,o 74'3 U15A Live 3000 l'6 74 1 3 U15A +/-w -8000 o ,o 75'9 U16 SJI -5000 o,o 751 9 U16 Dead -3000 0 1 0 759 U16 Live 3000 6'5 75'9 u16 +/-W -8000 o ,o 821 2 U17A SJI -5000 o,o 82'2 U17A Dead -3000 821 2 U17A Live 3000 0 1 0 4'1-3/8 821 2 U17A +/-W p chord panels: (in) 1@44.00 1@56.00 2@28.00 1@56.00 1@62.50 1@20.50 1@42.00 1@41.00 1821.50 1862.50 1858.00 2@29.00 1858.00 1857.00 1830.00 1827.00 1857.00 1@51.00 1833.00 1@18.00 1847.25 1829.75 1849.38 t chord panels: (in) Ep=79.13 1@76.88 18118.50 18125.00 18120.50 18115.50 18114.50 1@108.00 1@98.25 Ep=79.13 60.000 in Deep 1031.375 in Design length-10336 # Minimum Shear 55.018 in Effective Depth37901.269 in4 Ix 35000.00 in4 Minimum Ix 48.000 in Clear Depth L/-2791 Live Defl L/-1020 SJI Defl 271424 in-#Moment 1.000 in Chord gap 3.078 in Camber 15058 # Total weight 30.000 in Centroid ading combinations SJI NttJp Dead Live Wind Seis +/-W +/-E ndfactors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Page 4 of 122 Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 50f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan p bridging rows: 2 per SJI 3 if deck provides no lateral support. t bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. Seyco Joist Co, Page 4 V2.2.1.2 J6b #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 6of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan p Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409" Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 37317 P = 230067 fv = 4146 fc = 9249 f = 6211 end fillers, 6 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen o 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 61881 241220 1879 33.1z 27694 820688 261702 0.085 0.350 0.001 0.351 1 60.00 61881 241220 5357 30000 0.086 0.323 0.005 0.328 0.00 56.00 57128 230067 3279 33.1z 26024 461637 147207 0.080 0.355 0.002 0.357 2 60.00 108891 230067 4288 30000 0.149 0.308 0.004 0.312 3.76 28.00 108891 204542 83 16.5z 29406 3282752 588829 0.146 0.280 0.000 0.280 3 60.00 108891 204542 11 30000 0.146 0.274 0.000 0.274 0.00 28.00 104981 198545 135 16.5z 29406 3282752 588829 0.141 0.271 0.000 0.271 3A 60.00 104981 198545 3770 30000 0.143 0.266 0.004 0.270 0.00 56.00 104981 187785 2760 33.1z 27694 820688 147207 0.143 0.273 0.002 0.274 4 60.00 161203 187785 6914 30000 0.221 0.252 0.006 0.258 2.49 62.50 161203 156613 4082 36.9z 27156 658861 118180 0.220 0.232 0.002 0.234 5 60.00 161203 156613 5104 30000 0.219 0.210 0.005 0.215 0.00 20.50 161203 145980 1405 12.1z 29680 6124158 1098493 0.217 0.198 0.001 0.199 5A 60.00 164052 145980 1290 30000 0.221 0.196 0.001 0.197 0.00 42.00 164052 137119 1990 24.8z 28680 1459001 261702 0.222 0.192 0.001 0.194 6 60.00 199721 137119 3844 30000 0.270 0.184 0.004 0.220 2.35 41.00 199721 116336 1853 24.2z 28741 1531040 274623 0.269 0.163 0.001 0.164 7 60.00 199721 116336 1135 30000 0.268 0.156 0.001 0.157 0.00 21.50 196733 109226 1253 12.7z 29648 5567718 998684 0.265 0.148 0.001 0.149 7A 60.00 196733 109226 5020 30000 0.267 0.146 0.005 0.151 0.00 62.50 196733 98466 4021 36.9z 27156 658861 118180 0.267 0.146 0.003 0.148 8 60.00 208216 98466 7119 30000 0.284 0.132 0.007 0.216 2.69 58.00 208216 79750 3062 34.3z 27534 765065 137230 0.282 0.116 0.002 0.118 9 60.00 208216 79750 4137 30000 0.282 0.107 0.004 0.111 0.00 29.00 208216 68605 82 17.1z 29363 3060259 548920 0.279 0.094 0.000 0.094 9A 60.00 212259 68605 44 30000 0.284 0.092 0.000 0.092 0.00 29.00 212259 59958 26 17.1z 29363 3060259 548920 0.284 0.082 0.000 0.082 10 60.00 212259 59958 4379 30000 0.287 0.080 0.004 0.216 2.76 58.00 200744 52071 3303 34.3z 27534 765065 137230 0.272 0.076 0.002 0.078 11 60.00 200811 52071 6395 30000 0.273 0.070 0.006 0.076 0.00 57.00 200811 37319 3090 33.7z 27615 792145 142087 0.272 0.054 0.002 0.056 12 60.00 200811 37319 4211 30000 0.272 0.050 0.004 0.214 2.85 30.00 175128 33368 236 17.7z 29319 2859642 512935 0.235 0.046 0.000 0.046 13 60.00 175128 33368 22 30000 0.235 0.045 0.000 0.045 0.00 27.00 171361 27199 197 15.9z 29447 3530422 633254 0.230 0.037 0.000 0.037 13A 60.00 171361 27199 4391 30000 0.233 0.036 0.004 0.041 0.00 57.00 171361 16438 3376 19.0x 29218 792145 142087 0.233 0.011 0.002 0.014 14 60.00 171361 16438 5644 30000 0.233 0.022 0.005 0.228 2.71 51.00 126638 15231 2203 17.Ox 29372 989495 177486 0.172 0.010 0.001 0.012 15 60.00 126638 15231 3389 30000 0.172 0.020 0.003 0.024 0.00 33.00 126638 9277 909 11.0x 29736 2363340 423914 0.171 0.006 0.001 0.007 15A 60.00 131263 9381 419 30000 0.176 0.013 0.000 0.013 0.00 18.00 131263 9381 714 6.0x 29921 7943449 1424821 0.177 0.006 0.000 0.007 16 60.00 131263 9381 3402 30000 0.178 0.013 0.003 0.266 2.94 47.25 64142 7414 2758 15.8x 29460 1152791 206777 0.089 0.005 0.002 0.007 17 60.00 64142 7414 2618 30000 0.088 0.010 0.002 0.012 0.00 Seyco Joist Co, Page 5 V2.2.1.2 J6b #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 70f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan p Chord, continued nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen 29.75 64142 4548 660 9.9x 29619 1635696 521592 0.087 0.003 0.000 0.004 17A 60.00 68232 4690 3938 30000 0.094 0.006 0.004 0.010 0.00 47.38 68232 4690 3829 21.lx 29042 645027 205687 0.095 0.003 0.003 0.006 18 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 g end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0' 1.000 long. = 93 fb-= 1 tal defl = 0.0000 Live defl = 0.0000 p end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0'11.000 long. = 1746 fb- = 18 tal defl = 0.0000 Live defl = 0.0000 Seyco Joist Co, Page 6 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 80f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 8.00x750 Weld 23.86" Opposite End 8.00x750 Weld 4.35" t Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 44144 P = 71053 fv = 4905 fc = 2856 f = 5109 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression -Bending Length Height Force Force Bend kl/r Stress F'ex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity•Axial Bend Unity Eccen 1 0.00 0 0 0 30000 0.255 0.000 0.000 0.000 1.03 76.88 5653 71053 0 54.5z 24148 302428 78115 0.008 0.118 0.000 0.118 3 0.00 10659 135484 0 30000 0.248 0.182 0.000 0.182 1.17 118.50 10659 135484 0 84.0z 17914 127278 32875 0.014 0.304 0.000 0.304 5 0.00 14417 181619 0 30000 0.223 0.243 0.000 0.243 1.16 125.00 14417 181619 0 88.6z 16902 114386 29545 0.019 0.432 0.000 0.432 7 0.00 16243 206690 0 30000 0.227 0.277 0.000 0.277 1.63 120.50 16243 206690 0 85.4z 17602 123089 31793 0.022 0.472 0.000 0.472 9 0.00 16243 206690 0 30000 0.211 0.277 0.000 0.277 1.36 115.50 16209 206218 0 81.9z 18382 133976 34605 0.022 0.451 0.000 0.451 11 0.00 16209 206218 0 30000 0.220 0.276 0.000 0.276 1.87 114.50 14535 187657 0 81.1z 18537 136327 35212 0.019 0.407 0.000 0.407 13 0.00 14535 187657 0 30000 0.218 0.251 0.000 0.251 1.77 108.00 11262 151372 0 76.5z 19549 153230 39578 0.015 0.311 0.000 0.311 15 0.00 11262 151372 0 30000 0.243 0.203 0.000 0.203 1.39 98.25 6971 99823 0 69.6z 21047 185151 47823 0.009 0.191 0.000 0.191 17 0.00 0 0 0 30000 0.288 0.000 0.000 0.000 0.93 at ion Web Slope. -Li Cl 54.50 -Li Vi 32.56 -Li Ti 20.78 -L3 C2 45.51 -L3 V2 26.97 -L3 V3 0.00 -L3 T2 45.51 -L5 C3 48.64 -L5 V4 0.00 -L5 V5 20.44 -L5 T3 48.64 -L7 C4 48.64 -L7 V6 21.34 -L7 V7 0.00 -L7 T4 48.64 -L9 C5 46.51 -L9 V7 0.00 -L9 V8 27.79 -L9 C6 46.51 -LU T5 46.26 -Lii V9 0.52 -Lii C7 46.26 -L13 T6 46.01 -L13 V10 26.14 A-1,13 V9 0.00 -L13 C8 46.01 -L15 T7 42.83 -L15 V9 0.00 A-L15 VU 30.96 -1,15 CO 42.83 -L17 T8 40.66 -L17 V12 0.00 A-L17 V13 28.40 -L17 CIO 54.50 Seyco Joist Co, Page 7 V2.2.1.2 J 6b #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 9of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86? 3.375 Special Crimped angle Parallel chord Deep longspan Weld Thick x Length 31x8. 2 .13x2. 4 .18x7. 5 23x7. 9 i4x2 .0 19x0.6 20x7.i 21x5.5 15x0 .7 i9xl .5 .15x5. 2 .19x4. 5 19x1 .5 14x0. 7 17x2.9 iixi .0 14x0.7 .14x2. 0 .14x2. 2 .14x2. 0 .13x2. 0 18x3.6 17x3.7 i9xl .5 i3xO.7 19x5. 1 .170. 5 13x0.7 14x2.i 25x6.3 250. 4 lixO .7 19x1 .5 31x9.0 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 24.74 2-L 3.00x375 4.219 0.587z 4197 7226 126563 65.27 1-L 2.00x125 0.484 0.398z 7445 8832 14531 58.85 2-L 2.00x176 1.346 0.394z 36811 39372 40381 78.50 2-L 3.00x227 2.621 0.594z 3511 5009 78628 61.73 1-L 1.75x143 0.480 0.346z 7683 8620 14402 55.02 1-L 1.50x188 0.529 0,293z 578 578 15860 78.50 2-L 2.00x205 1.556 0.393z 30192 43081 46679 83.27 2-L 2.50x212 2.030 0.493z 2528 3827 60903 55.02 1-L 1.50x155 0.441 0.295z 571 571 13229 58.71 1-L 1.50x188 0.529 0.293z 7646 8159 15860 83.27 2-L 1.50x155 0.882 0.295z 15861 24004 26459 83.27 2-L 2.50x188 1.809 0.495z 1642 2486 54279 99.07 1-L 1.50x188 0.529 0.293z 7646 8209 15860 55.02 i-L 1.50x137 0.392 0.296z 578 578 11767 83.27 1-L 2.00x166 0.636 0.395z 9343 14140 19093 79.94 2-L 1.50x109 0.630 0.297z 629 915 18907 55.02 1-L 1.50x137 0.392 0.296z 598 598 11767 62.19 i-L 1.75x143 0.480 0.346z 7671 8672 14402 7994 2-L 1,75x143 0.960 0.346z 764 1109 28803 79.58 1-L 1.75x143 0.480 0.346z 5816 8413 14402 55.02 1-L 1.50x125 0.359 0.296z 7348 7349 10781 9.58 2-L 2.00x176 1.346 0.394z 1551 2244 40381 79.22 i-L 2.00x166 0.636 0.395z 12505 18006 19093 61.29 1-L i.50x188 0.529 0.293z 7677 8552 15860 55.02 1-L 1.50x125 0.359 0.296z 578 578 10781 79.22 2-L 2.50x188 1.809 0.495z 2426 3494 54279 75.02 2-L 2.00x166 1.273 0.395z 26937 36730 38187 55.02 1-L 1.50x125 0.359 0.296z 578 578 10781 64.16 i-L 1.75xi43 0.480 0.346z 771.1. 8992 14402 75.02 2-L 2.50x250 2.375 0.491z 3347 4563 71250 72.52 2-L 2.00x250 1,875 0.391z 41659 54914 56250 55.02 1-L 1.50xi09 0.315 0.297z 529 529 9454 62.55 1-L 1.50xi88 0.529 0.293z 7563 8598 15860 94.74 2-L 3.00x500 5.500 0.584z 4178 7195 165000 Compressive Shear Force Allow lbs lbs lbs 44144 76013 78580 1350 1601 3984 3845 4113 26573 37317 53248 54006 1102 1236 4031 3421 3421 4024 2986 4260 22503 22945 34726 35607 3202 3202 3386 896 957 3533 1979 2995 6653 16422 24853 31014 754 810 3491 2974 2974 3030 1090 1649 3834 2117 3076 5246 2856 2856 3030 501 566 3972 6393 9289 10814 1110 1606 2426 651 651 2788 13081 18921 19087 1897 2732 4235 344 383 3243 2564 2564 2789 19623 28256 32446 2843 3877 19457 2504 2504 2789 214 249 3732 34098 46494 46538 3613 4763 30005 2398 2398 2461 283 322 3113 48674 83814 101997 Available Weld (in) Top/3ottm 16.6/16.6 4.2/ 4.5 12.3/12.3 14.5/14.5 3.8/ 4.1 3.5/ 3.5 14.5/14.5 15.1/15.1 3.5/ 3.5 3.5/ 3.7 15.1/15 .1 15.0/15.0 3.5/ 3.7 3.5/ 3.5 4.7/ 5.3 14.7/14.7 3.5/ 3.5 3.8/ 4.1 14.6/14.6 4.4/ 4.8 3.5/ 3.5 14.6/14.6 4.6/ 5.1 3.6/ 3.8 3.5/ 3.5 14.6/14.6 14.0/14..0 3.5/ 3.5 3.9/ 4.2 14.0/14.0 13.7/13.7 3.5/ 3.5 3.6/ 3.8 i6.6/16.6 Seyco Joist Co, Page 1 V2.2.1.2 Jdb #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 10 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL ag 6.000 8.000 Y E 0' 1.000 2 5' 7.125 79.125 pp 6.000 8.000 Y E 0'11.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -165 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -8000 3'8 3'8 Ui SJI -5000 01 0 3'8 Ui Dead -3000 01 0 3'8 Ul Live 3000 01 0 3'8 Ui +/-W -8000 71 0 10'8 U3 SJI -5000 0 1 0 10'8 U3 Dead -3000 01 0 10'8 U3 Live 3000 01 0 10'8 U3 +/-W -8000 7'O 171 8 U4 SJI -5000 01 0 171 8 U4 Dead -3000 01 0 17'8 U4 Live 3000 01 0 17'8 U4 +/-w -8000 6'11 24 1 7 U5A SJI -5000 01 0 24 1 7 USA Dead -3000 01 0 24 1 7 U5A Live 3000 01 0 24 1 7 U5A +/-W -8000 6'11 31'6 U7 SJI -5000 01 0 316 U7 Dead -3000 01 0 316 U7 Live 3000 01 0 316 U7 +/-W -8000 71 0 386 U8 SJI -5000 01 0 38'6 U8 Dead -3000 01 0 38'6 U8 Live 3000 01 0 38'6 U8 +/-w -8000 71 3 45'9 U9A SJI -5000 01 0 45'9 U9A Dead 0'O -3000 45'9 U9A Live Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 11 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan 3000 0 1 0 4519 U9A +/-W -8000 7 1 3 53 1 0 Ull SJI -5000 0 1 0 5310 Ull Dead -3000 0 1 0 0'O 531 0 Ull Live 3000 53 1 0 Ull +/-W -8000 60'3 U13 SJI -5000 0 1 0 60'3 U13 Dead -3000 0 1 0 010 60'3 U13 Live 3000 7' 60'3 U13 +/-w 8000 67'3 U14 SJI -5000 0 1 0 0 1 0 67'3 U14 Dead -3000 00 67'3 U14 Live 3000 7'O 67'3 t314 +/-W -8000 0' 74'3 U15A SJI -5000 o' 74'3 U15A Dead -3000 00 74'3 U15A Live 3000 16 74 1 3 U15A +/-W -8000 7519 u16 SJi -5000 0 1 0 00 75'9 U16 Dead -3000 0 1 0 751 9 U16 Live 3000 ,, 75 1 9 u16 +/-W -8000 82'2 U17A SJI -5000 0 1 0 0'O 8212 U17A Dead -3000 821 2 U17A Live 3000 0 1 0 821 2 U17A +/-W 4'1-3/8 end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1031.375 in Design length-10336 # Minimum Shear 55.018 in Effective Depth 37901 in4 Ix 35000 in4 Minimum Ix 48.000 in Clear Depth L/-2791 Live Defl L/-1020 SJI Defl 271424 in-#Moment 1.000 in Chord gap 3.078 in Camber 20.500 in Interior Panel 42.000 in Left end 47.375 in Right end 9 Web Vees -37593 # SJI reaction -42092 # SJI reaction 15058 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl p Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409" Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 Center: L = 42.000 P =-241220 Pnx/=-688926 M = 1879 6 Fillers 18th: L = 27.000 P = -27199 Pnz/n=-732535 No Fillers g end pani: L = 42.000 P =-241220 Pnx/il=-688926 M = 1879 Filler Reqd irst point: P =-241220 Pn/Q =-746280 M = 5357 p end pani: L = 47.375 P = -4690 Pnx/C= 722456 M = 3829 Filler Reqd Last point: P = -4690 Pn/) =-671652 M = 3938 hord shear: V = 37317 C = 230067 fv = 4146 fc = 9249 f = 6211 aring seats: Tag End Opposite End t Chord: 6x750+1P Ix=125. 844 Center: L =120.500 hord shear: V = 44144 8.00x750 Weld 23.86" 8.00x750 Weld 4.35" A = 24.876 Y = 2.491 Iy=144.339 Rx = 2.249 P = 16243 Pn/Q = 746280 T = 71053 fv = 4905 Fy = 50000 Q = 1.000 Ry = 2.409 Rz = 1.270 ft = 2856 f = 5109 Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:13 Entered 09/29/17 Revised 12/05/17 Page 12 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 1 1 - 60DLH248/112/-165 x 86' 3.375 Special Crimped angle Parallel chord Deep longspan Web Angi Lngth Shear Force Member Area R Pn/Q Weld T-Av1W-B T 1 54.5 94.7 4197 7226 2L 3.00x375 4.219 0.913x 126563 8.2 16.6/16.6 V 1 32.6 65.3 -1350 -1601 lL 2.00x125 0.484 0.398z -3984 2.4 4.2/ 4.5 C 1 20.8 58.8 -3845 -4113 2L 2.00x176 1.346 0.619x -26573 7.5 12.3/12.3 T 2 45.5 78.5 3511 5009 2L 3.00x227 2.621 0.934x 78628 7.9 14.5/14.5 V 2 27.0 61.7 -1102 -1236 1L 1.75x143 0.480 0.346z -4031 2.0 3.8/ 4.1 C 2 45.5 78.5 -2986 -4260 2L 2.00x205 1.556 0.615x -22503 7.1 14.5/14.5 T 3 48.6 83.3 2528 3827 2L 2.50x212 2.030 0.775x 60903 5.5 15.1/15.1 V 3 0.0 55.0 -3421 -3421 1L 1.50x188 0.529 0.293z -4024 0.6 3.5/ 3.5 C 3 48.6 83.3 -1979 -2995 2L 1.50x155 0.882 0.461x -6653 5.2 15.1/15.1 T 4 48.6 83.3 1642 2486 2L 2.50x188 1.809 0.778x 54279 4.5 15.0/15.0 V 4 0.0 55.0 -3202 -3202 lL 1.50x155 0.441 0.295z -3386 0.7 3.5/ 3.5 C 4 48.6 83.3 -1090 -1649 lL 2.00x166 0.636 0.395z -3834 2.9 4.7/ 5.3 T 5 46.5 79.9 629 915 2L 1.50x109 0.630 0.467x 18907 1.0 14.7/14.7 V 5 20.4 58.7 -896 -957 lL 1.50x188 0.529 0.293z -3533 1.5 3.5/ 3.7 t Uplift: Top Chord Center: P = 61881 Pn/c = 746280 Bot Chord Center: P =-206690 Pnz/=-386394 No Fillers end Web Diagonal: P = -76013 Pnx/O= -78580 3 E H In) I 8'3-3 Job #S708-17 ASAT 12 COLD STORAGE ark J1 - 60DLH248/112/-165 x 86'3-3/8 ord gap = 1 mber = 3-1/16 mt Gray idging: Top: 2 SJI, 3 SSR ttom: 4 SJI, 4 lstPP, 2 Spaced 058# Each ngth Hole-to-Hole = 85'8-1/4 Seyco Joist Co, Shop Order Quantity Material (2) 2 TC JL 6x750+1P (2) 2 BC IL 6x750+1P (2) 2 TB 11 8.00x750 (2) 2 OB IL 8.00x750 (1) 1 A tj 2.00x166 (1) 1 B ij 2.00x166 (1) 1 C tj 2.00x125 (1) 1 D U 1.75x143 (1) 1 E u 1.75x143 (1) 1 F tj 1.75x143 (1) 1 G j 1.75x143 (1) 1 H j 1.50x188 (1) 1 I tj 1.50x188 (1) 1 J U 1.50x188 (1) 1 K u 1.50x188 (1) 1 L U 1.50x188 1 M j 1.50x155 2 N tj 1.50x137 3 0 U 1.50x125 1 p U 1.50x109 2 Q IL 3.00x500 (2) 2 R IL 3.00x375 (2) 2 5 3.00x227 (2) 2 T 2.50x250 Sheet Of' V2.2.1.2 12/ Length 87'3-3/8 75'1-1/8 0'7 1'S 6'11-1/4 6'6-7/8 56-3/4(2) 2 U 2.50x212 6'10-1/4 6'8 (2) 2 V IL 2.50x188 6'9-3/4 5T6 (2) 2 W IL 2.50x188 6'6-1/4 5'4-1/4(2) 2 X IL 2.00x250 6'0-1/4 5'3-7/8(2) 2 Y 2.00x205 6'6-1/8 5'4-3/4(2) 2 Z IL 2.00x176 61 7-1/8 5'3-5/8(2) 2 [ JL 2.00x176 4 1 11-7/8 5'1-3/4(2) 2 \ JL 2.00x166 6'2-3/4 5'1-1/2(2) 2 ] p 1.75x143 61 7-1/4 4'11-1/(2) 2 " IL 1.50x155 6'11 4'11-1/(2) 2 - IL 1.50x109 6'8 4'11-1/(2) 2 End fillers 4'11-1/(6) 6 TC fillers 4'11-1/2 71 10-1/4 7'10-1/4 6'4-3/8 6'1-5/8 g End Bearing: Long + 0'l type E TCX = 01 7 Deep ld 2 bottom angle back 5'8-1/8(BCX) 13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 3 8'5 13'l 22'11-1/2 28'2 33'4-1/2 43'5 48'3 3'9 lO'9 17'9 24'8 31'7 38'7 45'lO 53'l 3\ k2Kl A 1 )2A21 A 1 22A 2 1\21 4' ': ii T1iJ ( \ I I 9 8 8 8 66 5 3 13 2 4 46 8 7 8 j9 6'8-1/8 22' 11-1/2 43,5 62'7 79'9-/4 5'8-1/8 13'l 33'4-1/2 53'0-1/2 71'7 80'9-1/4 - Opposite End Bearin 6 Long + 0'll type E TCX = 1 8 De Hold 2 bottom angle back 6'6-1/8(BC 0-13/16 x 1-1/2 slots, 4 Gage 8 15-5/8, 11-1 86'2-3/E 57 1 10 621 7 711 7 75'10 82'3 I 604 67'4 1 74'41 791 9-1/4 Seyco Joist Co, Page 1 V2.2.1.2 Jdb #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 14 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL ag 6.000 8.000 Y E 0' 1.000 2 6' 1.875 85.813 pp 6.375 8.000 Y E 0'11.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 3'8 3'8 Ul SJI -2000 0'O 3'8 Ul Dead, Live 2000 01 0 3'8 Ul +/-W -4000 7 1 0 10'8 UlB SJI -2000 01 0 101 8 U1B 0'O Dead, Live 2000 101 8 U1B +/-W -4000 71 0 17'8 U3 SJI -2000 01 0 17'8 U3 Dead, Live 2000 01 0 17'8 U3 +/-w -4000 6'11 24'7 U5 SJI -2000 0'O 24'7 tJ5 0'O Dead, Live 2000 24'7 U5 +/-W -4000 6'11 31'6 U6 SJI -2000 01 0 31'6 U6 Dead, Live 2000 01 0 316 U6 +/-W -4000 71 0 38'6 U7A SJI - 2000 0'O 38'6 U7A Dead, Live 2000 0 1 0 386 U7A +/-W -4000 7,3 45'9 U9 SJI -2000 01 0 45'9 U9 Dead, Live 2000 01 0 459 U9 +/-W -4000 7,3 53'0 UlO SJI -2000 01 0 53'0 U10 Dead, Live 2000 01 0 53'0 UlO +/-W -4000 7,3 60'3 UllA SJI -2000 0'O 60'3 UllA Dead, Live 2000 o'o 60'3 UllA +/-w Seyco Joist Co, Page 2 V2.2.1.2 J6b #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 15 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan 7 '0 -4000 67'3 U13 SJI -2000 01 0 67'3 U13 Dead, Live 2000 01 0 673 t.313 +/-W -4000 7 1 0 743 U15 SJI -2000 01 0 74'3 U15 Dead, Live 2000 01 0 743 U15 +/-W -8000 2'10 771 U15A SJI -5000 01 0 771 U15A Dead -3000 01 0 771 U15A Live 3000 01 0 77 1 1 U15A +/-W -4000 101 7 878 U17 SJI -2000 01 0 878 U17 Dead, Live 2000 01 0 878 U17 +/-W -4000 51 0 92'8 U17A SJI -2000 0 10 0'O928 U17A Dead, Live 2000 l'7-1/8 928 U17A +/-W p chord panels: (in) 1@44.00 1@41.81 1@42.19 1@20.94 1@63.06 1@55.38 1827.62 1827.69 1855.31 1@64.50 1@19.50 1@45.00 1842.00 1@22.50 1864.50 1857.00 1830.00 1@27.00 1@57.00 1@59.00 1@25.00 183,4.00 2863.50 1860.00 1819.13 t chord panels: (in) Ep=85.81 1@126.19 1@110.69 1@119.81 1@129.00 1@121.50 18114.00 18118.00 18127.00 Ep=79.13 60.000 in Deep 1127.125 in Design length -4588 # Minimum Shear 55.018 in Effective Depth37901.269 in4 Ix 35000.00 in4 Minimum Ix 48.000 in Clear Depth L/-3803 Live Defi L/-2079 SJI Defl 941835 in-#Moment 1.000 in Chord gap 3.676 in Camber 16181 # Total weight 30.000 in Centroid ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E nd factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions:-14527 -8641 -6131 -8396 0 0 13656 0 Pounds ight end reactions:-19180 -8641 -9095-10084 0 0 15344 0 Pounds p bridging rows: 2 per SJI 3 if deck provides no lateral support. t bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 16 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLI-I248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan p Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409" Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 15505 P = 226284 fv = 1723 fc = 9096 f = 4864 end fillers, 7 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# psi psi psi Unity Axial Bend UnitV Eccen o 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 32790 253405 2694 33.1z 27694 820688 261702 0.046 0.368 0.002 0.369 1 60.00 32790 253405 3725 30000 0.046 0.340 0.003 0.343 0.00 41.81 30111 244153 1027 24.7z 27714 828045 264048 0.041 0.354 0.001 0.355 1A 60.00 30111 244153 3254 30000 0.042 0.327 0.003 0.330 0.00 42.19 30111 234306 2221 24.9z 28669 1446095 259387 0.042 0.329 0.001 0.330 lB 60.00 32904 234306 1499 30000 0.045 0.314 0.001 0.315 0.00 20.94 32904 226284 1644 12.4z 29666 5870617 1053016 0.046 0.307 0.001 0.308 2 60.00 67470 226284 5199 30000 0.094 0.303 0.005 0.308 2.35 63.06 67470 210302 4199 37.2z 27107 647170 116083 0.094 0.312 0.002 0.314 3 60.00 67470 210302 6951 30000 0.095 0.282 0.006 0.288 0.00 55.38 67470 196418 2652 32.7z 27744 839288 150544 0.093 0.285 0.002 0.286 4 60.00 92045 196418 3590 30000 0.126 0.263 0.003 0.267 2.50 27.62 92045 182157 77 16.3z 29422 3372726 604968 0.123 0.249 0.000 0.249 5 60.00 92045 182157 199 30000 0.123 0.244 0.000 0.244 0.00 27.69 90190 176092 121 16.4z 29419 3356909 602131 0.121 0.241 0.000 0.241 5A 60.00 90190 176092 3520 30000 0.123 0.236 0.003 0.239 0.00 55.31 90190 166363 2580 32.7z 27749 841262 150898 0.123 0.241 0.002 0.243 6 60.00 106406 166363 7127 30000 0.147 0.223 0.007 0.230 2.36 64.50 106406 149233 4407 38.1z 26980 618597 110958 0.147 0.222 0.003 0.225 7 60.00 106406 149233 5555 30000 0.146 0.200 0.005 0.205 0.00 19.50 106406 139386 1939 11.5z 29711 6769771 1214297 0.144 0.189 0.001 0.190 7A 60.00 107694 139386 1636 30000 0.145 0.187 0.002 0.188 0.00 45.00 107694 131539 2305 26.6z 28490 1270839 227951 0.146 0.186 0.002 0.187 8 60.00 114731 131539 4218 30000 0.157 0.176 0.004 0.180 2.16 42.00 114731 119782 1899 24.8z 28681 1459140 261727 0.156 0.168 0.001 0.169 9 60.00 114731 119782 1097 30000 0.154 0.161 0.001 0.162 0.00 22.50 113245 112552 1464 13.3z 29615 5082904 911723 0.153 0.153 0.001 0.154 9A 60.00 113245 112552 5466 30000 0.155 0.151 0.005 0.156 0.00 64.50 113245 102353 4375 38.1z 26981 618674 110972 0.156 0.152 0.003 0.155 10 60.00 113245 102353 7279 30000 0.157 0.137 0.007 0.144 2.20 57.00 110049 88290 2807 33.7z 27615 792089 142077 0.150 0.129 0.002 0.130 11 60.00 110049 88290 3894 30000 0.150 0.118 0.004 0.122 0.00 30,00 110049 78092 312 17,7z 29319 2860023 513004 0.148 0.107 0.000 0.107 hA 60.00 112054 78092 130 30000 0.150 0.105 0.000 0.105 0.00 27.00 112054 70958 155 15.9z 29447 3529899 633160 0.150 0.097 0.000 0.097 12 60.00 112054 70958 4056 30000 0.153 0.095 0.004 0.119 2.42 57.00 99308 62961 3088 19.0x 29218 792200 142097 0.136 0.043 0.002 0.045 13 60.00 99308 62961 6554 30000 0.137 0.084 0.006 0.090 0.00 59.00 99308 49363 3459 19,7x 29163 739300 132609 0.136 0.034 0.002 0.036 14 60.00 99308 49363 4514 30000 0.136 0.066 0.004 0.113 2.38 25.00 79967 42349 431 8.3x 29848 4118543 738745 0.108 0.029 0.000 0.029 15 60.00 79967 42349 92 30000 0.107 0.057 0.000 0.057 0.00 34.00 77702 35942 320 11,3x 29719 2226365 .399344 0.104 0.024 0.000 0.025 15A 60.00 77702 35942 5456 30000 0.108 0.048 0.005 0.053 0.00 63.50 77702 26203 4017 21.2x 29032 638233 114480 0.108 0.018 0.003 0.021 16 60.00 77702 26203 7345 30000 0.109 0.035 0.007 0.136 2.39 Seyco Joist Co, Page 4 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 17 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan p Chord, continued nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction in in lbs lbs in-# _______ psi psi psi Unity Axial Bend UnitV Eccen 63.50 32613 18963 3327 21.2x 29032 638314 114495 0.047 0.013 0.002 0.015 17 60.00 32613 18963 6833 30000 0.048 0.025 0.006 0.032 0.00 60.00 32613 11358 3511 20.0x 28479 402137 128234 0.047 0.008 0.002 0.010 17A 60.00 36498 12517 4745 30000 0.052 0.017 0.004 0.021 0.00 17.13 36498 12517 1198 7.6x 29873 4936459 1574142 0.050 0.008 0.001 0.009 18 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 g end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0! 1.000 long. = 93 fb-= 1 tal defl = 0.0000 Live defl = 0.0000 p end top chord extension: inforced with 2- 8.00x750 Combined properties: = 47.75 Y = 3.96 Ix = 389.83 St = 96.51 Sb = 98.43 pe "E" 0'11.000 long. = 1746 fb- = 18 tal defl = 0.0000 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.2 Job #S708-17 - By RG 10:28 Entered 09/2 9/17 Revised 12/05/17 Page 18 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 8.00x750 Weld 23.74" Opposite End 8.00x750 Weld 2.33" t Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 lowable tensile stress = 30000 Force = 746280 ord shear: V = 21524 P = 49922 fv = 2392 fc = 2007 f = 2594 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression -Bending Length Height Force Force Bend kl/r Stress F'ex Fez Bend Interaction - in in lbs lbs in-U psi psi psi Unity Axial Bend Unity Eccen 1 000 0 0 0 30000 0.130 0.000 0.000 0.000 0.67 126.19 21078 49922 0 89.4z 16718 112244 28992 0.028 0.120 0.000 0.120 3 0.00 33351 79528 0 30000 0.118 0.107 0.000 0.107 1.33 110.69 33351 79528 0 78.4z 19131 145876 37679 0.045 0.167 0.000 0.167 5 0.00 41185 99474 0 30000 0.123 0.133 0.000 0.133 1.39 119.81 41185 99474 0 84.9z 17709 124504 32159 0.055 0.226 0.000 0.226 7 0.00 45412 110924 0 30000 0.117 0.149 0.000 0.149 1.25 129.00 45412 110924 0 91.4z 16283 107402 27741 0.061 0.274 0.000 0.274 9 0.00 45412 113370 0 30000 0.116 0.152 0.000 0.152 1.36 121.50 45096 113370 0 86.1z 17446 121071 31272 0.060 0.261 0.000 0.261 11 0.00 45096 113370 0 30000 0.120 0.152 0.000 0.152 1.43 114.00 40514 105434 0 80.8z 18616 137530 35523 0.054 0.228 0.000 0.228 13 0.00 40514 105434 0 30000 0.119 0.141 0.000 0.141 1.32 118.00 32058 89382 0 83.6z 17992 128359 33154 0.043 0.200 0.000 0.200 15 0.00 32058 89382 0 30000 0.143 0.120 0.000 0.120 1.18 127.00 19030 54741 0 90.Oz 16592 110811 28622 0.025 0.133 0.000 0.133 17 0.00 0 0 0 30000 0.155 0.000 0.000 0.000 0.75 ation Web Slope -Li Cl 56.72 -Li Vi 37.23 -Li V2 0.00 -Li V3 37.48 -Li Ti 48.93 -L3 C2 48.90 -113 Va 0.00 -L3 T2 45.i9 -L5 C3 45.15 -L5 V5 26.71 -L5 V6 0.00 -L5 T3 45.15 -L7 Ca 49.54 -L7 V6 0.00 -L7 V7 19.51 -L7 T4 49.54 -L9 CS 49.54 -L9 V8 22.24 -L9 V9 0.00 -L9 T5 49.54 -LU T6 46.01 -LU V9 0.00 A-LU V10 28.60 -LU C6 46.01 -L13 T7 46.01 -L13 V9 0.00 -L13 C7 47.00 -LiS T8 47.00 -L15 VU 31.72 A-L15 V9 0.00 -L15 CS 49.09 -1,17 T9 49.09 -L17 V9 0.00 A-1117 V12 47.48 -L17 C9 54.50 Seyco Joist Co, Page 6 V2.2.1.2 Jo #S708-17 - By RG 10:28 Entered 09/29/17 Revised 12/05/17 Page 19 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan Weld Thick x Length 25x5. 3 lix2 .4 lixi .1 11x2 .4 i3x6.i 25x3. 2 lix2 .9 19x3.i .17x3. 7 13x1 .9 13x0. 9 .13x3. 7 .13x2. 7 13x0.9 iixl.9 Ux2 .4 15x1 .3 ilxl.9 lixO. 9 11x2 .4 .13x2. 4 ilx0. 9 ilxl.9 .14x2. 3 13x2.9 ilxl.9 .16x3. 0 19x2.8 ilxl.9 11x2. 3 19X5. 5 14x6.9 ilxl.9 11x2 .4 25x6.0 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 100.26 2-L 3.00x250 2.875 0.592z 9767 17799 86250 69.10 2-L 1.25x109 0.521 0.247z 3525 4428 15637 55.02 2-L 1.25x109 0.521 0.247z 644 644 15637 69.33 2-L 1.25x109 0.521 0.247z 3642 4590 15637 83.74 2-L 2.00x125 0.969 0.398z 14945 22745 29063 83.69 2-L 2.00x250 1.875 0.391z 6996 10642 56250 55.02 2-L 1.50x109 0.630 0.297z 3329 3329 18907 78.06 2-L 1.50x188 1.057 0.293z 12260 17394 31719 78.02 2-L 2.00x166 1.273 0.395z 5423 7689 38187 61.59 2-L 1.00x125 0.469 0.196z 3687 4127 14063 55.02 2-L 1.00x125 0.469 0.196z 636 636 14063 78.01 2-L 1.50x125 0.719 0.296z 9661 13699 21563 84.78 2-L 2.00x125 0.969 0.398z 2849 4391 29063 55.02 2-L 1.00x125 0.469 0.196z 644 644 14063 58.37 2-L 1.00x109 0.412 0.196z 3634 3856 12367 84.78 2-L 1.25x109 0.521 0.247z 3341 5148 15637 84.78 2-L 1.50x155 0.882 0.295z 1146 1765 26459 59.44 2-L 1.00x109 0.412 0.196z 3634 3927 12367 55.02 2-L 1.00x109 0.412 0.196z 667 667 12367 84.78 2-L 1.25x109 0.521 0.247z 1553 2393 15637 79.22 2-L 1.25x125 0.594 0.246z 3786 5451 17813 55.02 2-L 1.00x109 0.412 0.196z 667 667 12367 62.66 2-L 1.00x109 0.412 0.196z 3677 4188 12367 79.22 2-L 1.75x143 0.960 0.346z 3669 5283 28803 79.22 2-L 1.50x125 0.719 0.296z 6342 9132 21563 55.02 2-L 1.00x109 0.412 0.196z 3343 3343 12367 80.67 2-L 2.00x156 1.199 0.396z 5240 7684 35980 80.67 2-L 1.50x188 1.057 0.293z 9052 13272 31719 64.68 2-L 1.00x109 0.412 0.196z 3666 4309 12367 55.02 2-L 1.00x109 0.412 0.196z 7447 7447 12367 84.02 2-L 2.50x188 1.809 0.495z 6952 10617 54279 84.02 2-L 2.00x143 1.103 0.396z 19276 29436 33093 55.02 2-L 1.00x109 0.412 0.196z 3300 3300 12367 81.41 2-L 1.25x109 0.521 0.247z 3563 5272 15637 94.74 2-L 3.00x250 2.875 0.592z 9767 16819 86250 Compressive Shear Force Allow lbs lbs lbs 21524 39223 42795 2094 2630 3997 3649 3649 6279 1944 2450 3971 7332 11159 12325 15505 23584 24361 2254 2254 9705 5749 8157 8994 12804 18156 18480 1802 2017 2847 3299 3299 3568 4108 5825 6241 6414 9883 12118 3174 3174 3568 1676 1778 2805 1493 2300 2656 3920 6040 6418 1574 1700 2705 3020 3020 3157 586 902 2656 2334 3361 3441 2898 2898 3157 1337 1522 2434 6894 9926 10997 4000 5760 6053 1509 1509 3157 9606 14085 16522 5573 8171 8422 1181 1388 2285 511 511 3157 20080 30665 30747 7435 11353 14212 1315 1315 3157 1105 1634 2880 26036 44833 52879 Available Weld (in) TOp/Bottm 17.3/17.3 13.1/13.1 11.6/il. 6 13.1/13.1 15.0/15.0 15.1/15.1 11. 9/11.9 14.3/14.3 14.3/14.3 12.0/12.0 11.4/11.4 14 .4/14.4 15.3/15.3 11.4/li. 4 11.6/11.6 15.3/15.3 15.3/15.3 11.7/11.7 11.4/11.4 15. 4/15.4 14.5/14.5 11. 4/11.4 12.1/12.1 14.5/14.5 14.5/14.5 11.4/11.4 14.7/14.7 14.7/14.7 12.4/12.4 11. 4/11.4 15 .2/15.2 15.2/15.2 11. 4/11.4 14.9/14.9 16.5/16.5 Seyco Joist Co, Page 1 V2.2.1.2 Job '#S708-17 - By RG 10:29 Entered 09/29/17 Revised 12/05/17 Page 20 of 122 stomer: ojebt: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94' 3.125 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 6' 1.875 85.813 pp 6.375 8.000 Y E 0'11.000 2 5' 7.125 79.125 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 3'8 3'8 Ui SJI -2000 01 0 3'8 Ui Dead, Live 2000 01 0 31 8 Ui +/-W -4000 7 1 0 10'8 U1B SJI -2000 01 0 101 8 U1B Dead, Live 2000 01 0 10'8 UiB +/-W -4000 7 1 0 17'8 U3 SJI -2000 01 0 17 1 8 U3 Dead, Live 2000 01 0 17'8 U3 +/-W -4000 61 11 24 1 7 tJ5 SJI -2000 01 0 24 1 7 U5 Dead, Live 2000 01 0 24 1 7 U5 +/-W -4000 6'11 31'6 tJ6 SJI -2000 01 0 31'6 U6 Dead, Live 2000 01 0 31'6 U6 +/-W -4000 7 1 0 38 1 6 U7A SJI -2000 010 38'6 U7A Dead, Live 2000 01 0 38'6 U7A +/-W -4000 7,3 4519 U9 SJi -2000 0 1 0 459 U9 Dead, Live 2000 01 0 4519 U9 +/-w -4000 7,3 53 1 0 U10 SJI -2000 01 0 53'0 U10 Dead, Live 2000 01 0 53'0 U10 +/-W -4000 71 3 60'3 UliA SJI -2000 01 0 60'3 UiiA Dead, Live 0'0 2000 60'3 U11A +/-W Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:29 Entered 09/29/17 Revised 12/05/17 Page21 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 2 1 - 60DLH248/112/-184 x 94 3.125 Special Crimped angle Parallel chord Deep longspan -4000 710 67'3 U13 SJI -2000 0 1 0 U 67'3 U13 Dead, Live 2000 00 67T3 U13 +/-W -4000 7 1 0 00 74'3 U15 SJI -2000 U 74 1 3 U15 Dead, Live 2000 00 210 74 1 3 U15 +/-W -8000 o,o 771 1 U15A SJI -5000 o,o 771 1 U15A Dead -3000 o,o 771 1 U15A Live 3000 107 771 1 U15A +/-W -4000 87'8 U17 SJI -2000 0 1 0 871 8 U17 Dead, Live 2000 00 87'8 U17 +/-W -4000 92'8 U17A SJI -2000 0 1 0 o,o 92'8 U17A Dead, Live 2000 1 1 7-1/8 92'8 U17A +/-W end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1127.125 in Design length -4588 # Minimum Shear 55.018 in Effective Depth 37901 in4 Ix 35000 in4 Minimum Ix 48.000 in Clear Depth L/-3803 Live Defl L/-2079 SJI Defl 941835 in-#Moment 1.000 in Chord gap 3.676 in Camber 29.000 in Interior Panel 42.000 in Left end 17.125 in Right end 9 Web Vees -14527 # SJI reaction -19180 # SJI reaction 16181 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl p Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 idg < 409" Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 Center: L = 42.000 P =-253405 Pnx/n=-688926 M = 2694 7 Fillers 18th: L = 27.002 P = -70958 Pnz/C=-732533 No Fillers g end panl: L = 42.000 P =-253405 Pnx/n=-688926 M = 2694 Filler Reqd irst point: P =-253405 Pn/Q =-746280 M = 3725 p end panl: L = 17.125 P = -12517 Pnx/= 743123 M = 1198 Filler Reqd Last point: P = -12517 Pn/C =-671652 M = 4745 hord shear: V = 15505 C = 226284 fv = 1723 fc = 9096 f = 4864 aring seats: Tag End 8.00x750 Weld 23.74" Opposite End 8.00x750 Weld 2.33" -t Chord: 6x750+1P A = 24.876 Y = 2.491 Fy = 50000 Q = 1.000 Ix=125.844 Iy=144.339 Rx = 2.249 Ry = 2.409 Rz = 1.270 Center: L =129.000 P = 45412 Pn/Q = 746280 hord shear: V = 21524 T = 49922 fv = 2392 ft = 2007 f = 2594 Web Angl Lngth Shear Force Member Area R Pn/c2 Weld T-AvlW-B T 1 56.7 100.3 9767 17799 2L 3.00x250 2.875 0.930x 86250 5.3 17.3/17.3 V 1 37.2 69.1 -2094 -2630 2L 1.25x109 0.521 0.387x -3997 2.4 13.1/13.1 C 1 48.9 83.7 -7332 -11159 2L 2.00x125 0.969 0.626x -12325 6.1 15.0/15.0 T 2 48.9 83.7 6996 10642 2L 2.00x250 1.875 0.609x 56250 3.2 15.1/15.1 V 2 0.0 55.0 -3649 -3649 2L 1.25x109 0.521 0.387x -6279 1.1 11.6/11.6 C 2 45.2 78.1 -5749 -8157 2L 1.50x188 1.057 0.457x -8994 3.1 14.3/14.3 T 3 45.2 78.0 5423 7689 2L 2.00x166 1.273 0.620x 38187 3.7 14.3/14.3 V 3 37.5 69.3 -1944 -2450 2L 1.25x109 0.521 0.387x -3971 2.4 13.1/13.1 C 3 45.2 78.0 -4108 -5825 2L 1.50x125 0.719 0.465x -6241 3.7 14.4/14.4 T 4 49.5 84.8 2849 4391 2L 2.00x125 0.969 0.626x 29063 2.7 15.3/15.3 V 4 0.0 55.0 -2254 -2254 2L 1.50x109 0.630 0.467x -9705 2.9 11.9/11.9 N C 4 49.5 84.8 -1493 -2300 2L 1.25x109 0.521 0.387x -2656 2.4 15.3/15.3 t Up]ift: Page 22of 122 Top Chord Center: P = 32790 Pn/Q = 746280 Bot Chord Center: P =-110924 Pnz/c2=-350976 No Fillers end Web Diagonal: P = -39223 Pnx/= -42795 Job #S708-17 Seyco Joist Co, Sheet of ASAT 12 COLD STORAGE Shop Order V2.2.1.2 12/ ark J2 - 60DLH248/112/184 X 94'31/8 Quantity Material Length ord gap = 1 (2) 2 TC JL 6x750+1P 95'3-1/8 mber = 3-5/8 (2) 2 BC IL 6x750+1P 82'6-1/8 mt Gray (2) 2 TB ii 8.00x750 01 7 idging: Top: 2 SJI, 3 SSR ttom: 4 SJI, 4 1stPP, 2 Spaced (2) 2 OB IL 8.00x750 1'5-3/8 181# Each (2) 2 A JL 3.00x250 8'3-1/2 ngth Hole-to-Hole = 9318 (2) 2 B JL 3.00x250 7 1 9-3/8 (2) 2 C 11 2.50x188 6'10-5/(2) 2 (3 1.25x109 5110 (2) 2 D IL 2.00x250 6'10-5/(2) 2 V IL 1.25x109 5'9-3/4 (2) 2 E IL 2.00x166 6!4_7/8(2) 2 W IL 1.25x109 4 1 9-1/2 (2) 2 F IL 2.00x156 6'7-7/8(2) 2 X IL 1.00x125 5'3 (2) 2 G 11 2.00x143 6'11-1/(4) 4 Y ii 1.00x125 4'9-1/2 (2) 2 H JL 2.00x125 6'11-7/(2) 2 Z IL 1.00x109 5'5-3/4 (2) 2 I IL 2.00x125 6'10 (2) 2 [ JL 1.00x109 5'3-7/8 (2) 2 J j. 1.75x143 6'6-1/4(2) 2 \ JL 1.00x109 511 (2) 2 K ii 1.50x188 6'7-7/8(2) 2 1 11 1.00x109 51 0 (2) 2 L IL 1.50x188 6'5-5/(10) 10 IL 1.00x109 4'9-1/2 (2) 2 M JL 1.50x155 710 (2) 2 End fillers (2) 2 N IL 1.50x125 6'6-7/8(7) 7 TC fillers (2) 2 0 11 1.50x125 6'5-3/4 (2) 2 P IL 1.50x109 4'9-1/2 (2) 2 Q IL 1.25x125 61 7-1/4 (2) 2 R IL 1.25x109 7'0-5/8 (2) 2 5 1.25x109 7'0-3/8 (2) 2 T 1.25x109 6'9-5/8 g End Bearing: Opposite End Bearin Long + 0'1 type E TCX = 0'7 6-3/8 Long + 0'll type E TCX = 1'5-3 Deep 8 De ld 2 bottom angle back 6'2-7/8(BCx) Hold 2 bottom angle back 6'6-1/8(BC 13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 15-5/8, 11-1 3 94'21/ 7'27/8 1216 221 4_326 1 11_3/4 36'11-1/2 4214 47'8-1/2 57110 621 7 72 1 3 77'2 871 9 A45 lO 53'l 60 4 6714 7414 82'5-1 /2 92 39 10'9 17'9 2418 31'7 38'7 -x 3K 2 3 1 1 )2 2ç 1 A 1 A x- 2 -x 9(9'3-1 \ 'v w u \ / \x Y/ \Y I' / \ / \ ' / \ A\I/I D IL EI 0 H us Mu R Q llj N I F K \ I C G IV/ 6 1 7 4 4 44 3 3 23 3 3 33 3 6 7 7 1 H7/8 26'11-3/4 47'8-1/2 67'4 87 5'2-7/8 1719 36'11-1/2 57'10 7712 88'9 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 24 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL ag 6.000 8.000 Y E 0' 1.000 2 5' 4.625 76.625 pp 6.375 8.000 Y E 0' 8.250 2 5' 4.625 76.625 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type - 83' 6 4000 83'6 U17 SJi 0'0 -2000 83'6 U17 Dead, Live 2000 01 0 83'6 U17 +/-W -4000 5'2 88'8 U17B SJI -2000 01 0 88 1 8 U17B Dead, Live 2000 0 1 0 88 1 8 U17B +/-W -8000 1'6 90'2 U18 SJI -5000 0'0 90'2 U18 Dead -3000 0 1 0 90 1 2 U18 Live 3000 01 0 90 1 2 U18 +/-W -4000 3'8 931 10 U19 SJI -2000 01 0 93'10 U19 Dead, Live 2000 OTO 93'10 U19 +/-W -4000 5'2 99'0 U19B SJI -2000 OTO 99'0 U19B Dead, Live OTO 991 0 U19B +/-w 2000 4 1 1-7/8 BC conc loads: Load Spacing Location Point Type 10000 881 7 88 1 7 L18 SJI, Dead 14'6-7/8 e bridging clip location schedule. p chord panels: (in) 1864.00 1@72.63 14@60.00 1@25.38 1@34.63 1@27.38 1@18.00 1844.00 1@35.25 1@26.75 1@49.88 t chord panels: (in) Ep=76.63 8@120.00 1826.38 1@98.25 Ep=76.63 60.000 in Deep 1233.875 in Design length 1438 # Minimum Shear 58.100 in Effective Depth 7710.811 in4 Ix 0.00 in4 Minimum Ix 53.500 in Clear Depth L/2049 Live Defl L/ 531 SJI Defl 561418 in-#Moment 1.000 in Chord gap 4.405 in Camber 3782 # Total weight 27.691 in Centroid Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 250f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103! 1.875 Special Crimped angle Parallel chord Deep longspan ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E nd factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 12827 -9460 8356 4471 0 0 1288 0 Pounds ight end reactions: 1673 -9460 5628 -3954 0 0 9712 0 Pounds p bridging rows: 4 per SJI 7 if deck provides no lateral support. t bridging rows: 6 per SJI 6 starting at first BC panel point. 5 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 26 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan p Chord: 2-L 3.00x375 A = 4.219 Y = 0.887 Fy = 50000 Q = 1.000 idg < 282" Ix= 3.519 Iy= 11.641 Rx = 0.913 Ry = 1.661 Rz = 0.587 lowable tensile stress = 30000 Force 126563 ord shear: V = 10631 P = 35438 fv = 4725 fc = 8400 f = 6322 end fillers, 18 Interior top chord fillers required. nt Panel I Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex F'ez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend !iji Eccen o 6000 0 0 0 30000 0.000 0.000 0.000 0.000 62.00 11540 15536 5001 105.7z 13259 62115 25630 0.191 0.278 0.045 0.323 1 60.00 11540 15536 9859 30000 0.174 0.123 0.197 0.320 0.00 72.63 11316 15233 4869 59.6x 18895 45269 18679 0.187 0.096 0.045 0.141 2 60.00 26690 35438 7655 30000 0.275 0.280 0.153 0.433 1.23 60.00 26690 35438 2567 49.3x 25121 117911 27367 0.262 0.334 0.021 0.355 3 60.00 26690 35438 5810 30000 0.260 0.280 0.116 0.396 0.00 60.00 26690 35438 3243 49.3w 25121 117911 27367 0.276 0.334 0.026 0.361 4 60.00 38165 49783 6304 30000 0.355 0.393 0.126 0.519 1.19 60.00 38165 49783 3062 49.3x 25121 117911 27367 0.363 0.470 0.026 0.495 5 60.00 38165 49783 6172 30000 0.353 0.393 0.123 0.517 0.00 60.00 38165 49783 3110 49.3w 25121 117911 27367 0.364 0.470 0.026 0.496 6 60.00 45839 58403 6207 30000 0.414 0.461 0.124 0.586 1.05 60.00 45839 58403 3097 49.3w 25121 117911 27367 0.424 0.551 0.027 0.578 7 60.00 45839 58403 6198 30000 0.414 0.461 0.124 0.585 0.00 60.00 45839 58403 3101 49.3x 25121 117911 27367 0.424 0.551 0.027 0.578 8 60.00 49712 61299 6200 30000 0.445 0.484 0.124 0.608 1.08 60.00 49712 61299 3100 49.3x 25121 117911 27367 0.455 0.578 0.027 0.605 9 60.00 49712 61299 6200 30000 0.445 0.484 0.124 0.608 0.00 60.00 49712 61299 3100 49.3x 25121 117911 27367 0.455 0.578 0.027 0.605 10 60.00 49785 61299 6199 30000 0.445 0.484 0.124 0.608 1.08 60.00 49785 58469 3099 49.3x 25121 117911 27367 0.455 0.552 0.027 0.578 11 60.00 49785 58469 6202 30000 0.446 0.462 0.124 0.586 0.00 60.00 49785 58469 3103 49.3w 25121 117911 27367 0.455 0.552 0.027 0.578 12 60.00 49785 58469 6192 30000 0.445 0.462 0.124 0.586 1.27 60.00 46058 57098 3089 49.3x 25121 117911 27367 0.426 0.539 0.026 0.565 13 60.00 46058 57098 6231 30000 0.416 0.451 0.125 0.576 0.00 60.00 46058 57098 3143 49.3x 25121 117911 27367 0.427 0.539 0.027 0.566 14 60.00 46058 57098 6083 30000 0.415 0.451 0.122 0.573 1.15 60.00 38531 52719 2940 49.3x 25121 117911 27367 0.363 0.497 0.025 0.522 15 60.00 38531 52719 6637 30000 0.360 0.417 0.133 0.549 0.00 60.00 38531 52719 3697 49.3x 25121 117911 27367 0.378 0.497 0.031 0.529 16 60.00 38531 52719 4569 30000 0.343 0.417 0.091 0.508 1.20 25.38 27477 45131 783 32.4z 27779 659239 153010 0.233 0.385 0.006 0.391 17 60.00 27477 45131 868 30000 0.224 0.357 0.017 0.374 0.00 34.63 27203 44928 1526 44.3z 25996 354059 82177 0.245 0.410 0.012 0.421 17A 60.00 27203 44928 2275 30000 0.234 0.355 0.046 0.401 0.00 27.38 27203 44928 646 35.0z 27431 566431 131469 0.228 0.388 0.005 0.393 17B 60.00 27367 45050 304 30000 0.219 0.356 0.006 0.362 0.00 18.00 27367 45050 445 23.0z 28861 1310117 304080 0.225 0.370 0.003 0.373 18 60.00 27367 45050 2568 30000 0.238 0.356 0.051 0.407 1.16 44.00 11784 19316 2054 36.lx 27269 219255 50889 0.134 0.084 0.018 0.102 19 60.00 11784 19316 3326 30000 0.121 0.153 0.067 0.219 0.00 35.25 11416 19044 1175 28.9w 28217 341615 79289 0.114 0.080 0.010 0.090 19A 60.00 11416 19044 743 30000 0.096 0.150 0.015 0.165 0.00 26.75 11416 19044 510 22.0x 28176 333680 137684 0.100 0.080 0.004 0.084 19B 60.00 11679 19239 4328 30000 0.129 0.152 0.087 0.239 0.00 Seyco Joist Co, Page 4 V2.2.1.2 Jab #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17Page27of 122 stomer: aject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chard Deep langspan p Chord, continued nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# psi psi psi Unity Axial Bend UnitV Eccen 4788 11679 19239 3757 52.4x 24540 104174 42985 0.167 0.093 0.033 0.126 20 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 g end tap chard extension: infarced with 2- 3.00x375 Combined properties: = 8.44 Y = 4.00 Ix 88.78 St = 22.19 Sb = 22.19 pe "B" 0' 1.000 lang. = 93 fb-= 4 tal defi = 0.0000 Live defi = 0.0000 p end tap chard extension: infarced with 2- 3.00x375 Combined properties: = 8.44 Y = 4.00 Ix = 88.78 St = 22.19 Sb = 22.19 pe "E" 0' 8.250 lang. = 1086 fb- = 49 tal defi = 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 28 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 3.00x375 Weld 2.03" Opposite End 3.00x375 Weld 2.49" t Chord: 2-L 3.50x375 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 lowable tensile stress = 30000 Force = 149063 ord shear: V = 12095 P = 26119 fv = 4608 fc = 5257 f = 5305 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen 1 0.00 0 0 0 30000 0.265 0.000 0.000 0.000 0.17 120.00 26119 19528 0 157.2z 6092 28299 9378 0.175 0.645 0.000 0.645 3 0.00 43326 32902 0 30000 0.291 0.221 0.000 0.221 0.10 120.00 43326 32902 0 100.6x 14320 28299 9378 0.291 0.462 0.000 0.462 5 0.00 54809 42477 0 30000 0.368 0.285 0.000 0.285 0.25 120.00 54809 42477 0 100.6x 14320 28299 9378 0.368 0.597 0.000 0.597 7 0.00 60567 48250 0 30000 0.406 0.324 0.000 0.324 0.29 120.00 60567 48250 0 100.6x 14320 28299 9378 0.406 0.678 0.000 0.678 9 0.00 60599 50224 0 30000 0.407 0.337 0.000 0.337 0.27 120.00 60599 50224 0 100.6x 14320 28299 9378 0.407 0.706 0.000 0.706 11 0.00 60599 50224 0 30000 0.407 0.337 0.000 0.337 0.58 120.00 58008 48397 0 100.6x 14320 28299 9378 0.389 0.680 0.000 0.680 13 0.00 58008 48397 0 30000 0.389 0.325 0.000 0.325 0.30 120.00 55335 42770 0 100.6x 14320 28299 9378 0.371 0.601 0.000 0.601 15 0.00 55335 42770 0 30000 0.371 0.287 0.000 0.287 0.15 120.00 49250 33342 0 100.6x 14320 28299 9378 0.330 0.469 0.000 0.469 17 0.00 49250 33342 0 30000 0.330 0.224 0.000 0.224 0.32 26.38 41094 21929 0 34.6z 27492 585793 194132 0.276 0.161 0.000 0.161 18 0.00 41094 21929 0 30000 0.276 0.147 0.000 0.147 0.00 98.25 34346 21929 0 82.3x 18274 42215 13990 0.230 0.242 0.000 0.242 19 0.00 0 0 0 30000 0.334 0.000 0.000 0.000 0.52 ation Web Slope -Li Ti 52.10 -Li Vi 12.26 -Li Cl 45.92 -L3 T2 45.92 -L3 V2 0.00 -L3 C2 45.92 -L5 T3 45.92 -L5 V2 0.00 -L5 C3 45.92 -L7 T4 45.92 -L7 V3 0.00 -L7 C4 45.92 -L9 T5 45.92 -L9 V3 0,00 -L9 C5 45.92 -Lii C6 45.92 -Lii V3 0.00 -Lii T6 45.92 -L13 C7 45.92 -L13 V3 0.00 -L13 T7 45.92 -1,15 C8 45.92 -1,15 V3 0.00 -L15 T8 45.92 -L17 C9 45.92 -L17 Va 30.79 A-L17 VS 0.00 B-L17 V6 25.23 -L17 C10 37.99 -L18 V7 18.11 -L19 Cli 53.75 -L19 V8 31.25 A-L19 VS 0.00 B-L19 V9 24.72 -L19 T9 52.10 Seyco Joist Co, Page 6 V2.2.1.2 JA #S708-17 - By RG 10:44 Entered 09/29 /17 Revised 12/05/17 Page 29 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan Weld Thick x Length .19x4.9 14x0.7 .16x3. 3 13x3.9 15x0.6 13x3. 0 i4x3. 4 15x0 .7 19x1 .4 15x2.9 .19X0. 5 13x1 .5 11x2 .9 19x0.6 ilxl .0 llxl .2 19x0 .5 17x1 .9 19x1 .4 19x0 .5 15x2 . 9 .13x3. 1 19x0 .5 14x3 .4 16x3 .2 i4xl .4 13x0 .7 13x1 .5 14x2 .1 14x2 .9 19x4 .1 13x1 .5 13x0.6 iixi .5 19x5.9 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 94.58 2-L 2.50x188 1.809 0.495z 12095 19689 54279 59.46 1-L 1.75x143 0.480 0.346z 1032 1056 14402 83.52 2-L 2.00x156 1.199 0.396z 7952 11432 35980 83.52 2-L 2.00x125 0.969 0.398z 9188 13208 29063 58.10 1-L 1.50x155 0.441 0,295z 920 920 13229 83.52 2-L 2.00x125 0.969 0.398z 6015 8647 29063 83.52 2-L 1.75x143 0.960 0.346z 6562 9433 28803 58.10 1-L 1.50x155 0.441 0.295z 920 920 13229 83.52 2-L 1.50x188 1.057 0.293z 4175 6002 31719 83.52 2-L 1,50x155 0.882 0,295z 4529 6511 26459 58.10 1-L 1,50x188 0.529 0,293z 920 920 15860 83.52 2-L 1.50x125 0.719 0.296z 2335 3357 21563 83.52 2-L 1.50x109 0.630 0.297z 3024 4347 18907 58.10 1-L 1,50x188 0.529 0,293z 920 920 15860 83.52 2-L 1.50x109 0.630 0.297z 1731 2489 18907 83.52 2-L 1,50x109 0.630 0,297z 1518 2182 18907 58.10 1-L 1.50x188 0.529 0,293z 920 920 15860 83.52 1-L 2,00x166 0.636 0,395z 4056 5830 19093 83.52 2-L 1,50x188 1.057 0.293z 2265 3255 31719 58.10 1-L 1.50x188 0.529 0.293z 920 920 15860 83.52 2-L 1,50x155 0.882 0.295z 6682 9605 26459 8352 2-L 2.00x125 0.969 0.398z 4105 5900 29063 58.10 1-L 1,50x188 0.529 0.293z 920 920 15860 83.52 2-L 1,75x143 0.960 0.346z 9307 13380 28803 83.52 2-L 2.00x156 1.199 0.396z 5679 8164 35980 67.63 1-L 1,50x137 0.392 0.296z 3660 4261 11767 58.10 1-L 1.50x125 0.359 0.296z 475 475 10781 64.23 1-L 1.50x125 0.359 0.296z 3743 4138 10781 73.72 2-L 1.75x143 0.960 0.346z 5252 6664 28803 61.13 i-L 1.50x137 0.392 0,296z 11100 11678 11767 98.27 2-L 2,50x188 1.809 0.495z 7438 12579 54279 67.96 1-L 1.50x125 0.359 0.296z 3551 4153 10781 58.10 1-L 1.50x125 0.359 0,296z 475 475 10781 63.96 1-L 1.50x109 0.315 0.297z 3577 3938 9454 94.58 2-L 3.00x188 2.185 0.596z 14978 24382 65559 Compressive Shear Force Allow lbs lbs lbs 8984 14625 27015 2991 3061 4108 10631 15283 15700 6935 9970 12369 2952 2952 3037 7875 11320 12369 5095 7325 9910 3023 3023 3037 5282 7594 7857 3255 4680 6612 3066 3066 3608 3777 5429 5446 1415 2035 4806 3081 3081 3608 2271 3264 4806 2743 3943 4806 3067 3067 3608 1345 1933 3811 5369 7718 7857 3060 3060 3608 3185 4578 6612 7995 11492 12369 3038 3038 3608 5025 7223 9910 10263 14753 15700 1198 1394 2005 2441 2441 2501 1158 1280 2046 6962 8834 12432 0 0 2455 13659 23101 25727 1152 1347 1828 2312 2312 2501 1141 1256 1821 9093 14801 37305 Available Meld (in) Top/Bottm 7.7/ 9.3 3.7/ 3.8 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 73/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3.5 4.7/ 5.2 7.3/ 8.7 3,5/ 3.5 7.3/ 8.7 7.3/ 8.7 3.5/ 3,5 7.3/ 8.7 7.3/ 8.7 3.7/ 4.0 3.5/ 3.5 3.6/ 3.8 6.8/ 8.1 3.5/ 3.7 7.7/ 9,4 3.7/ 4.0 3.5/ 3.5 3.6/ 3.8 7.5/ 9.2 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 30 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5' 4.625 76.625 pp 6.375 8.000 Y E 0' 8.250 2 5' 4.625 76.625 iform Live load 112 #/ft full length iform NtUp load -184 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 83'6 1317 SJI -2000 0 1 0 o ,o 83'6 1317 Dead, Live 2000 5'2 836 1317 +/-W -4000 o,o 88'8 13173 SJI -2000 o,o 88'8 13173 Dead, Live 2000 16 88'8 13173 +/-W -8000 o ,o 901 2 1318 SJI -5000 o ,o 901 2 U18 Dead -3000 o ,o 90'2 1318 Live 3000 3'8 90'2 1318 +/-W -4000 o ,o 931 10 1319 SJI -2000 o ,o 93'10 1319 Dead, Live 2000 5'2 93'10 1319 +/-W -4000 o , 991 0 1319B SJI -2000 o ,o 99'0 1319B Dead, Live 2000 41 1-7/8 99'0 1319B +/-W BC conc loads: Load Spacing Location Point Type 10000 88 1 7 14'67/8 88'7 L18 SJI, Dead e bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1233.875 in Design length 1438 # Minimum Shear 58.100 in Effective Depth 7711 in4 Ix 0 in4 Minimum Ix 53.500 in Clear Depth L/2049 Live Defl L/ 531 SJI Defl 561418 in-#Moment 1.000 in Chord gap 4.405 in Camber 20.000 in Interior Panel 62.000 in Left end 47.875 in Right end 10 Web Vees 12827 # SJI reaction 1673 # SJI reaction 3782 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl Seyco Joist Co, Page 2 V2.2.1.2 Jo'b #S708-17 - By RG 10:44 Entered 09/29/17 Revised 12/05/17 Page 31 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 1 - 60DLH248/112/-184 x 103' 1.875 Special Crimped angle Parallel chord Deep longspan p Chord: 2-L 3.00x375 A = 4.219 Y = 0.887 Fy = 50000 Q = 1.000 idg < 282" Ix= 3.519 Iy= 11.641 Rx = 0.913 Ry = 1.661 Rz = 0.587 Center: L = 60.000 P = -61299 Pnx/n=-105980 M = 3100 18 Fillers g end pani: L = 62.000 P = -15536 Pnx/= -55936 M = 5001 Filler Reqd irst point: P = -15536 Pn/Q =-126563 M = 9859 p end pani: L = 47.875 P = -19239 Pnx/Q= 103528 M = 3757 Filler Reqd Last point: P = -19239 Pn/Q =-113906 M = 4328 hord shear: V = 10631 C = 35438 fv = 4725 fc = 8400 f = 6322 aring seats: Tag End 3.00x375 Weld 2.03" Opposite End 3.00x375 Weld 2.49" t Chord: 2-L 3.50x375 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 =120.000 P = 60599 Pn/Q = 149063 hord shear: V = 12095 T = 26119 fv = 4608 ft = 5257 f = 5305 Web Angl Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 52.1 94.6 12095 19689 2L 2.50x188 1.809 0.778x 54279 4.9 7.7/ 9.3 V 1 12.3 59.5 -2991 -3061 lL 1.75x143 0.480 0.346z -4108 0.7 3.7/ 3.8 C 1 45.9 83.5-10631 -15283 2L 2.00x156 1.199 0.622x -15700 3.3 7.3/ 8.7 T 2 45.9 83.5 9188 13208 2L 2.00x125 0.969 0.626x 29063 3.9 7.3/ 8.7 V 2 0.0 58.1 -2952 -2952.1L 1.50x155 0.441 0.295z -3037 0.6 3.5/ 3.5 C 2 45.9 83.5 -7875 -11320 2L 2.00x125 0.969 0.626x -12369 3.0 7.3/ 8.7 T 3 45.9 83.5 6562 9433 2L 1.75x143 0.960 0.543x 28803 3.4 7.3/ 8.7 V 3 0.0 58.1 -3023 -3023 lL 1.50x155 0.441 0.295z -3037 0.7 3.5/ 3.5 C 3 45.9 83.5 -5282 -7594 2L 1.50x188 1.057 0.457x -7857 1.4 7.3/ 8.7 T 4 45.9 83.5 4529 6511 2L 1.50x155 0.882 0.461x 26459 2.9 7.3/ 8.7 V 4 0.0 58.1 -3066 -3066 lL 1.50x188 0.529 0.293z -3608 0.5 3.5/ 3.5 C 4 45.9 83.5 -3777 -5429 2L 1.50x125 0.719 0.465x -5446 1.5 7.3/ 8.7 T 5 45.9 83.5 3024 4347 2L 1.50x109 0.630 0.467x 18907 2.9 7.3/ 8.7 V 5 0.0 58.1 -3081 -3081 1L 1.50x188 0.529 0.293z -3608 0.6 3.5/ 3.5 C 5 45.9 83.5 -2271 -3264 2L 1.50x109 0.630 0.467x -4806 1.0 7.3/ 8.7 t Uplift: Top Chord Center: P = 49712 Pn/a = 126563 Bot Chord Center: P = -50224 Pnx/Q= -598228 Fillers end Web Diagonal: P = -14625 Pnx/Q= -27015 Job #S708-17 Seyco Joist Co, Sheet of ASAT 12 COLD STORAGE Shop Order V2.2.1.2 12/ ark J3 - 60DLH248/112/184 X 103'17/8 Quantity Material Length ord gap = 1 (2) 2 TC JL 3.00x375 103'11-1/8 mber = 4-3/8 (2) 2 BC JL 3.50x375 921 4-5/8 mt Gray (2) 2 TB ii 3.00x375 0'7 idging. Top. 4 SJI, 7 SSR ttom: 6 SJI, 6 lstPp, 5 Spaced (2) 2 OB JL 3.00x375 1 2-5/8 82# Each (1) 1 A j 2.00x166 6'9-1/2 ngth Hole-to-Hole = 102'6-3/4 (1) 1 B Li 1.75x143 4'11-5/8 (5) 5 C tj 1.50x188 4'11-1/(2) 2 U ii 1.50x125 6'10-1/8 (2) 2 D U 1.50x155 4'11-1/(6) 6 V IL 1.50x109 6'10-1/8 (1) 1 E U 1.50x137 51 7 (2) 2 End fillers (1) 1 F U 1.50x137 5'1-1/(18) 18 TC fillers e bridging clip location schedule. (1) 1 G U 1.50x125 5'7-1/4(8) 8 BC fillers 1 H U 1.50x125 5'3-7/8 2 I U 1.50x125 41 11-1/2 1 J U 1.50x109 5'3-5/8 2 K 11 3.00x188 7'8-7/8 (2) 2 L IL 2.50x188 71 11 (2) 2 M IL 2.50x188 71 9-5/8 (2) 2 N IL 2.00x156 6'9-5/8 (2) 2 0 ii 2.00x156 6'9-1/8 (6) 6 p JL 2.00x125 6'9-5/8 (4) 4 Q JL 1.75x143 6'9-7/8 (2) 2 R IL 1.75x143 5'113/4 (4) 4 S 1.50x188 6'10-1/8 (4) 4 T 1.50x155 6'10-1/8 g End Bearing: Opposite End Bearin Long + 0'l type E TCX = 0'7 6-3/8 Long + 0'8-1/4 type E TCX = 1'2-5 Deep 8 De ld 2 bottom angle back 5'5-5/8(BCx) Hold 2 bottom angle back 6'0-7/8(BC 13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 12-7/8, 8-1 3 103'0-7/ 11'5-5/8 21'5-5/8 31'5-5/8 41'5-5/8 51'5-5/8 61'5-5/8 71'5-5/8 81 5-5,86'5-5/90'3 96'10-1/4 S'S 16' -5/8 26'S-S/S 36' -5/8 46 5-5/8 56' -5/8 66'S-S/S 76'S-S/S 53'7 SS' 93'11 99'1 ;A:1 T* T:A:: ;:1I 103 1-1 5 1 4 4 3 42 3 2 31 2 2 23 4 4 4 3 S 6'-5/8 26'5-5/8 46'5-5/8 66'5-5/8 56'S-S/IS 96'lO-fl/4 5-5/8 16'5-5/8 36'5-5/8 56'5-5/8 76'5-5/8 55'8 97'10-1 Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 33 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0' 1.000 2 5' 4.625 76.625 pp 6.000 8.000 Y E 1' 4.000 2 4' 5.500 65.500 iform Live load 112 #/ft full length iform NtUp load -177 #/ft full length iform SJI load 248 4t/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 94 1 7 94 1 7 U19 SJI -2000 0 1 0 0'o 94 1 7 U19 Dead, Live 2000 4'6 94 1 7 U19 +/-w -4000 o,o 991 1 U19A SJI -2000 o , 991 1 U19A Dead, Live 2000 0'll-1/2 991 1 U19A +/-w BC conc loads: Load Spacing Location Point Type 10000 14 1 2-1/2 851 10 L17 SJI, Dead p chord panels: (in) 1@56.00 1@68.38 14860.00 1@65.63 2852.50 1854.00 1811.50 t chord panels: (in) Ep=76.63 18107.75 68120.00 1@125.63 18105.00 Ep=65.50 60.000 in Deep 1196.500 in Design length 3341 # Minimum Shear 57.279 in Effective Depthl0663.631 1n4 Ix 0.00 in4 Minimum Ix 50.500 in Clear Depth L/1568 Live Defl L/ 510 SJI Defl 799440 in-#Moment 1.000 in Chord gap 4.143 in Camber 7042 # Total weight 45.242 in Centroid Seyco Joist Co, Page 2 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 34 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan ading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E nd factors: 1.00 0 . 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 1.00 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 1.00 0 0 0 0.60 0 0 1.00 0 0 0 0 0.60 0 0.60 0 -1.00 0 0 0 1.00 0 0.60 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips Left end reactions: 15028 -8824 9566 5462 0 0 122 0 Pounds ight end reactions: 14700 -8824 12994 1706 0 0 3878 0 Pounds p bridging rows: 2 per SJI 6 if deck provides no lateral support. t bridging rows: 6 per SJI 6 starting at first BC panel point. 5 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 350f 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan p Chord: 2-L 6.00x625 A = 14.219 Y = 1.730 Fy = 50000 Q = 1.000 idg < 492" Ix= 48.315 Iy=119.029 Rx = 1.843 Ry = 2.893 Rz = 1.178 lowable tensile stress = 30000 Force = 426563 ord shear: V = 13052 P = 293599 fv = 1740 fc = 20649 f = 10470 end fillers, 0 Interior top chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-# _______ psi psi psi Unity Axial Bend Unity Eccen o 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 54.00 10978 277507 3510 45.8z 25730 333530 136285 0.036 0.759 0.004 0.763 1 60.00 10978 277507 8046 30000 0.035 0.651 0.024 0.674 0.00 68.38 10653 277229 4428 43.5z 23453 208031 85004 0.038 0.831 0.005 0.837 2 60.00 23813 293599 7254 30000 0.064 0.688 0.021 0.710 1.98 60.00 23813 293599 2714 38.2z 26966 480283 110391 0.064 0.766 0.003 0.769 3 60.00 23813 293599 5918 30000 0.063 0.688 0.017 0.706 0.00 60.00 23813 293599 3203 38.2z 26966 480283 110391 0.065 0.766 0.004 0.769 4 60.00 34810 308044 6276 30000 0.089 0.722 0.018 0.741 1.71 60.00 34810 308044 3072 38.2z 26966 480283 110391 0.091 0.803 0.003 0.807 5 60.00 34810 308044 6180 30000 0.089 0.722 0.018 0.740 0.00 60.00 34810 308044 3107 38.2z 26966 480283 110391 0.091 0.803 0.003 0.807 6 60.00 42099 318627 6205 30000 0.106 0.747 0.018 0.765 2.07 60.00 42099 318627 3098 38.2z 26966 480283 110391 0.108 0.831 0.003 0.834 7 60.00 42099 318627 6199 30000 0.106 0.747 0.018 0.765 0.00 60.00 42099 318627 3101 38.2z 26966 480283 110391 0.108 0.831 0.003 0.834 8 60.00 45680 325348 6200 30000 0.114 0.763 0.018 0.781 1.95 60.00 45680 325348 3100 38.2z 26966 480283 110391 0.116 0.849 0.003 0.852 9 60.00 45680 325348 6200 30000 0.114 0.763 0.018 0.781 0.00 60.00 45680 325348 3100 38.2z 26966 480283 110391 0.116 0.849 0.003 0.852 10 60.00 45680 328206 6200 30000 0.114 0.769 0.018 0.788 1.66 60.00 45552 328206 3100 38.2z 26966 480283 110391 0.116 0.856 0.003 0.859 11 60.00 45552 328206 6199 30000 0.114 0.769 0.018 0.788 0.00 60.00 45552 328206 3098 38.2z 26966 480283 110391 0.116 0.856 0.003 0.859 12 60.00 45552 328206 6205 30000 0.114 0.769 0.018 0.788 1.97 60.00 41717 327202 3107 38.2z 26966 480283 110391 0.107 0.853 0.003 0.857 13 60.00 41717 327202 6182 30000 0.105 0.767 0.018 0.785 0.00 60.00 41717 327202 3075 38.2z 26966 480283 110391 0.107 0.853 0.003 0.857 14 60.00 41717 327202 6269 30000 0.105 0.767 0.018 0.786 2.02 60.00 34173 322336 3194 38.2z 26966 480283 110391 0.090 0.841 0.004 0.844 15 60.00 34173 322336 5944 30000 0.087 0.756 0.018 0.773 0.00 60.00 34173 322336 2750 38.2z 26966 480283 110391 0.088 0.841 0.003 0.844 16 60.00 34173 322336 7157 30000 0.089 0.756 0.021 0.777 1.64 65.63 22303 313104 4336 41.8z 26407 401478 92278 0.065 0.834 0.005 0.839 17 60.00 22303 313104 6422 30000 0.060 0.734 0.019 0.753 0.00 52.50 22303 313104 1805 33.4z 27648 627309 144184 0.058 0.796 0.002 0.798 18 60.00 22303 313104 4209 30000 0.057 0.734 0.012 0.746 2.13 52.50 9263 281792 2405 33.4z 27648 627309 144184 0.029 0.717 0.003 0.719 19 60.00 9263 281792 5222 30000 0.028 0.661 0.015 0.676 0.00 54.00 9263 281792 2812 34.4z 25730 333530 136285 0.030 0.770 0.003 0.773 19A 60.00 9705 281792 4220 30000 0.028 0.661 0.012 0.673 0.00 9.50 9705 280075 1340 5.2x 2994210776444 4403396 0.027 0.658 0.001 0.659 20 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 36 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLR248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan p Chord, continued .... g end top chord extension: inforced with 2- 6.00x625 Combined properties: = 28.44 Y = 4.00 Ix = 243.16 St = 60.79 Sb = 60.79 pe "E" 0' 1.000 long. = 93 fb-= 2 tal defl = 0.0000 Live defl = 0.0000 p end top chord extension: inforced with 2- 6.00x625 Combined properties: = 28.44 Y = 4.00 Ix = 243.16 St = 60.79 Sb = 60.79 pe "E" 1' 4.000 long. = 3348 fb- = 55 tal defl = 0.0000 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.2 Jdb #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/17 Page 37 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan aring seats: Tag End 6.00x625 Weld 28.49" Opposite End 6.00x625 Weld 28.51" t Chord: 2-L 3.50x313 A = 4.186 Y = 0.991 Fy = 50000 Q = 0.987 Ix= 4.904 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 lowable tensile stress = 30000 Force = 125582 ord shear: V = 14377 P = 29077 fv = 6562 fc = 6946 f = 7424 Bottom chord fillers required. nt Panel Tension Comp. Local Allow Tens- Compression-Bending Length Height Force Force Bend kl/r Stress F'ex Fez Bend Interaction - in in lbs lbs in-# psi psi psi Unity Axial Bend Unity Eccen 1 0.00 0 0 0 30000 0.371 0.000 0.000 0.000 0.03 107.75 29077 16924 0 140.6z 7623 35659 11734 0.232 0.530 0.000 0.530 3 0.00 51707 29775 0 30000 0.412 0.237 0.000 0.237 0.19 120.00 51707 29775 0 99.8x 14433 28750 9461 0.412 0.493 0.000 0.493 5 0.00 68511 38918 0 30000 0.546 0.310 0.000 0.310 0.24 120.00 68511 38918 0 99.8x 14433 28750 9461 0.546 0.644 0.000 0.644 7 0.00 79488 44353 0 30000 0.633 0.353 0.000 0.353 0.61 120.00 79488 44353 0 99.8x 14433 28750 9461 0.633 0.734 0.000 0.734 9 0.00 84640 46080 0 30000 0.674 0.367 0.000 0.367 0.62 120.00 84640 46080 0 99.8x 14433 28750 9461 0.674 0.763 0.000 0.763 11 0.00 84640 46080 0 30000 0.674 0.367 0.000 0.367 0.62 120.00 83966 44098 0 99.8x 14433 28750 9461 0.669 0.730 0.000 0.730 13 0.00 83966 44098 0 30000 0.669 0.351 0.000 0.351 0.60 120.00 77466 38408 0 99.8x 14433 28750 9461 0.617 0.636 0.000 0.636 15 0.00 77466 38408 0 30000 0.617 0.306 0.000 0.306 0.29 125.63 65140 29011 0 104.5x 13472 26233 8633 0.519 0.514 0.000 0.514 17 0.00 65140 29011 0 30000 0.594 0.231 0.000 0.231 0.19 105.00 38592 16138 0 137.Oz 8028 37551 12357 0.307 0.480 0.000 0.480 19 0,00 0 0 0 30000 0.527 0.000 0.000 0.000 0.03 56'L7 111 61')- lg'g(' ('A 61"I-Y 000 (A 61')- 101)' 63 611- 1017 011 LI'I- 000 1A LIT- 8887 83 LI')- gg'9(' 61 51')- 000 1A Sri- gg'97 L3 SI")- gg' 8 g- 000 1A gr'i- gg'97 93 gTl- gg'97 LI 110- 00,0 1A 11')- gg'9)' 91 iF')- gg' c3 61- 000 lI\ 6`1- Cc 9P St 61- '9)' to LI- 000 1A LI- gg'98 71 LI- gg'g)' g3 5")- 00'0 ZA 5")- gg'9)' £1 S'I- gg'9) Z3 g"j- 000 ZA g'T- '9) 11 ri- Z8 , 6z 13 1')- 0861 IA l'I- 6710 11 I'I- UOT')2 8' t,XS1' 6' IX8I V ' 1X71 O 5X61 O IX)') O gx' a lX6t O 'IX)') 6' iX)1 6' ixll' O 'TXPI 0' lxii' L ' IX)'1 O ' TXPT 6' ZXII' lxii' 0' iX7i L' IX)'') g' 1X61 0' Ixti IXOl' O ' gxgl' 0' Ix)' I' a' lX61' l'gx9I' 0' IXt 1' O ' t,X),1' L 'gx9' O ' 1X)I 8' )'X5l' qbUa x (3Tq,L PTM 16 /9 ST 05 /9')' 'g /'g 98 /571 98 /871 8 lag 16 laSt 68 /151 8 lag 68 /151 1'S IL')' 8 lag 68 Il'S') 6')' /7')' ag /ag 68 /Z'S') 68 /Z'S') ag lag 6')' /7')' 6'a /151 8 /ag 1'S /L'v 68 /151 8 lag 68 /151 68 /151 8 lag 68 /151 8'a /081 1')' /08 96 /691 Ui')')O/dOJ (UT) p')a7( aTqeTTeAV 5960)' OLOg1 ('5L8 669C 1081 180? 96L1 ILSZ ILSZ l86l 98181 6aL0l L8g1I 7116 91L9 1898 llC)' llg)' 6t'7CI 6g511 9718 596L L1L 816)' 189)' 98g)' 98g)' L800I 8708 LOSS 8167 ('LOt' asig 1898 01)')' 0187 1L8)' aat' ipgg ggll 1101 aast 189)' 51)')' 517)' ?L8)' 61)' 96? 1L87 agat' TPEE 1897 107)' 1077 gglz 7g81 L9z1 596L aDL 8LOS 1897 99gt, 89g)' t'L9)' 86g8 Lgog 18811 85111 lOLL 189)' olga stg 596L 1969 L087 g9851 L96)'1 oggot 189)' 171)' 171)' L)'OOT ('106 LLS9 ggai £6691 lSOI L8')S 19)' got)' 89a9g agagi 9188 q't sq' sq xO')y ao2oa leaTAS AT 2 222ciW03 OSZIL 0667? 8L91 21670 SLg'l 0SlX0S'? 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LO'76 sq —6q—T—sq 177 lU') leqw8w UT MOTIY 2320J 222q5 P a.T\j 4'0bUJ a')T$U2J, udbuoi daac p1043 TOIIP1 d eTbu pdwT13 T'2T3edS OOG0 OOI X LLI-/TT/8 H"IU09 - I GSV U0Tipe q3,f SUOT3,P3TT3SdS flTSuI ST0f, lod pubT VD 'UVSTiV3 3DYOJS Q'103 I LVSVIA :DE0 19w0S zz4O9Ee6edLI/o/I pesie LI/6/60 peiu 09: OT - LT-90LS# qf' 'IA 9 Gbled , '03 4ST0f 03A3S Seyco Joist Co, Page 1 V2.2.1.2 Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05/l7 Page 39of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100' 0.500 Special Crimped angle Parallel chord Deep longspan nd Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L ag 6.000 8.000 Y E 0! 1.000 2 5' 4.625 76.625 pp 6.000 8.000 Y E 1' 4.000 2 4' 5.500 65.500 iform Live load 112 #/ft full length iform NtUp load -177 #/ft full length iform SJI load 248 #/ft full length iform Dead load 136 #/ft full length I 1500# AddLoad on Top chord at panel points. ad 1500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type -4000 94 1 7 0'O 9417 U19 SJI -2000 0'O 4' U19 Dead, Live 2000 4'6 94 1 7 U19 +/-W -4000 o,o 99'1 U19A SJI -2000 0'O 991 1 U19A Dead, Live 2000 0'111/2 991 1 U19A +/-W BC conc loads: Load Spacing Location Point Type 10000 14 1 21/2 85'10 L17 SJI, Dead end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips ight TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 151.0 Kips 60.000 in 'Deep 1196.500 in Design length 3341 # Minimum Shear 57.279 in Effective Depth 10664 1n4 Ix 0 in4 Minimum Ix 50.500 in Clear Depth L/1568 Live Defl L/ 510 SJI Defl 799440 in-#Moment 1.000 in Chord gap 4.143 in Camber 20.000 in Interior Panel 54.000 in Left end 9.500 in Right end 10 Web Vees 15028 # SJI reaction 14700 # SJI reaction 7042 # Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defl p Chord: 2-L 6.00x625 idg < 492" Ix= 48.315 Center: L = 60.000 g end panl: L = 54.000 irst point: p end panl: L = 9.500 Last point: hord shear: V = 13052 aring seats: Tag End Opposite End t Chord: 2-L 3.50x313 Ix= 4.904 Center: L =120.000 hard shear: V = 14377 A = 14.219 Y = 1.730 Fy = 50000 Q = 1.000 Iy=119.029 Rx = 1.843 Ry = 2.893 Rz = 1.178 P =-328206 Pnz/Q=-383417 M = 3100 No Fillers P =-277507 Pnx/o=-365842 M = 3510 Filler Reqd P =-277507 Pn/ =-426563 M = 8046 P =-280075 Pnx/Q= 425735 M = 1340 Filler Reqd P =-281792 Pn/ =-383906 M = 4220 C = 293599 fv = 1740 fc = 20649 f = 10470 6.00x625 Weld 28.49" 6.00x625 Weld 28.51" A = 4.186 Y = 0.991 Fy = 50000 Q = 0.987 Iy= 14.205 Rx = 1.082 Ry = 1.842 Rz = 0.690 P = 84640 Pn/Q = 125582 T = 29077 fv = 6562 ft = 6946 f = 7424 Seyco Joist Co, Page 2 V2.2.1.2 * Job #S708-17 - By RG 10:50 Entered 09/29/17 Revised 12/05 /17 Page 40 of 122 stomer: oject: VIASAT 12 COLD STORAGE CARLSBAD, CA signed per Steel Joist Institute Standard Specifications 44th edition ASD. 4 1 - 60DLH248/112/-177 x 100 0.500 Special Crimped angle Parallel chord Deep longspan Web Angl Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 52.5 94.1 14377 23611 2L 2.50x250 2.375 0.769x 71250 4.8 16.9/ 9.6 V 1 19.8 60.9 -4103 -4361 lL 2.00x143 0.552 0.396z -5187 1.0 4.0/ 4.2 C 1 39.8 74.6-13052 -16993 2L 2.00x156 1.199 0.622x -18323 3.7 14.0/ 8.4 T 2 46.3 83.0 11650 16872 2L 1.75x143 0.960 0.543x 28803 4.0 15.2/ 8.9 V 2 0.0 57.3 -4242 -4242 1L 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 2 46.3 83.0-10335 -14967 2L 2.00x156 1.199 0.622x -15863 3.2 15.2/ 8.9 T 3 46.3 83.0 9020 13063 2L 1.50x188 1.057 0.457x 31719 2.8 15.2/ 8.9 V 3 0.0 57.3 -4315 -4315 1L 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 3 46.3 83.0 -7705 -11158 2L 2.00x125 0.969 0.626x -12482 3.0 15.2/ 8.9 T 4 46.3 83.0 6389 9253 1L 2.00x205 0.778 0.393z 23339 1.9 4.7/ 5.2 V 4 0.0 57.3 -4368 -4368 lL 1.75x143 0.480 0.346z -4682 1.0 3.8/ 3.8 C 4 46.3 83.0 -5074 -7348 2L 1.50x188 1.057 0.457x -7965 1.3 15.2/ 8.9 T 5 46.3 83.0 3836 5555 1L 1.75x143 0.480 0.346z 14402 1.7 4.4/ 4.9 V 5 0.0 57.3 -4401 -4401 1L 1.75x143 0.480 0.346z -46821.0 3.8/ 3.8 C 5 46.3 83.0 -3341 -4838 2L 1.50x109 0.630 0.467x -4872 1.5 15.2/ 8.9 t Uplift: Top Chord Center: P = 45552 Pn/Q = 426563 Bot Chord Center: P = -46080 Pnx/n= -510527 Fillers end Web Diagonal: P = -13838 Pnx/= -36468 Job #S708-17 Seyco Joist Co, Sheet of ASAT 12 COLD STORAGE Shop Order V2.2.1.2 12/ ark J4 - 60DLH248/112/177 X 100'01/2 Quantity Material Length ord gap = 1 (2) 2 TC IL 6.00x625 101'5-l/2 mber = 4-1/8 (2) 2 BC IL 3.50x313 901 2-3/8 mt Gray (2) 01 7 2 TB 11 6.00x625 idging: Top: 2 SJI, 6 SSR ttom: 6 SJI, 6 lstPP, 5 Spaced (2) 2 OB IL 6.00x625 1 1 10 42# Each (1) 1 A j 2.00x217 6'9-3/8 ngth Hole-to-Hole = 99'11-3/4 (1) 1 B u 2.00x205 6'9-3/8 (1) 1 C Ij 2.00x143 6'5-7/8 (1) 1 D U 2.00x143 51 1-1/4 (2) 2 E U 1.75x143 6'9-5/8 (8) 8 F u 1.75x143 4'11-1/2 (1) 1 G j 1.50x137 4'11-1/2 (2) 2 H IL 2.50x250 71 9-1/2 (2) 2 I IL 2.50x250 7'0-1/2 (2) 2 J JL 2.50x188 6'3-3/4 (2) 2 K 11 2.00x156 6'9-3/8 (2) 2 L IL 2.00x156 6'1-1/8 (2) 2 M IL 2.00x143 7'1-1/2 (2) 2 N IL 2.00x125 6'9-3/8 (4) 4 0 11 1.75x143 6'9-5/8 (2) 2 p IL 1.75x143 6'4-1/2 (6) 6 Q JL 1.50x188 6'9-7/8 (6) 6 R IL 1.50x109 6'9-7/8 (2) 2 End fillers (7) 7 BC fillers g End Bearing: Opposite End Bearin Long + 0'l type E TCX = 01 7 6 Long + 1'4 type E TCX = 1' Deep 8 De ld 2 bottom angle back 5'5-5/8(BCX) Hold 2 bottom angle back 5'9-1/2(BC 13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 14-1/4, 3 99'11-1/2 10'5-3/8 20'5-3/8 30'5-3/8 40'5-3/8 50'5-3/8 60'5-3/8 70'5-3/8 80'5-3/8 90'3-1/2 99' 4'9 I 15'5-3/8 1 25'5-3/8 1 35'5-3/8 1 45'5-3/8 1 55'5-3/8 1 65'5-3/8 1 75'5-3/8 I 85'11 1 94'8 1 2] - \\ A F A F A F A l Al Al Al /\ A JtSLl l0' 5-1 H I L 0 1 K Q IN B I Q El R RI E RI A 01 Q M I 4 4 -- 33 2 2 22 -- 3 2 22 2 3 -- 37 5 5 6'-5/8 25'5-3/8 45'5-3/8 65'5-3/8 85'11 95'8 5-5/8 15'5-3/8 35'5-3/8 55'5-3/8 75'5-3/8 94'8 Seyco Joist Co, Page 1 V2.2.1.0 Page 42of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y 5 0' 1.000 2 4'10.625 70.625 Opp 6.000 8.000 Y 5 1' 1.250 2 4 1 10,625 70.625 Uniform Live load 112 4/ft full length Uniform NtUp load -177 4/ft full length Uniform SJI load 248 4/ft full length Uniform Dead load 136 4/ft full length SJI 15004 AddLoad on Top chord at panel points. Dead 1500* AddLoad on Top chord at panel points. BC cone loads: Load Spacing Location Point Type 10000 79 1 5 141 2-1/4 7915 L16 SJI, Dead Top chord panels: (in) 1044.00 1037.63 16060.00 1037.63 1@44.00 Bot chord panels: (in) Ep=70.63 1071.00 60120.00 1091.38 1028.63 1071.00 60.000 in Deep 1119.250 in Design length 4141 4 Minimum Shear 58.247 in Effective Depth 6557.117 1n4 Ix 0.00 in4 Minimum Ix 54.000 in Clear Depth L/1116 Live Defl L/ 358 SJI Defi 4545333 in-#Moment 1.000 in Chord gap 3.625 in Camber 3010 4 Total weight 27.545 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 14569 -8254 9346 5223 0 0 0 0 Pounds Right end reactions: 21562 -8254 16339 5223 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 43 of 122 Job *S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DL}I248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Top bridging rows: 3 per SJI 10 if deck provides no lateral support. Bot bridging rows: 6 per SJI 6 starting at first BC panel point. 4, evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 44 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Top Chord: 2-L 3.00x313 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 Allowable tensile stress = 30000 Force = 106802 Chord shear: V = 13205 P = 31016 fv = 7032 fc = 8712 f = 8272 0 end fillers, 16 Interior top chord fillers required. .Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kllr Stress F'ex Fez Bend Interaction in in lbs lbs in-tt ______ psi psi psi Unity Axial Bend Unity Eccen 0-0 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 9360 16545 3021 71.3z 20609 137816 56317 0.159 0.225 0.030 0.255 U-1 60.00 9360 16545 3072 30000 0.117 0.155 0.072 0.227 0.00 37.63 9092 16169 87 47.9z 22264 171130 70176 0.087 0.204 0.001 0.205 U-2 60.00 17318 31016 4487 30000 0.205 0.290 0.106 0.414 2.09 60.00 17318 31016 3727 48.8x 25201 120053 27596 0.250 0.346 0.034 0.380 U-3 60.00 17318 31016 6659 30000 0.226 0.290 0.157 0.447 0.00 60.00 17318 31016 2932 48.8x 25201 120053 27596 0.231 0.346 0.027 0.373 0-4 60.00 28258 51429 6077 30000 0.323 0.482 0.143 0.625 1.18 60.00 28250 51429 3145 48.8x 25201 120053 27596 0.339 0.573 0.031 0.604 (1-5 60.00 28258 51429 6233 30000 0.324 0.482 0.147 0.628 0.00 60.00 28258 51429 3088 48.8x 25201 120053 27596 0.337 0.573 0.030 0.603 0-6 60.00 35551 66069 6191 30000 0.392 0.619 0.146 0.764 1.37 60.00 35551 66069 3103 48.8x 25201 120053 27596 0.406 0.736 0.032 0.768 U-7 60.00 35551 66069 6202 30000 0.392 0.619 0.146 0.765 0.00 60.00 35551 66069 3099 48.8x 25201 120053 27596 0.406 0.736 0.032 0.768 0-8 60.00 39198 74938 6199 30000 0.426 0.702 0.146 0.848 1.35 60.00 39198 74938 3100 48.8x 25201 120053 27596 0.440 0.835 0.033 0.868 U-9 60.00 39198 74938 6200 30000 0.426 0.702 0.146 0.848 0.00 60.00 39198 74930 3100 48.8x 25201 120053 27596 0.440 0.835 0.033 0.868 0-10 60.00 39198 78035 6200 30000 0.426 0.731 0.146 0.877 1.10 60.00 39198 78035 3100 48.8x 25201 120053 27596 0.440 0.870 0.033 0.903 U-11 60.00 39190 78035 6200 30000 0.426 0.731 0.146 0.877 0.00 60.00 39198 78035 3100 48.0x 25201 120053 27596 0.440 0.870 0.033 0.903 0-12 60.00 39198 78035 6199 30000 0.426 0.731 0.146 0.877 1.10 60.00 35551 75360 3099 48.8x 25201 120053 27596 0.406 0.840 0.033 0.873 0-13 60.00 35551 75360 6202 30000 0.392 0.706 0.146 0.852 0.00 60.00 35551 75360 3103 48.8x 25201 120053 27596 0.406 0.840 0.033 0.873 0-14 60.00 35551 75360 6191 30000 0.392 0.706 0.146 0.851 1.27 60.00 28258 66913 3088 48.8x 25201 120053 27596 0.337 0.746 0.032 0.778 0-15 60.00 20258 66913 6233 30000 0.324 0.627 0.147 0.773 0.00 60.00 28258 66913 3145 48.8x 25201 120053 27596 0.339 0.746 0.032 0.778 0-16 60.00 28258 66913 6077 30000 0.323 0.627 0.143 0.770 1.27 60.00 17318 47986 2932 48.8x 25201 120053 27596 0.231 0.535 0.028 0.563 0-17 60.00 17318 47986 6659 30000 0.226 0.449 0.157 0.606 0.00 60.00 17318 47986 3727 48.8w 25201 120053 27596 0.250 0.535 0.036 0.571 U-18 60.00 17318 47986 4487 30000 0.205 0.449 0.106 0.636 2.43 37.63 9092 24462 87 47.9z 22264 171730 70176 0.087 0.309 0.001 0.309 U-19 60.00 9360 24813 3072 30000 0.117 0.232 0.072 0.305 0.00 42.00 9360 24813 3021 71.3z 20689 137816 56317 0.159 0.337 0.027 0.364 U-20 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 - Page 45 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 931 7.250 Special Crimped angle Parallel chord Deep longspan Top Chord, continued Taq end toy chord extension: Reinforced with 2- 3.00013 Combined properties: A = 7.12 Y = 4.00 Ix = 76.02 St = 19.00 Sb = 19.00 type "E" 0' 1.000 long. 93 fb-= 5 Total defi = 0.0000 Live defi = 0.0000 Opp end too chord extension: Reinforced with 2- 3.00x313 Combined properties: A = 7.12 Y = 4.00 Ix = 76.02 St = 19.00 Sb = 19.00 type "E" 1' 1.250 long. = 2403 fb- = 126 Total defl = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 46 of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Bearing seats: Tag End 3.00x313 Weld 2.81" Opposite End 3.00x313 Weld 4.32" Bot Chord: 2-L 3.00x375 A = 4.219 Y = 0.887 Fy = 50000 Q = 1.000 Ix 3.519 Iy= 11.641 Rx = 0.913 Ry = 1.661 Rz = 0.587 Allowable tensile stress = 30000 Force = 126563 Chord shear: V = 14043 E' = 18645 fv = 6241 fc = 4420 f = 6621 7 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Esex F'ez Bend Interaction in in lbs lbs in-# ______ psi psi psi Unity Axial Bend Unity Eccen 1.-i 0.00 0 0 0 30000 0.331 0.000 0.000 0.000 0.29 71.00 18645 10481 0 108.9z 12602 58476 19544 0.147 0.197 0.000 0.197 L-3 0.00 41944 23244 0 30000 0.366 0.184 0.000 0.184 0.03 120.00 41944 23244 0 118.2x 10772 20471 6842 0.331 0.512 0.000 0.512 1.-5 0.00 59470 32360 0 30000 0.470 0.256 0.000 0.256 0.08 120.00 59470 32360 0 118.2x 10772 20473. 6842 0.470 0.712 0.000 0.712 L-7 0.00 71225 37830 0 30000 0.563 0.299 0.000 0.299 0.43 120.00 71225 37830 0 118.2x 10772 20471 6842 0.563 0.832 0.000 0.832 L-9 0.00 77208 39653 0 30000 0.610 0.313 0.000 0.313 0.46 120.00 77208 39653 0 118.2x 10772 20471 6842 0.610 0.873 0.000 0.873 1.-11 0.00 77419 39653 0 30000 0.612 0.313 0.000 0.313 0.17 120.00 77419 37830 0 118.2x 10772 20471 6842 0.612 0.832 0.000 0.832 L-13 0.00 77419 37830 0 30000 0.612 0.299 0.000 0.299 0.48 120.00 71858 32360 0 118.2x 10772 20471 6842 0.568 0.712 0.000 0.712 L-15 0.00 71858 32360 0 30000 0.568 0.256 0.000 0.256 0.19 91.38 60525 23244 0 140.2z 7666 35305 11800 0.478 0.719 0.000 0.719 L-16 0.00 61769 23244 0 30000 0.488 0.184 0.000 0.184 0.00 28.63 61769 23244 0 43.9z 26055 359751 120238 0.488 0.211 0.000 0.211 L-17 0.00 61769 23244 0 30000 0.563 0.184 0.000 0.184 0.04 71.00 28273 10481 0 70.0x 20975 58476 19544 0.223 0.059 0.000 0.059 L-19 0.00 0 0 0 30000 0.497 0.000 0.000 0.000 0.37 Seyco Joist Co, Page 6 V2.2.1.0 Page 47of 122 Job #S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member 1n2 In lbs lbs lbs lbs lbs lbs Length Top/Bottm UC -1.1 Ti 49.68 90.01 2-1. 2.00x188 1.433 0.394z 14043 21701 42999 7945 12277f2532 .19x3.9 7.8/ 7.8 Ui -Li Vi 24.57 64.04 1-L 1.75x143 0.480 0.346z 587 646 14402 2461 2706 3674 .14x0.6 3.8/ 4.0 02 -Li Cl 10.69 59.28 2-1. l.50x188 1.057 0.293z 7357 7488 31719 13205 13439 15036 .19x2.4 6.6/ 6.6 02 -1.3 T2 45.85 83.62 2-L 1.15x143 0.960 0.346z 12116 17394 28803 6638 9529 9886 .14x4.1 7.5/ 7.5 U) -1.3 V2 0.00 58.25 1-1. l.50x155 0.441 0.295z 885 885 13229 2929 2929 3021 .150.6 3.5/ 3.5 04 -1.3 C2 45.85 83.62 2-1. 2.00x156 1.199 0.396z 5753 8259 35980 10796 15499 15671 .16x3.3 7.5/ 7.5 04 -1.5 T3 45.85 83.62 2-1. 1.50x188 1.057 0.293z 9475 13603 31719 4868 6988 7838 ,19x2.8 7.5/ 7.5 05 -1.5 V3 0.00 58.25 1-1. 1.50x188 0.529 0.2931 885 885 15860 3032 3032 3590 .19x0.5 3.5/ 3.5 06 -1.5 C3 45.85 83.62 2-L 2.00x125 0.969 0.398z 3983 5717 29063 8155 11708 12348 .13x3.2 7.5/ 7.5 J6 -L7 T4 45.85 83.62 1-1. 2.00x205 0.778 0.393z 6834 9812 23339 3098 4447 4599 .20x1.9 4.1/ 5.2 07 -L7 V3 0.00 58.25 1-1. 1.50x188 0.529 0.293z 805 885 15860 3105 3105 3590 .19x0.6 3.5/ 3.5 08 -1.7 C4 45.85 03.62 2-L 1.75x143 0.960 0.346z 2213 3176 28803 5514 7916 9886 .14x1.9 1.5/ 7.5 08 -1.9 T5 45.85 83.62 1-1. 2.00x125 0.484 0.398z 4252 6104 14531 1328 1906 2931 .13x2.0 4.7/ 5.2 09 -1.9 V3 0.00 58.25 1-t. 1.50x188 0.529 0.293z 805 885 15860 3149 3149 3590 .19x0.6 3.5/ 3.5 U10 -L9 CS 45.85 83.62 2-1. 1.50x155 0.882 0.295z 443 635 26459 4141 5946 6596 .15x1.3 7.5/ 7.5 U10 -Lii T6 45.85 83.62 2-1. 1.50x155 0.882 0.295z 4141 5946 26459 0 0 6596 .15x2.9 1.5/ 7.5 011 -Lii V3 0.00 58.25 1-L 1.50x188 0.529 0.293z 885 885 15860 3165 3165 3590 .190.6 3.5/ 3.5 012 -Li1 C6 45.85 83.62 2-L 1.50x155 0.882 0.295z 1187 1704 26459 4141 5946 6596 .15x1.3 7.5/ 7.5 012 -L13 Cl 45.85 83.62 2-L 1.50x155 0.002 0.295r 2212 3176 26459 4141 5946 6596 .15x1.3 7.5/ 7.5 013 -1.13 V3 0.00 58.25 1-1. 1.50x188 0.529 0.293z 885 885 15860 3151 3151 3590 .19x0.6 3.5/ 3.5 014 -1.13 T7 45.85 83.62 i-L 2.00x205 0.718 0.393z 4141 5946 23339 3097 4447 4599 .20x1.9 4.7/ 5.2 014 -1,15 C8 45.85 83.62 2-L 1.50x188 1.057 0.293z 3982 5717 31719 5148 7391 7830 .19x1.3 7.5/ 7.5 015 -L15 V3 0.00 58.25 l-L 1.50x180 0.529 0.293z 885 885 15860 3109 3109 3590 .19x0.6 3.5/ 3.5 iJ16 -1.15 T8 45.85 83.62 2-1. l.50x188 1.057 0.293z 6469 9287 31719 4867 6988 7838 .19x2.8 7.5/ 7.5 U16 -1.16 V4 28.31 66.16 1-1. 1.50455 0.441 0.295z 11100 12608 13229 0 0 2342 .15x2.7 3.6/ 3.9 016 -1.17 C9 45.85 83.62 2-L 2.50x188 1.809 0.495z 5752 8259 54279 18011 25858 30888 .19x4.6 7.4/ 7.4 1)17 -L17 V2 0.00 58.25 1-1. 1.50x155 0.441 0.295z 885 885 13229 3014 3014 3021 .15x0.7 3.5/ 3.5 U18 -1.17 T9 45.85 83.62 2-1. 1.75x143 0.960 0.346z 19252 27640 28803 6637 9529 9886 .14x6.5 7.5/ 7.5 018 -L19 dO 10.69 59.28 2-1. 2.00x156 1.199 0.396z 7357 7408 35980 20278 20637 22914 .16x4.5 7.0/ 7.0 U19 -L19 Vi 24.57 64.04 1-1. 1.75x143 0.480 0.346z 587 646 14402 2499 2748 3674 .14x0.6 3.8/ 4.0 020 -1.19 TlO 49.68 90.01 2-1. 2.00d88 1.433 0.394z 21060 32545 42999 7945 12277 12532 .19x5.8 7.8/ 7.8 Seyco Joist Co, Page 1 V2.2.1.0 Page 48of 122 Job S708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 60DLH248/112/-177 x 93' 7.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 4'10.625 70.625 Opp 6.000 8.000 Y B 1' 1.250 2 4'10.625 70.625 Uniform Live load 112 4/ft full length Uniform NtUp load -177 4/ft full length Uniform SJI load 248 4/ft full length Uniform Dead load 136 4/ft full length SJI 15004 AddLoad on Top chord at panel points. Dead 15004 AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 14 1 21/4 791 5 7915 L16 SJI, Dead end loads: SJI NttJp Dead Live Wind Seis 4-/-W +1-B Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 [Ups Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1119.250 in Design length 4141 4 Minimum Shear 58.247 in Effective Depth 6557 in4 Ix 0 in4 Minimum Ix 54.000 in Clear Depth L/1116 Live Defl L/ 358 SJI Defl 4545333 in-#Moment 1.000 in Chord gap 3.625 in Camber 120.000 in Interior Panel 42.000 in Left end 42.000 in Right end 10 Web Vees 14569 4 SJI reaction 21562 4 SJI reaction 3010 4 Total weight 0.000 in Tag TCX Defl 0.000 in app TCX Defl Top Chord: 2-L 3.00x313 Bridg < 280" Ix= 3.024 Center: L = 60.000 Second: L = 37.625 Tag end panh: L = 42.000 First point: Chord shear: V = 13205 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x375 Ix' 3.519 Center: L =120.000 Chord shear: V = 14043 A = 3.560 Y = 0.865 Iy= 9.659 Rx = 0.922 P = -78035 Pnx/C= -89717 P = -16169 Pnz/= -79262 P = -16545 Pnx/= -73654 P = -16545 Pn/r2 =-106802 C = 31016 fv 7032 3.00x313 Weld 2.81" 3.00x313 Weld 4.32" A = 4.219 Y = 0.887 Iy= 11.641 Rx = 0.913 P = 77419 Pn/n = 126563 T = 18645 fv = 6241 Fy = 50000 0 = 1.000 Ry = 1.647 Rz = 0.589 [4 = 3100 16 Fillers No Fillers [4 = 3021 No Filler [4 = 3072 fc = 8712 f = 8272 Fy = 50000 Q = 1.000 Ry=1661 Rz=0.587 ft = 4420 f = 6621 Seyco Joist Co, Page 2 V2.2.1.0 Page 49of 122 Job tS708-17 - By RG 11:19 Entered 09/29/17 Revised 11/24/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 1 - 60DLH248/112/-177 x 931 7.250 Special Crimped angle Parallel chord Deep longspan Web Angi Lngth Shear Force Member Area R Pn/) Weld T-AvlW-B T 1 49.7 90.0 14043 21701 2L 2.00x188 1.433 0.617x 42999 3.9 7.8/ 7.8 V 1 24.6 64.0 -2461 -2706 1L 1.75x143 0.480 0.346z -3674 0.6 3.8/ 4.0 C 1 10.7 59.3-13205 -13439 2L 1.50x188 1,057 0.457x -15036 2.4 6.6/ 6.6 T 2 45.8 83.6 12116 17394 2L 1.75x143 0.960 0.543x 28803 4.1 7.5/ 7.5 V 2 0.0 58.2 -2929 -2929 1L 1.50x155 0.441 0.295z -3021 0.6 3.5/ 3.5 C 2 45.8 83.6-10796 -15499 2L 2.00x156 1.199 0.622x -15671 3.3 7.5/ 7.5 T 3 45.8 83.6 9475 13603 2L 1.50x188 1.057 0.457x 31719 2.8 7.5/ 7.5 V 3 0.0 58.2 -3032 -3032 1L 1.50x188 0.529 0.293z -3590 0.5 3.5/ 3.5 C 3 45.8 83.6 -8155 -11708 2L 2.00x125 0.969 0.626x -12348 3.2 7.5/ 7.5 T 4 45.8 83.6 6834 9812 1L 2.00x205 0.778 0.393z 23339 1.9 4.7/ 5.2 V 4 0.0 58.2 -3105 -3105 lb 1.50x188 0.529 0.293z -3590 0.6 3.5/ 3.5 C 4 45.8 83.6 -5514 -7916 2L 1.75x143 0.960 0.543x -9886 1.9 7.5/ 7.5 T 5 45.8 83.6 4252 6104 1L 2.00x125 0.484 0.398z 14531 2,0 4.7/ 5.2 V 5 0.0 58.2 -3149 -3149 1L 1.50x188 0.529 0.293z -3590 0.6 3.5/ 3.5 C 5 45.8 83.6 -4141 -5946 2L 1.50x155 0.882 0.461x -6596 1.3 7.5/ 7.5 Net Uplift: Top Chord Center: P = 39198 Pn/0 = 106802 Bot Chord Center: P = -37830 Pnx/= -368097 Fillers end Web Diagonal: P = -12277 Pnx/n= -12532 Job #S708-17 JIASAT 12 COLD STORAGE Nark J5 - 60DLH248/112/-177 x 931 7-1/4 hord gap = 1 amber = 3-9/16 ?aint Gray )ridging: Top: 3 SJI, 10 SSR 30ttom: 6 SJI, 6 ].stPP, 4 Spaced 3010# Each ength Hole-to-Hole = 931 6-1/2 Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC _a.. 3.00x313 941 9-1/2 (2) 2 BC .JL 3.00x375 83'10 (2) 2 TB JL 3.00x313 01 7 (2) 2 OB L 3.00x313 11 71/4 (2) 2 A L.,) 2.00x205 61 9-1/2 (1) 1 B tj 2.00x125 61 91/2 (2) 2 C Li 1.75x143 51 3-3/8 (6) 6 D tJ 1.50x188 41 11-1/2 (1) 1 E U 1.50x155 51 5-1/2 (2) 2 F j 1.50x155 41 11-1/2 (2) 2 G .j. 2.50x188 61 85/8 (4) 4 H j_ 2.00x188 71 5-318 (2) 2 I i. 2.00x156 61 9-3/4 (2) 2 J j 2.00x156 4'11 (2) 2 K .njL 2.00x125 61 9-3/4 (6) 6 L 1.75x143 61 10 (6) 6 M .i. 1.50x188 61 10-1/4 (2) 2 N JL 1.50x188 41 11-1/8 (8) 8 0 ji. 1.50x155 61 10-1/4 (16) 16 TC fillers (7) 7 BC fillers Sheet of V2.2.1.0 11/2 'ag End Bearing: Opposite End Bearing. Long + 0'l type E TCX = 01 7 6 Long + 1'1-1/4 type E TCX = 1171/4 Deep 8 Deer [old 2 bottom angle back 4'11-5/8(BCX) Hold 2 bottom angle back 5'11-7/8(BCX) '-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 93'6-l/4 61 10-5/8 16'10-5/8 261 10-5/8 36110-5/8 461 10-5/8 561 10-5/8 66'10-5/8 761 10-5/8 861 10-5/8 3 '9 J 111 10-5/8 21110-5/8 J 31105/8 411 10-5/8 511 10-5/8 61'10-5/8 I 71110-5/8 I 811 10-5/8 190'0-1/4 H 5'14-5/8 111-5/8 11'10-5/8 24< 21'10-5/8 31'10-5/8 0 0 3 2 51 OR ?4 'dl-1/2 F L JI H - 15 7 x 5 6 79'6 879- 1 81'10-5/8 88'9-5/8 Fl] 2 1 2 41'10-5/8 61'10-5/8 71'10-5/8 IN Ic / . Seyco Joist Co, Page 1 V2.2.1.0 Job #5708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 Page 51 of 122 ustomer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 I - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 5' 4.375 76.375 Opp 6.000 8.000 Y E 1' 1.750 2 5' 4.375 76.375 niform Live load 112 #/ft full length niform NtUp load -177 #/ft full length niform SJI load 248 #/ft full length niform Dead load 136 #/ft full length JI 1500# AddLoad on Top chord at panel points. ead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 72'3 141 2-1/4 721 3 L14 SJI, Dead ee bridging clip location schedule. op chord panels: (in) 1044.00 1054.63 14060.00 1054.63 1044.00 ot chord panels: (in) Ep=76.38 1082.25 50120.00 10108.38 1011.63 1082,25 Ep=7 6.38 60.000 in Deep 1033.250 in Design length 3919 4t Minimum Shear 58.293 in Effective Depth 5466.293 in4 Ix 0.00 1n4 Minimum Ix 54.000 in Clear Depth L/1182 Live Defl L/ 364 SJI Defl 4041975 in-#Moment 1.000 in Chord gap 3.089 in Camber 2353 4 Total weight 30.000 in Centroid oading combinations SJI Ntup Dead Live Wind Seis +/-W +/-.E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 o o 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 10 0 1.00 0 0 0 0-1.00 O Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 13805 -7620 8983 4822 0 0 0 0 Pounds Right end reactions: 20549 -7620 15727 4822 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.15 Q. I-'age of 122 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 :ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA 'esigned per Steel Joist Institute Standard Specifications 44th edition ASD. 36 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan op bridging rows: 3 per SJI 9 if deck provides no lateral support. ot bridging rows: 6 per SJI 6 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V2•el5S of 122 Job #8708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 ustomer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan op Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 ridg < 279" Ix= 2.756 Iy= 8.645 lix = 0.926 Ry = 1.640 liz = 0.591 ilowable tensile stress = 30000 Force = 96422 hord shear: V = 12233 P = 32133 fv = 7255 fc = 9998 f = 8811 end fillers, 14 Interior top chord fillers required. dint Panel Tension Comp. Local Allow Tens- Compression-Bending 30. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction - in in lbs lbs in-fl ______ psi psi psi Unity Axial Bend Unit Eccen 3-0 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 42.00 9327 16922 2203 71.1z 20729 139134 56614 0.154 0.254 0.021 0.275 1-1 60.00 9327 16922 4709 30000 0.145 0.176 0.122 0.298 0.00 54.63 8932 16368 2471 69.4z 16053 82252 33469 0.157 0.317 0.025 0.342 3-2 60.00 17371 32133 5766 30000 0.240 0.333 0.150 0.483 1.83 60.00 17371 32133 3259 48.6x 25243 121201 27741 0.265 0.396 0.033 0.429 3-3 60.00 17371 32133 6316 30000 0.245 0.333 0.164 0.497 0.00 60.00 17371 32133 3057 46.6x 25243 121201 27741 0.260 0.396 0.031 0.427 J-4 60.00 26480 50042 6169 30000 0.338 0.519 0.160 0.679 1.22 60.00 26480 50042 3111 48.6x 25243 121201 27741 0.355 0.617 0.033 0.650 J-5 60.00 26480 50042 6208 30000 0.339 0.519 0.161 0.680 0.00 69.00 26480 50042 3097 48.6x 25243 121201 27741 0.355 0.617 0.033 0.650 3-6 60.00 31946 62128 6198 30000 0.395 0.644 0.161 0.805 1.40 60.00 31946 62128 3101 48.6x 25243 121201 27741 0.412 0.766 0.035 0.800 3-7 60.00 31946 62128 6201 30000 0.395 0.644 0.161 0.805 0.00 60.00 31946 62128 3100 48.6x 25243 121201 27741 0.412 0.766 0.035 0.800 3-8 60.00 33767 68391 6200 30000 0.414 0.709 0.161 0.870 1.31 60.00 33761 68391 3100 48.6x 25243 121201 27741 0.431 0.843 0.036 0.879 J-9 60.00 33767 68391 6200 30000 0.414 0.709 0.161 0.870 0.00 60.00 33767 68391 3100 48.6x 25243 121201 27741 0.431 0.843 0.036 0.879 3-10 60.00 33767 68832 6200 30000 0.414 0.714 0.161 0.875 1.31 60.00 31946 68632 3100 48.6x 25243 121201 27741 0.412 0.848 0.036 0.884 3-11 60.00 31946 68832 6201 30000 0.395 0.714 0.161 0.875 0.00 60.00 31946 60832 3101 48.6x 25243 121201 27741 0.412 0.848 0.036 0.884 3-12 60.00 31946 68832 6198 30000 0.395 0.714 0.161 0.875 1.31 60.00 26480 63450 3097 48.6x 25243 121201 27741 0.355 0.782 0.035 0.817 3-13 60.00 26480 63450 6208 30000 0.339 0.658 0.161 0.819 0.00 60.00 26480 63450 3111 48.6x 25243 121201 27741 0.355 0.782 0.035 0.817 3-14 60.00 26480 63450 6169 30000 0.338 0.658 0.160 0.818 1.21 60.00 - 17371 50645 3057 40.6x 25243 121201 27741 0.260 0.624 0.033 0.651 1-15 60.00 17371 50645 6316 30000 0,245 0.525 0.164 0.689 0.00 60.00 17371 50645 3259 48.6x 25243 121201 27741 0.265 0.624 0.035 0.659 3-16 60.00 17371 50645 5766 30000 0.240 0.525 0.150 0.690 2.10 54.63 8932 25104 2471 69.4z 16053 82252 33469 0.157 0.487 0.026 0.512 3-17 60.00 9327 25621 4709 30000 0.145 0.266 0.122 0.388 0.00 42.00 9327 25621 2203 71.1z 20729 139134 56614 0.154 0.385 0.022 0.406 1-18 60.00 0 0 0 30000 0.000 0.000 0.000 0.000 ag end top chord extension: einforced with 2- 3.00x281 Combined properties: = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 ype "E" 0' 1.000 long. 93 fb-= 5 otal defi = 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 4 V2.2.1.0 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 Page 54of 122 ;ustomer: project: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 I - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan op Chord, continued pp end top chord extension: .einforced with 2- 3.00x281 Combined properties: 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb 17.29 ype "E" 1' 1.750 long. 2563 fb- 148 otal defi = 0.0001 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.l.0 iage 55 of 122 Job *S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 ;ustorner: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan .earing seats: Tag End 3.00x281 Weld 2.95" Opposite End 3.00x281 Weld 4.57" ot Chord: 2-L 3.00x281 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 .11owable tensile stress = 30000 Force = 96422 :hord shear: V = 13263 P = 20996 fv = 7867 fc = 6532 f = 8518 Bottom chord fillers required. 310t Panel Tension Comp. Local Allow Tens- Compression-Bending o. Length Height Force Force Bend kl/r Stress Fex F'ez Bend Interaction - in in lbs lbs in-I# ______ psi psi psi Unity Axial Bend Unity Eccen 0.00 0 0 0 30000 0.426 0.000 0.000 0.000 0.22 82.25 20996 11450 0 125.32 9590 44789 14762 0.218 0.371 0.000 0.371 0.00 41815 22381 0 30000 0.460 0.232 0.000 0.232 0.09 120.00 41815 22381 0 116.6x 11072 21042 6935 0.434 0.629 0.000 0.629 L-5 0.00 56813 29668 0 30000 0.589 0.308 0.000 0.308 0.13 120.00 56813 29668 0 116.6x 11072 21042 6935 0.589 0.834 0.000 0.834 C.-? 0.00 65987 33312 0 30000 0.684 0.345 0.000 0.345 0.47 120.00 65987 33312 0 116.6x 11072 21042 6935 0.684 0.936 0.000 0.936 L-9 0.00 69339 33312 0 30000 0.719 0.345 0.000 0.345 0.47 120.00 69339 33312 0 116.6x 11072 21042 6935 0.719 0.936 0.000 0.936 C.-11 0.00 69339 33312 0 30000 0.719 0.345 0.000 0.345 0.72 120.00 66869 29668 0 116.6x 11072 21042 6935 0.693 0.834 0.000 0.834 .-13 0.00 66869 29668 0 30000 0.693 0.308 0.000 0.308 0.22 108.38 58589 22381 0 105.3x 13330 25798 8503 0.608 0.522 0.000 0.522 -14 0.00 62793 22381 0 30000 0.651 0.232 0.000 0.232 0.00 11.63 62793 22381 0 17.7z 29320 2242126 738981 0.651 0.237 0.000 0.237 0.00 62793 22381 0 30000 0.722 0.232 0.000 0.232 0.13 82.25 32356 11450 0 79.9x 18802 44789 14762 0.336 0.095 0.000 0.095 0.00 0 0 0 30000 0.647 0.000 0.000 0.000 0.26 Seyco Joist Co, Page 6 V2.2.1.0 - Page 56 of 122 Job #8708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 ustomer: 'roject: VThSAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan ocation Web Slope o -Li Ti 51.91 1 -Li Vi 29.05 2 -Li Cl 20.89 2 -L3 P2 45.83 3 -L3 V2 0.00 4 -L3 C2 45.83 4 -L5 P3 45.83 5 -LS V3 0.00 6 -LS C3 45.83 6 -Li P4 45.83 7 -Li V3 0.00 8 -Li C4 45.83 9 -L9 Tb 45.03 9 -L9 V3 0.00 10 -LS CS 45.83 10 -Lii P6 45.83 11 -Lii V3 0.00 72 -Lii 'Fl 45.83 2 -L13 C6 45.83 13 -1.13 V3 0.00 14 -L13 TO 45.83 14 -L14 V4 39.69 14 -1.15 Ci 45.83 15 -1.15 V3 0.00 16 -1.15 PS 45.83 16 -Lii C8 20.89 17 -L17 Vi 29.05 18 -Lii P10 51.91 Weld Thick x Length .20x3.8 .14x0.7 .19x2.3 .14x3.7 15x0. 6 .14x3.3 .14x2.9 .i9x0.5 .13x2.7 .14x2.9 .19x0.6 .ibxl.4 .13x2.0 19x0.6 14 xl. 4 .13x2.0 19x0.6 l4xi.9 .14x1.4 19x0.6 .14x2.9 .13x3.9 .25x3.2 19x0 .5 .14x6.1 .16x4.4 14x0.7 .20x5.3 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 94.50 2-L 2.00x205 1.556 0.393z 13263 21501 46679 66.68 1-L 1,75x143 0.480 0.346z 713 815 14402 62.39 2-1, 1.50x188 1.057 0.293z 6598 7062 31719 83.65 2-1, i.75x143 0.960 0.346z 10961 15730 28803 58.29 l-L i.50x155 0.441 0.2952 005 805 13229 83.65 2-L 2.00x143 1.103 0.396z 4868 6985 33093 83.65 2-1. 1.50x137 0.784 0.296z 8307 11921 23534 58.29 1-1. 1.50x188 0.529 0.293z 885 885 15860 83.65 2-I.. 2.00x125 0.969 0.398z 3098 4445 29063 83.65 1-1. 2.00xi43 0.552 0.396a 5653 8112 16541 58.29 1-1. 1.50x188 0.529 0.293z 885 885 15860 83.65 2-L 1.50x155 0.882 0.295z 1327 1905 26459 83.65 1-1. 2.00x125 0.484 0.398r 3919 5624 14531 58.29 1-1. 1.50x188 0.529 0.293z 885 885 15860 83.65 2-1, 1.50x137 0.784 0.296z 0 0 23534 83.65 l-L 2.00x125 0.484 0.396z 3919 5624 14531 58.29 l-L 1.50x188 0.529 0.293z 805 885 15860 83.65 1-L 2.00x143 0.552 0.396z 3919 5624 16547 83.65 2-1, 1.50x137 0.784 0.296z 3098 4445 23534 58.29 1-1, 1.50x180 0.529 0.293z 885 885 15860 83.65 2-L 1.50x137 0.784 0.2964 5050 7247 23534 75.75 i-L 2.00x125 0.484 0.398z 11100 14424 14531 83.65 2-1. 2.00x250 1.875 0.391z 4868 6985 56250 58.29 1-1, 1.50x188 0.529 0.293z 885 885 15860 83.65 2-1, 1.75x143 0.960 0.346z 17919 25716 28803 62.39 2-h 2.00x156 1.199 0.3962 6598 7062 35980 66.68 l-L 1.75x143 0.480 0.346z 713 815 14402 94.50 2-L 2.00x205 1.556 0.393z 20081 32552 46679 Compressive Shear Force Allow lbs lbs lbs 7310 11851 12250 2624 3001 3433 12233 13093 13872 5753 8255 9878 2935 2935 3016 9634 13825 14303 3983 5715 5898 3025 3025 3584 6980 10016 12342 2213 3175 3315 3085 3085 3584 4394 6306 6591 442 635 2929 3116 3116 3584 3919 5624 5898 1069 1534 2929 3119 3119 3584 2213 3175 3315 3919 5624 5898 3092 3092 3584 3903 5715 5898 0 0 3572 16671 23924 24377 3028 3028 3584 5753 8255 9878 19116 20461 21984 2662 3044 3433 7310 11851 12250 Available Weld (in) Top/8ottm 8.1/ 8.1 3.9/ 4.1 6.6/ 6.6 7,5/ 7.5 3.5/ 3.5 7.5/ 7.5 7.6/ 7.6 3.5/ 3.5 7.5/ 7.5 4.7/ 5.2 3.5/ 3.5 7.6/ 7.6 4.7/ 5.2 3.5/ 3.5 7.6/ 7.6 4.7/ 5.2 3.5/ 3.5 4.7/ 5.2 7.6/ 7.6 3.5/ 3.5 7.6/ 7.6 4.4/ 4.8 7.5/ 7.5 3.5/ 3.5 7.5/ 7.5 6.9/ 6.9 3.9/ 4.1 8.1/ 8.1 Seyco Joist Co, Page 1 V.2.l age 5Qff122 Job #S708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA 'esigned per Steel Joist Institute Standard Specifications 44th edition ASD. .36 1 - 60DL11248/112/-177 x 86' 5.250 Special Crimped angle Parallel chord Deep longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 5' 4.375 76.375 Opp 6.000 8.000 Y E 1' 1.750 2 5' 4.375 76.375 niform Live load 112 4/ft full length niform NtUp load -177 it/ft full length niform SJI load 248 #/ft full length niform Dead load 136 It/ft full length JI 1500# AddLoad on Top chord at panel points. ead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 721 3 141 21/4 721 3 L14 SJI, Dead ee bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 60.000 in Deep 1033.250 in Design length 3919 It Minimum Shear 58.293 in Effective Depth 5466 1n4 Ix 0 in4 Minimum Ix 54.000 in Clear Depth L/1182 Live Defl L/ 364 SJI Defi 4041975 in-Moment 1.000 in Chord gap 3.089 in Camber 120.000 in Interior Panel 42.000 in Left end 42.000 in Right end 9 Web Vees .13805 It SJI reaction 20549 It SJI reaction 2353 It Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi op Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 0 = 1.000 ridg < 279" Ix= 2.756 Ey= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L 60.000 P = -68832 Pnx/= -81131 M 3100 14 Fillers Second: L = 54.625 P = -16368 Pnz/n= -51596 No Fillers ag end pani: L = 42.000 p = -16922 Pnx/O= -66625 M = 2203 No Filler First point: P = -16922 Pn/Q = -96422 M = 4709 Chord shear: V = 12233 C = 32133 fv = 7255 fc = 9998 f = 8811 earing seats: Tag End 3.00x281 Weld 2.95" Opposite End 3.00x281 Weld 4.57" ot Chord: 2-L 3.00x281 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 =120.000 p = 69339 Pn/Q = 96422 chord shear: V = 13263 T = 20996 fv = 7867 ft = 6532 f = 8518 Seyco Joist Co, Page 2 V2.2.l. I-'age 59 of 122 Job itS708-17 - By RG 16:43 Entered 09/29/17 Revised 11/17/17 ustomer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J6 1 - 60DLH248/112/-177 x 86' 5,250 Special Crimped angle Parallel chord Deep longspan Web Angi Lngth Shear Force Member Area R Pn/(2 Weld T-Av1W-B P 1 51.9 94.5 13263 21501 2L 2,00x205 1.556 0.615x 46679 3.8 8.1/ 8.1 V 1 29.0 66.7 -2624 -3001 1L 1.75x143 0.480 0.346z -3433 0.7 3.9/ 4.1 C 1 209 62.4-12233 -13093 2L 1.50x188 1.057 0.457x -13872 2.3 6.6/ 6.6 T 2 45.8 83.7 10961 15730 2L 1.75x143 0.960 0.543x 28803 3.7 7,5/ 7,5 V 2 0.0 58.3 -2935 -2935 1L 1.50x155 0.441 0.295z -3016 0.6 3.5/ 3.5 C 2 45.8 83.7 -9634 -13825 2L 200x143 1.103 0.624x -14303 3.3 7.5/ 7.5 T 3 45.8 83.7 8307 11921 2L 1.50x137 0.784 0.463x 23534 2.9 7.6/ 7.6 V 3 0.0 58,3 -3025 -3025 lb 1.50x188 0.529 0.293z -3584 0.5 35/ 3,5 C 3 45.8 83.7 -6980 -10016 2L 2.00x125 0.969 0.626x -12342 2.7 7.5/ 7,5 T 4 45.8 83.7 5653 8112 lb 2.00x143 0.552 0.396z 16547 1.9 4.7/ 5.2 V 4 0.0 58.3 -3085 -3085 1L 1.50x188 0.529 0.293z -3584 0.6 3.5/ 3.5 C 4 45.8 83.7 -4394 -6306 2L 1.50x155 0.882 0.461x -6591 1.4 7.6/ 7.6 P 5 45.8 83,7 3919 5624 lb 2.00x125 0.484 0.398z 14531 2.0 4.7/ 5.2 V 5 0.0 58.3 -3116 -3116 lb 1.50x188 0.529 0.293z -3584 0.6 35/ 3.5 et Uplift: Top Chord Center: P = 31946 Pn/Q = 96422 Bot Chord Center: P = -33312 Pnx/Q= -288257 Fillers end Web Diagonal: P = -11851 Pnx/n= -12250 Job #5708-17 Seyco Joist Co, Sheet of VIASAT 12 COLD STORAGE Shop Order V2.2.1.0 11/1 Mark J6 1 - 60DLH248/112/-177 X 8615_1/4 Quantity Material Length Chow gap = 1 (2) 2 TC j.. 3.00x281 878 Camber = 3-1/16 (2) 2 BC .j. 3.00x281 75'8-1/2 PaiftS Gray (2) 2 TB JL 3.00x281 0 17 Briing: Top: 3 SJI, 9 SSR (2) 2 03 .j. 3.O0x281 117_3/4 Botm: 6 SJI, 6 1st??, 4 Spaced 235 (2) 2 A L) 2.00x143 61 9-1/2 LengEach Hole-to-Hole = 861 5 (2) 2 B Q 2.00x125 69-1/2 1 C L.) 2.00x125 612_1/8 2 D 1j 1.75x143 5'5-3/4 (6) 6 E j 1.50x188 41 11-1/2 1 F Li 1.50x155 4111_1/2 See bridging clip location schedule. (2) 2 G .i. 2.00x250 61 9 (4) 4 H 2.00x205 71 10-1/e 2 I j. 2.00x156 51 1-1/2 (2) 2 J j... 2.00x143 61 9-7/8 (2) 2 K -L 2.00x125 61 9-7/8 (4) 4 L .i. 1.75x143 61 10-1/8 (2) 2 N .i. 1.50x188 51 1-7/8 (2) 2 N j. 1.50x155 61 10-3/8 (8) 8 0 j.. 1.50x137 61 10-3/8 (14) 14 TC fillers (7) 7 BC fillers Tag End Bearing: Opposite End Bearing 6 Long + 01 1 type E TCX =01 7 6 Long + 11 1-3/4 type E TCX = 11 7-3/ 8 Deep 8 Dee3 Hold 2 bottom angle back 515_3!8(BCX) Hold 2 bottom angle back 6'6-1/8(BCX 0-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 03 861 4-1/4 I 8'3-5/8 181 3-5/8 281 3-5/8 3813_5/8 483-5/8 58 1 3-518 683-5/8 7813_518 31 9 131 3-5/8 23'3-5/8 I 331 3-5/ I 531 3-5/8 63'3-5/8 733-5/8 I 821 10-1/4 1\ X -X -x x x_ -x_A -x_A x -x ) 1 I\ /\/\ /\/ \ E /\T-A '87 ' \D F E H N L J O K L I H 4 - \ 344X x X*x x 11 6 * C _ \\/ x 41 7 x 6' 2 -3/8 23'3-5/8 43'3-5/8 631 3-5/8 731 3-5/8 811 1-7/8 51 5-3/8 131 3-5/8 331 3-5/8 531 3-5/8 7214 8011-7/8 Seyco Joist Co, Page 1 v.2.l68f122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 50L11248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 4' 7.750 67.750 Opp 6.000 8.000 Y E 1' 1.750 2 4' 7.750 67.750 rniform Live load 112 #/ft full length iniform Ntup load -177 4/ft full length Jniform SJI load 248 It/ft full length Iniform Dead load 136 4/ft full length ;Ji 15001! AddLoad on Top chord at panel points. 'ead 1500* AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 65'l 141 2-1/2 65'1 L13 SJI, Dead op chord panels:(in) 1058.00 1057.75 10060.00 1065.25 1054.75 1057.75 1058.00 ot chord panels: (in) Ep=67.75 10108.00 40120.00 10125.25 10102.75 Ep67.75 50.000 in Deep 947.500 in Design length 3698 1! Minimum Shear 48.293 in Effective Depth 3753.424 in4 Ix 0.00 in4 Minimum Ix 44.000 in Clear Depth L/1053 Live Defl L/ 309 SJI Defi 3580819 in-#Moment 1.000 in Chord gap 2.598 in Camber 2059 # Total weight 25,000 in Centroid oading combinations SJI Nt0p Dead Live Wind Seis +/-W +1-S and factors: 1.00 0 0 0 0 0 0 0 O 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 O 0 1.08 0.75 0 0 0 1.31 O 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 O 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 13069 -6988 8648 4422 0 0 0 0 Pounds Right end reactions: 19512 -6988 15091 4422 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1 0 Page 61 of 122 Job #S708-17 - By RC 17:01 Entered 09/29/17 Revised 11/17/17 :ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan op bridging rows: 3 per SJI 9 if deck provides no lateral support. ot bridging rows: 5 per SJI 5 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 62 of 122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA :esiqned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspari op Chord: 2-1, 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 0 = 1.000 ridg < 279" Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry 1.640 Rz = 0.591 .11owable tensile stress = 30000 Force = 96422 hord shear: V = 11135 P = 39572 fv = 6604 fc = 12312 f = 9029 end fillers, 12 Interior top chord fillers required. iht Panel Tension Comp. Local Allow Tens- Compression-Bending 10. Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction - in in lbs lbs in-i psi psi psi Unity Axial Bend Unity Eccen 3-0 50.00 0 0 0 30000 0.000 0.000 0.000 0.000 56.00 8952 16864 1637 94.8z 15550 78263 31845 0.213 0.337 0.046 0.384 i-1 50.00 8952 16864 6929 30000 0.164 0.175 0.180 0.355 0.00 57.75 8782 16627 2327 73.32 14914 73591 29944 0.151 0.347 0.023 0.370 3-2 50.00 20531 39572 5648 30000 0.271 0.410 0.147 0.557 1.10 60.00 20531 39572 3302 48.6x 25243 121201 27741 0.299 0.488 0.034 0.522 3-3 50.00 20531 39572 6348 30000 0.278 0.410 0,165 0.515 0.00 60.00 20531 39572 3046 48,6x 25243 121201 27741 0.292 0.488 0.031 0.519 i-4 50.00 29327 58204 6160 30000 0.368 0.604 0.160 0.764 3.07 60.00 29327 58204 3114 48.6x 25213 121201 27741 0.385 0.717 0.034 0.752 3-5 50.00 29327 58204 6211 30000 0.368 0.604 0.161 0.765 0.00 60.00 29327 58204 3096 48.6x 25243 121201 27741 0.385 0.717 0.034 0.751 1-6 50.00 33725 69729 6191 30000 0.414 0.723 0.161 0.884 1.03 60.00 33725 69729 3101 48.6x 25243 121201 27743 0.430 0.859 0.036 0.895 1-7 50.00 33725 69729 6200 30000 0.414 0.723 0.161 0.884 0.00 60.00 33725 69729 3098 48.6x 25243 121201 27741 0.430 0.859 0.036 0.895 3-8 50.00 33725 74148 6204 30000 0.414 0.769 0.161 0.930 1.14 60.00 33725 74148 3106 48.6x 25243 121201 27741 0.430 0.914 0.036 0.950 3-9 50.00 33725 74148 6183 30000 0.414 0.769 0.161 0.930 0.00 60.00 33725 74148 3077 48.6x 25243 121201 27741 0.430 0.914 0.036 0.950 3-10 50.00 33725 74148 6262 30000 0.414 0.769 0.163 0.932 1.14 60.00 29321 71461 3184 48.6x 25243 121201 27741 0.387 0.881 0.037 0.918 3-11 50.00 29327 71461 5969 30000 0.366 0.741 0.155 0.896 0.00 60.00 29327 71461 2785 48.6x 25243 121201 27741 0.376 0.881 0.032 0.913 3-12 50.00 29327 71461 7061 30000 0.311 0.741 0.183 0.924 0.99 65.25 20046 61776 4216 52.8x 24459 102482 23456 0.317 0.786 0.049 0.835 3-13 50.00 20046 61776 6505 30000 0.275 0.643 0.169 0.810 0.00 54.75 20046 61776 2305 44.3x 25983 145559 33316 0.263 0.740 0.023 0.762 3-14 50.00 20046 61776 4773 30000 0.257 0.641 0.124 0.765 1.16 57.75 8782 25597 2654 73.3z 14914 73591 29944 0.160 0.534 0.028 0.562 J-15 50.00 8952 25818 7151 30000 0.167 0.268 0186 0.453 0.00 56.00 8952 25818 4526 94.8z 15550 78263 31845 0.210 0.517 0.048 0.564 1-16 50.00 0 0 0 30000 0.000 0.000 0.000 0.000 aq end top chord extension: einforced with 2- 3.00x281 Combined properties: 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 ype T1 E" 0' 1.000 long. -= 93 fb-= 5 otal defi = 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 4 V2.2.1.0 Page 63 of 122 Job #3708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigried per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-477 x 79' 3.500 Special Crimped angle Parallel chord Longspan op Chord, continued pp end top chord extension: eirjforced with 2- 3.00x281 Combined properties: 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 ype "E" 1' 1.750 long. - = 2563 fb- = 148 otal defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 64of 122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: project: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan earing seats: Tag End 3.00x281 Weld 2.77" Opposite End 3.00x281 Weld 4.32" ot Chord: 2-L 3.00x281 A = 3.214 Y = 0.854 Fy = 50000 0. = 1.000 Ix= 2.756 Iy 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 .11owable tensile stress = 30000 Force = 96422 hord shear: V = 12386 P = 27591 fv = 7347 fc = 8584 f = 8509 Bottom chord fillers required. 1nt Panel Tension Comp. Local Allow Tens- Compression-Bending -10. Length Height Force Force Bend kl/r Stress Pox F'er Bend Interaction in in lbs lbs in-ft _____ psi _.L psi Unity Axial Bend Unity Eccon 0.00 0 0 0 30000 0.425 0.000 0.000 0.000 0.13 108.00 27591 14483 0 164.6z 5562 25978 8562 0.286 0.810 0.000 0,810 0.00 19776 25479 0 30000 0.516 0.264 0.000 0.264 0.06 120.00 49776 25479 0 176.6x 11072 21042 6935 0.516 0.716 0.000 0.716 0.00 64855 32076 0 30000 0.673 0.333 0.000 0.333 0.20 120.00 64855 32076 0 116.6x 11072 21042 6935 0.673 0.901 0.000 0.901 0.00 72827 34275 0 30000 0.755 0.355 0.000 0.355 0.51 120.00 72827 34275 0 116.6x 11072 21042 6935 0.755 0.963 0.000 0.963 0.00 73693 34275 0 30000 0.764 0.355 0.000 0.355 0.51 120.00 73693 32076 0 116.6x 11072 21042 6935 0.764 0.901 0.000 0.901 -11 0.00 73693 32076 0 30000 0.764 0.333 0.000 0.333 0.47 125.25 67528 25479 0 121.7x 10163 19315 6366 0.700 0.780 0.000 0.780 0.00 67520 25479 0 30000 0.720 0.264 0.000 0.264 0.01 -15 102.75 43165 14483 0 156.6z 6145 28700 9459 0.448 0.733 0.000 0.733 0.00 0 0 0 30000 0.655 0.000 0.000 0.000 0.12 Seyco Joist Co, Page 6 V2.2.1.0 Page 65 of 122 Job jtS708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustoiner: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan ocation Web Slope o -LI Ti 53.70 1 -Li VI 11.41 2 -Li Cl 44.83 2 -L3 T2 51.17 I -L3 V2 0.00 4 -1.3 C2 51.17 4 -L5 P3 51.17 S -L5 V2 0.00 S -LS C3 51.17 6 -1.7 T4 51.17 7 -1.7 V2 0.00 3 -1,7 Cd 51.17 I -L9 TS 51.17 I -L9 V2 0.00 10 -L9 CS 51.17 10 -Lii C6 51.17 11 -Lii V2 0.00 12 -Lii P6 51.17 12 -L13 Cl 53.49 13 -LII V2 0.00 14 -L13 T7 48.59 14 -1.15 C8 44.83 15 -L15 Vi 11.41 16 -L15 TO 53.70 Weld Thick x Length .14x4.9 .13x0.8 .14x3.7 .15x3.4 .11x0.9 .13x3.6 .19x2.0 .11x0.9 .14x2.2 .14x1,7 .11xl.0 .23x0.9 .14x1 .7 .11xl.0 23x0.9 .23x0.9 llxl.0 19x1 .9 .14x2.0 .11xl .0 .15x5.5 .20x4.1 .13x0.8 .14x7.5 Tensile Length Area R Shear Force Allow in Member 1n2 in _lbs lbs lbs 01.58 2-b 2,00x143 iTIö 20924 33093 49.27 1-L 1.50x125 0.359 0.296z 839 856 10781 68.09 2-1, 2.00x143 1,103 0.396z 5736 8087 33093 77.02 2-1, 1.50155 0.882 0.295z 9823 15667 26459 48.29 1-5 1.50x109 0.315 0.297z 885 885 9454 77.O2 2-b 2.00x125 0.969 0,398z 3983 6352 29063 77.02 1-b 2.00x188 0.717 0.394r 7153 11409 21500 48.29 l-L 1.50x109 0.315 0.297z 885 885 9454 77.02 2-b 1.75x143 0.960 0.346z 2213 3529 28803 77.02 1-L 1.?5x143 0.480 0.346z 4565 7280 14402 48.29 1-5 1.50x109 0.315 0.297z 885 885 9454 77.02 1-b 2.00x230 0.867 0.392z 443 706 26013 77.02 1-1, 1.75x143 0.480 0.346z 3698 5097 14402 48.29 1-b 1.50x109 0.315 0.297z 885 885 9454 77.02 1-5 2.00x230 0.867 0,392% 927 1478 26013 77.02 1-b 2.00x230 0.867 0.392z 2212 3529 26013 48.29 1-1. 1.50x109 0.315 0.297z 885 885 9454 77.02 1-1. 2.00x188 0.717 0.394z 3698 5897 21500 81.18 2-b 3.75043 0.960 0.346z 4021 6759 28803 48.29 I-b 1.50x109 0.315 0.297r 885 885 9454 73.01 2-L 1.50x155 0.882 0.295z 16611 25111 26459 60.09 2-b 2.00x205 1.556 0.393z 5736 8007 46679 49.27 1-b 1.50x125 0.359 0.296z 839 856 10781 81.58 2-b 2.00x143 1.103 0.396z 18963 32034 33093 Compsivo Shear Force Allow lbs lbs lbs 6575 11107 11960 2797 2853 3197 11135 15700 18307 4868 1763 7775 2972 2972 3194 8488 13538 13679 3098 4940 5015 3065 3065 3194 5822 9285 11562 1328 2117 2590 3123 3123 3194 3698 5897 6010 0 0 2590 3145 3145 3194 3698 5897 6010 3698 5897 6010 3132 3132 3194 3097 4940 5015 4986 8381 10490 3083 3083 3194 4906 7417 8654 17787 25070 26961 2841 2898 3197 6515 11107 11960 Available Weld (in) 9p/Bottm 8.3/ 8.3 3.5/ 3.6 7.5/ 7.5 8.1/ 8,1 3.5/ 3.5 8.0/ 8.0 5.0/ 5.6 3.5/ 3.5 8.0/ 8.0 4.8/ 5.4 3.5/ 3.5 5.0/ 5.6 4.8/ 5.4 3.5/ 3.5 5.0/ 5.6 5.01 5.6 3.5/ 3.5 5.0/ 5.6 8.3/ 8.3 3.5/ 3.5 7.8/ 7.8 7.5/ 7.5 3.5/ 3.6 8.3/ 8.3 Syco Joist Co, Page 1 V2.2.1.0 Page 66 of 122 Job #S708-17 - By RG 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: 'roject: VIASAT 12 COLD STORAGE CARLSBAD, CA :esigned per Steel Joist Institute Standard Specifications 44th edition ASD. J7 1 - 50LH248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y 5 0' 1.000 2 4' 7.750 67.750 Opp 6.000 8.000 Y E 1' 1.750 2 4' 7.750 67.750 niform Live load 112 41/ft full length niform Ntup load -177 41/ft full length niform SJI load 248 41/ft full length niform Dead load 136 0/ft full length JI 150041 AddLoad on Top chord at panel points. ead 150041 AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 14 1 21/2 65 1 1 651 1 L13 SJI, Dead end loads: SJI NtLJp Dead Live Wind Seis +/-W f/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 50.000 in Deep 947.500 in Design length 3698 41 Minimum Shear 48.293 in Effective Depth 3753 1n4 Ix 0 1n4 Minimum Ix 44.000 in Clear Depth L/1053 Live Defl L/ 309 SJI Defi 3580819 in-#Moxnent 1.000 in Chord gap 2.598 in Camber 120.000 in Interior Panel 56.000 in Left end 56.000 in Right end 8 Web Vees 13069 41 SJI reaction 19512 0 SJI reaction 2059 41 Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi op Chord: 2-L 3.00x281 ridg < 279" Ix= 2,756 Center: L = 60.000 Second: L = 57.750 ag end panl: L = 56.000 First point: Chord shear: V = 11135 earing seats: Tag End Opposite End ot Chord: 2-L 3.00x281 Ix= 2.756 Center: L =120.000 Chord shear: V = 12386 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -74148 Pnx/= -81131 P = -16627 Pnz/n= -47936 P = -16864 Pnx/2 -49978 P = -16864 Pn/n = -96422 C = 39572 fv = 6604 3,00x281 Weld 2.77" 3.00x281 Weld 4.32" A = 3.214 Y = 0.854 Iy= 8.645 Ex = 0.926 P = 73693 Pn/Q = 96422 T = 27591 fv = 7347 Fy = 50000 Q = 1.000 Ry = 1.640 Rz = 0,591 M = 3106 12 Fillers No Fillers M = 4637 No Filler M = 6929 fc = 12312 f = 9029 Fy = 50000 Q = 1.000 Ry=1640 Rz=0.591 ft = 8584 f = 8509 Seyco Joist Co, Page 2 V2.2.1.0 Page 67of 122 Job #S708-17 - By RC 17:01 Entered 09/29/17 Revised 11/17/17 ustomer: roject: VIASAT 12 COLD STORAGE CARLSBAD, CA )esigned per Steel Joist Institute Standard Specifications 44th edition ASD. .J7 1 - 50L11248/112/-177 x 79' 3.500 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force Member Area R Pn/fa Weld T-AvlW-B IT1 53.7 81.6 12386 20924 2L 2,00x143 1.103 0.624x 33093 4.9 8.3/ 8.3 V 1 11.4 49.3 -2797 -2853 lb 1.50x125 0.359 0.296z -3197 0.8 3.5/ 3.6 C 1 44.8 68,1-11135 -15700 2L 2,00x143 1.103 0.624x -18307 3.7 7.5/ 7.5 T 2 51.2 77.0 9823 15667 2L 1.50x155 0.882 0.461x 26459 3.4 8.1/ 8.1 V 2 0.0 48.3 -2972 -2972 1L 1.50x109 0.315 0.297z -3194 0.9 3.5/ 3,5 C 2 51.2 77.0 -8488 -13538 2L 2.00x125 0.969 0.626x -13679 3.6 8.0/ 8.0 T 3 51.2 77.0 7153 11409 lb 2.00x188 0.717 0.394z 21500 2.0 5.0/ 5.6 V 3 0.0 48.3 -3065 -3065 1L 1.50x109 0.315 0.297z -3194 0.9 35/ 3.5 C 3 51,2 77.0 -5822 -9285 2L 1.75x143 0.960 0.543x -11562 2.2 8.0/ 8.0 T 4 51.2 77.0 4565 7280 IL 1.75x143 0.480 0.346z 14402 1.7 4.8/ 5.4 V 4 0.0 48.3 -3123 -3123 1L 1.50x109 0.315 0,297z -3194 1.0 3.5/ 3,5 C 4 51.2 77.0 -3698 -5897 1L 2.00x230 0.867 0.392z -6010 0.9 5.0/ 5.6 let Uplift: Top Chord Center: P = 33725 Pn/Q = 96422 Bot Chord Center: P = -32076 Pnx/Q= -288255 Fillers end Web Diagonal: P = -11107 Pnx/Q= -11960 Job #S708-17 VIASAT 12 COLD STORAGE Mark J7 1 - 50LH248/112/-177 x 791 3-1/2 Chcf 4 gap = 1 Camer = 2-9/16 PaiiJ5 Gray Briing: Top: 3 SJI, 9 SSR Botim: 5 SJI, 5 1stPP, 4 Spaced 205 h Each Len Hole-to-Hole = 791 3-1/4 Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j. 3.00x281 801 6-1/4 (2) 2 BC j. 3.00x281 70'0 (2) 2 TB j... 3.00x281 01 7 (2) 2 OB i. 3.00x281 11 7-3/4 (3) 3 A U 2.00x230 61 2-3/4 (2) 2 B U 2.00x188 61 2-3/4 (2) 2 C Uj 1.75x143 61 3 (2) 2 D i.j 1.50x125 4'1-3/8 (6) 6 E U 1.50x109 4'1-1/2 (2) 2 F .JL 2.00x205 51 6-1/4 (4) 4 G JL 2.00x143 69-1/4 (2) 2 H .j 2.00x143 51 6 1/4 (2) 2 I .i. 2.00x125 61 3-1/4 (2) 2 J j 1.75x143 61 7-5/8 (2) 2 K .j. 1.75x143 61 3-1/2 (2) 2 L j... 1.50x155 6135/8 (2) 2 M ..i. 1.50x155 51 11-5/8 (12) 12 TC fillers (5) 5 BC fillers Sheet of V2.2.1.0 11/1 Tag End Searing: Opposite End Bearing: 6 Long + 0'l type E TCX = 0'7 6 Long + 11 1-3/4 type E TCX = 11 7-3/ 8 Deep 8 Dee) Hold 2 bottom angle back 4'8-3/4(Bcx) Hold 2 bottom angle back 5'9-1/2(BCX) 0-13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 01 3 791 2-1/2 9'8-3/4 19'8-3/4 29!8_3/4 39'83/4 49'8-3/4 59T8_3/4 69'8-3/4 4 1 11 14'8-3/4 2418-3/4 3418-3/4 I 44'8-3/4 I 541 8-3/4 651 2 I 741 6-1/2 I \ A C \ / A A *xX- 44'8-3/4 34 '8-3/4 54'8-3/4 80'6-1/, / G 6 5 1 1 8 65'2 74'8-3/4 738-3/4 5 II 5 'f8-3/4 4' 8r-3/4 4 14'8-3/4 24 '8-3/4 Seyco Joist Co, Page 1 V2.2.1.0 Page 69of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 3' 1.750 49.750 Opp 6.000 8.000 Y E 1' 1.750 2 3' 1.750 49.750 Uniform Live load 112 #/ft full length Uniform NtUp load -177 #/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 #/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 571 10 14'4 57'10 L,18 SJI, Dead See bridging clip location schedule. Top chord panels:(in) 1@36.00 1837.00 18040.00 1837.00 1836.00 Bot chord panels:(in) Ep=49.75 1063.25 7080.00 1821.00 1859.00 1863.25 Ep=4 9.75 40.000 in Deep 862.000 in Design length 3477 # Minimum Shear 38.293 in Effective Depth 2361.963 in4 Ix 0.00 in4 Minimum Ix 34.000 in Clear Depth L/ 880 Live Defi L/ 243 SJI Defi 3173283 in-#Moment 1.000 in Chord gap 2.150 in Camber 1840 # Total weight 20.000 in Centroid Loading combinations SJI Nt(Jp Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 O 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left PC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 12379 -6357 8357 4023 0 0 0 0 Pounds Right end reactions: 18435 -6357 14413 4023 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.21.0 Page 7Oof 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Top bridging rows: 3 per SJI 11 if deck provides no lateral support. Sot bridging rows: 5 per SJI 5 starting at first BC panel point. 4 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 71 of 122 Job 1S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11171 P = 32000 fv = 6626 fc = 9956 f 8287 0 end fillers, 6 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction in in lbs lbs in-i ______ psi psi psi Unity Axial Bend Unity Eccen U-0 40.00 0 0 0 30000 0.000 0.000 0.000 0.000 34.00 7615 14895 1673 57.6z 23546 212311 86390 0.122 0.197 0.018 0.215 U-1 40.00 7615 14895 2627 30000 0.106 0.154 0.068 0.223 0.00 37.00 1427 14632 983 47.Oz 22518 179278 72948 0.103 0.202 0.010 0.213 0-2 40.00 16055 32000 2481 30000 0.192 0.332 0.064 0.414 1.96 40.00 16055 32000 1478 50.8z 24844 272702 62417 0.205 0.401 0.014 0.415 U-3 40.00 16055 32000 2829 30000 0.196 0.332 0.073 0.405 0.00 40.00 16055 32000 1351 50.8z 24844 272702 62417 0.202 0.401 0.013 0.414 0-4 40.00 24683 50245 2736 30000 0.284 0.521 0.071 0.592 1.30 40.00 24683 50245 1385 50.8r 24844 272702 62417 0.292 0.629 0.014 0.643 0-5 40.00 24683 50245 2761 30000 0.284 0.521 0.072 0.593 0.00 40.00 24683 50245 1376 50.8z 24844 272702 62417 0.292 0.629 0.013 0.643 0-6 40.00 30846 64455 2754 30000 0.348 0.668 0.071 .0.740 1.36 40.00 30846 64455 1378 50.8z 24844 272702 62417 0.356 0.807 0.014 0.821 0-7 40.00 30846 64455 2756 30000 0.348 0.668 0.072 0.740 0.00 40.00 30846 64455 1378 50.8z 24844 272702 62417 0.356 0.807 0.014 0.821 0-8 40.00 34544 74629 2755 30000 0.387 0.774 0.072 0.846 1.39 40.00 34544 74629 1378 50.8z 24844 272702 62417 0.394 0.935 0.014 0.949 0-9 40.00 34544 74629 2756 30000 0.387 0.774 0.072 0.846 0.00 40.00 34544 74629 1378 50.8r 24844 272702 62417 0.394 0.935 0.014 0.949 0-10 40.00 35777 80767 2756 30000 0.399 0.838 0.072 0.909 1.36 40.00 35777 80767 1378 32.4x 21784 272702 62417 0.407 0.904 0.014 0.918 0-11 40.00 35177 80767 2756 30000 0.399 0.838 0.072 0.909 0.00 40.00 35777 80767 1378 32.4x 27784 272702 62417 0.407 0.904 0.014 0.918 U-12 40.00 35777 82869 2756 30000 0.399 0.859 0.072 0.931 1.36 40.00 34544 82869 1378 32.4x 27784 272702 62417 0.394 0.928 0.014 0.942 U-1) 40.00 34544 82869 2756 30000 0.387 0.859 0.072 0.931 0.00 40.00 34544 82869 1378 32.4x 27784 272702 62417 0.394 0.928 0.014 0.942 0-14 40.00 34544 82869 2755 30000 0.387 0.859 0.072 0.931 1.40 40.00 30846 80969 1378 32,4x 27704 272702 62417 0.356 0.907 0.014 0.921 0-15 40.00 30846 80969 2156 30000 0.348 0.840 0.072 0.911 0.00 40.00 30846 80969 1378 32.4x 27784 272702 62417 0.356 0.907 0.014 0.921 0-16 40.00 30846 80969 2754 30000 0.348 0.840 0.071 0.911 1.39 40.00 24683 75810 1376 50.8z 24844 272702 62417 0.292 0.949 0.014 0.963 U-17 40.00 24603 75810 2761 30000 0.284 0.786 0.072 0.858 0.00 40.00 24683 75810 1385 50.8z 24844 272102 62417 0.292 0.949 0.014 0.963 U-18 40.00 24683 75810 2736 30000 0.284 0.786 0.071 0.857 1.41 40.00 16055 50166 1351 50.8z 24844 272702 62417 0.202 0.628 0.013 0.641 U-19 40.00 16055 50166 2829 30000 0.196 0.520 0.073 0.594 0.00 40.00 16055 50166 1478 50.8z 24844 272702 62417 0.205 0.628 0.014 0.643 U-20 40.00 16055 50166 2481 30000 0.192 0.520 0.064 0.648 1.71 37.00 7427 22407 983 47.0z 22518 179278 72948 0.103 0.310 0.009 0.319 0-21 40.00 7615 22652 2627 30000 0.106 0.235 0.068 0.303 0.00 34.00 7615 22652 1673 57.6z 23546 212311 86390 0.122 0.299 0.016 0.315 U-22 40.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Paqe 72 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: 'IIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. .18 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Top Chord, continued Tao end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb 17.29 type "E" 0' 1.000 long. 93 fb-= 5 Total defl = 0.0000 Live defi = 0.0000 Opp end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 type "E" 1' 1.750 long. M- = 2563 fb- = 148 Total defl = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2,2.1.0 Page 73 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LB248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.6111 Opposite End 3.00x281 Weld 4.07" Bot Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11945 P = 21364 fv = 7085 fc = 6647 f = 7826 5 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Fex Fez Bend Interaction in in lbs lbs in-i psi psi psi Axial Bend Unity Eccen 0.00 0 0 0 30000 0.391 0.000 0.000 0.000 0.64 63.25 21364 10816 0 96.4z 15213 75740 24963 0.222 0.221 0.000 0.221 L-3 0.00 41627 20677 0 30000 0.445 0.214 0.000 0.214 0.47 80.00 41627 20677 0 121.9z 10137 47344 15604 0.432 0.635 0.000 0.635 L-5 0.00 57855 28073 0 30000 0.600 0.291 0.000 0.291 0.73 80.00 57855 28073 0 121.9z 10137 47344 15604 0.600 0.862 0.000 0.862 L-7 0.00 70046 33003 0 30000 0.726 0.342 0.000 0.342 0.82 80.00 70046 33003 0 77.8x 19282 47344 15604 0.726 0.533 0.000 0.533 L-9 0.00 78202 35469 0 30000 0.811 0.368 0.000 0.368 0.79 80.00 78202 35469 0 77.8x 19282 47344 15604 0.811 0.572 0.000 0.572 L-11 0.00 82322 35469 0 30000 0.854 0.368 0.000 0.368 0.84 80.00 82322 35469 0 77.8x 19282 47344 15604 0.054 0.572 0.000 0.572 L-13 0.00 82407 35469 0 30000 0.855 0.368 0.000 0.368 0.84 80.00 82407 33003 0 77.8x 19282 47344 15604 0.855 0.533 0.000 0.533 L-15 0.00 82407 33003 0 30000 0.855 0.342 0.000 0.342 0.90 80.00 78870 28073 0 121.9z 10137 47344 15604 0.818 0.862 0.000 0.862 L-11 0.00 78870 28073 0 30000 0.818 0.291 0.000 0.291 0.74 21.00 71788 20677 0 32.0z 27836 687080 226454 0.745 0.231 0.000 0.231 L-18 0.00 71788 20677 0 30000 0.745 0.214 0.000 0.214 0.00 59.00 61160 20677 0 89.9z 16615 87045 28689 0.634 0.307 0.000 0.387 L-19 0.00 61160 20677 0 30000 0.685 0.214 0.000 0.214 0.39 63.25 32941 10816 0 61.5x 22757 75740 24963 0.342 0.074 0.000 0.074 L-21 0.00 0 0 0 30000 0.597 0.000 0.000 0.000 0.32 Weld Thick x Length .19x3.4 .13x0.7 .23x1.9 .16x3.2 .11x0.8 .15x3.0 .13x3.3 .11x0.8 .23x1.6 .19x1.7 .ilx0.8 .18x1.6 .11x2.2 .11x0.9 13x1 .6 .11xl.6 .11x0.9 .13x1.4 .11xl.6 .11x0.9 .13x1.4 .l3xl.5 .11x0.9 .19x1.4 .13x1.4 11.'cO • 9 .13x2.0 15x2.7 .16x4 .9 .11x0.8 .22x3.7 .19x3.7 13x0.7 19x5 .2 Available Weld (in) Top/Bottrn 8.2/ 8.2 3.3/ 3.4 4.1/ 4.4 4.7/ 5.2 3.3/ 3.3 7.6/ 7.6 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.7/ 5.2 4.2/ 4.? 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.2/ 4.1 4.7/ 5.2 3.3/ 3.3 4.6/ 5.1 3.6/ 3.8 7.6/ 7.6 3.3/ 3.3 4.7/ 5.2 6.8/ 6.8 3.3/ 3.4 8.2/ 8.2 Seyco Joist Co, Page 6 V2.2.1.0 Page 74 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: - Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Location Web Slope 00 -Li ii 51.21 Ui -Li Vi 19.75 02 -Li Cl 31.26 02 -L3 T2 46.25 03 -L3 V2 0.00 04 -*L3 C2 46.25 04 -LS T3 46.25 U5 -LS V2 0.00 06 -[.5 C3 46.25 U6 -Li T4 46.25 U7 -[.7 V2 0.00 U8 -Li C4 46.25 U8 -[.9 TS 46.25 09 -L9 V2 0.00 U10 -[.9 C5 46.25 010 -Lii T6 46.25 Oil -Lii V2 0.00 012 -Lii C6 46.25 012 -[.13 Ti 46.25 013 -1,13 V2 0.00 014 -L13 C? 46.25 U14 -Li5 TO 46.25 015 -1,15 V2 0.00 U16 -[.15 T9 46.25 016 -[.17 CO 46.25 017 -Li? V2 0.00 U18 -Lii T10 46.25 U18 -[.18 V3 26.39 U18 -[.19 C9 46.25 U19 -[.19 V2 0.00 U20 -[.19 Til 46.25 U20 -L21 CIO 31.26 021 -1,21 Vi 19.75 022 -1,21 T12 51.27 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 61.21 2-L 1.50x188 1.057 0.293z 11945 19093 31719 40.69 1-L 1.25x125 0.297 0.246z 524 556 8906 44.80 1-b 2.00x230 0.867 0.392z 5583 6531 26013 55.37 1-b 2.00x156 0.600 0.396z 10306 14903 17990 38.29 i-b 1.25xi09 0.261 0.247z 590 590 7819 55.31 2-L 1.50x155 0.882 0.295z 4425 6399 26459 55.37 1-L 2.00x125 0.484 0.398z 8513 12311 14531 38.29 1-L 1.25x109 0.261 0.247z 590 590 7819 55.37 1-b 2.00x230 0.867 0.392z 3245 4693 26013 55.37 1-b 1.50x180 0.529 0.293z 6721 9719 15860 38.29 1-b 1.251Q9 0.261 0.247z 590 590 7819 55.37 1-b 2.00x176 0.673 0.394z 2065 2986 20191 55.37 1-b 1.50x109 0.315 0.297z 5014 7251 9454 38.29 1-b 1.25x109 0.261 0.247z 590 590 7819 55.37 1-L 2.00x125 0.484 0.398z 885 1280 14531 55.37 1-b 1.25x109 0.261 0.247z 3477 5028 7819 38.29 1-b 1.25x109 0.261 0.247z 590 590 7819 55.37 1-b 2.00x125 0.484 0.398z 0 0 14531 55.37 1-L 1.25x109 0.261 0.247z 3471 5028 7819 38.29 1-b 1.25x109 0.261 0,247z 590 590 7819 55.37 l-L 2.00x125 0.484 0.398z 984 1423 14531 55.37 1-L 1.50x125 0.359 0.296z 3477 5028 10781 38.29 1-b 1.25x109 0.261 0.247z 590 590 7819 55.37 1-L 1.50x188 0.529 0.293z 3477 5028 15860 55.37 1-L 2.00x125 0.484 0.398z 3245 4693 14531 38.29 l-L 1.25x109 0.261 0.247z 590 590 7819 55.37 1-b 2.00x125 0.484 0.3982 4569 6607 14531 42.75 1-1. 1.50x155 0.441 0.295z 11100 12391 13229 55.37 2-b 2.00x156 1.199 0.396z 4425 6399 35980 38.29 1-L 1.25U09 0.261 0.247z 590 590 7819 55.37 1-b 2.00x217 0.821 0.392z 16623 24038 24627 44.80 2-L 1.50x188 1.057 0.2932 5583 6531 31719 40.69 1-L 1.25x125 0.297 0.246z 524 556 8906 61.21 2-L 1.50x188 1.057 0.293z 18166 29036 31719 Compressive Shear Force Allow The lbs lbs 6107 9761 10941 2373 2521 2782 11171 13069 13854 5015 7252 7916 2550 2550 2893 9409 13607 13873 3835 5546 6230 2641 2641 2893 7617 11015 11442 2655 3839 3972 2712 2712 2893 5859 8473 8941 1475 2133 2430 2763 2763 2893 4170 6029 6230 295 427 1383 2793 2793 2893 3477 5028 6230 87 126 1383 2804 2804 2893 3477 5028 6230 1880 2719 2753 2794 2794 2893 2655 3839 3972 3673 5311 6230 2769 2769 2893 3835 5546 6230 0 0 5566 15778 22817 24062 2640 2640 2893 5015 7252 10857 17439 20402 20709 2410 2560 2782 6106 9761 10941 Seyco Joist Co, Page 1 V2.2.1.0 Page 75 of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASO. J8 1 - 40L11248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 3' 1.750 49.750 Opp 6.000 8.000 Y E 1' 1.750 2 3' 1.750 49.750 Uniform Live load 112 it/ft full length Uniform NtUp load -177 #Ift full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 It/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500it AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 54 110 571 10 L18 1 1 4 SJI, Dead See bridging clip location schedule. end loads: SJI Nt1Jp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 40.000 in Deep 862.000 in Design length 3477 It Minimum Shear 38.293 in Effective Depth 2362 in4 Ix 0 iri4 Minimum Ix 34.000 in Clear Depth L/ 880 Live Defi L/ 243 SJI Defi 3173283 in-#Moment 1.000 in Chord gap 2.150 in Camber 80.000 in Interior Panel 34.000 in Left end 34.000 in Right end 11 Web Vees 12379 It SJI reaction 18435 It SJI reaction 1840 It Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Def 1 Top Chord: 2-L 3.00x281 Bridg < 279" Ix= 2.756 Center: L = 40.000 10th: L = 40.000 Tag end panl: L = 34.000 First point: Chord shear: V = 11171 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -82869 Pnx/Q= -89300 P = -74629 Pnz/n= -79849 P = -14895 Pnx/n= -75678 P = -14895 Pn/ = -96422 C = 32000 fv = 6626 Fy = 50000 Ry = 1.640 N = 1378 N = 1673 N = 2627 fc = 9956 Q = 1.000 Rz = 0.591 6 Fillers No Fillers No Filler £ = 8287 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x281 Ix= 2.756 Center: L = 80.000 Chord shear: V = 11945 3.00x281 Weld 2.61" 3.00x281 Weld 4.07" A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = 82407 Pn/C = 96422 T = 21364 fv = 7085 Fy = 50000 Q = 1.000 Ry=1.640 Rz=0.591 ft = 6647 £ = 7826 '4 Seyco Joist Co, Page 2 V2.2.1.0 Page 76of 122 Job #S708-17 - By RG 11:43 Entered 09/29/17 Revised 11/18/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J8 1 - 40LH248/112/-177 x 72' 2.000 Special Crimped angle Parallel chord Longspan Web Angl Lngth Shear Force T 1 51.3 61.2 11945 19093 2L V 1 19.8 40.7 -2373 -2521 1L C 1 31.3 44.8-11171 -13069 1L P 2 46.2 55.4 10306 14903 1L V 2 0.0 38.3 -2550 -2550 1L C 2 46.2 55.4 -9409 -13607 2L T 3 46.2 55.4 8513 12311 1L V 3 0.0 38.3 -2641 -2641 1L C 3 46.2 55.4 -7617 -11015 1L T 4 46.2 55.4 6721 9719 1L V 4 0.0 38.3 -2712 -2712 1L C 4 46.2 55.4 -5859 -8473 1L T 5 46.2 55.4 5014 7251 1L V 5 0.0 38.3 -2763 -2763 1L C 5 46.2 55.4 -4170 -6029 1L P 6 46.2 55.4 3477 5028 1L V 6 0.0 38.3 -2793 -2793 1L Member Area B. Pn/Q Weld T-AvlW-B 1.50x188 1.057 0.457x 31719 3.4 8.2/ 8.2 1.25x125 0.297 0.246z -2782 0.7 3.3/ 3.4 2.00x230 0.867 0.392z -13854 1.9 4.1/ 4.4 2.00x156 0.600 0.396z 17990 3.2 4.7/ 5.2 1.25x109 0.261 0.247z -2893 0.8 3.3/ 3.3 1.50x155 0.882 0.461x -13873 3.0 7.6/ 7.6 2.00x125 0.484 0.398z 14531 3.3 4.7/ 5,2 1.25x109 0.261 0.247z -2893 0.8 3.3/ 3.3 2.00x230 0.867 0.392z -11442 1.6 4.7/ 5.2 1.50x188 0.529 0.293z 15860 1.7 4.2/ 4.7 1.25x109 0.261 0.247z -2893 0.8 3.3/ 3.3 2.00x176 0.673 0.394z -8941 1.6 4.7/ 5.2 1.50x109 0.315 0.297z 9454 2.2 4.2/ 4.7 1.25x109 0.261 0.247z -2893 0.9 3.3/ 3.3 2.00x125 0.484 0.398z -6230 1.6 4.7/ 5.2 1.25x109 0.261 0.247z 7819 1.6 3.9/ 4.4 1.25x109 0.261 0.247z -2893 0.9 3.3/ 3.3 Met Uplift: Top Chord Center: P = 34544 Pn/C = 96422 Bot Chord Center: P = -33003 Prix/Q= -558705 Fillers end Web Diagonal: P = -9761 Pnx/Q= -10941 4 4 Job 4S708-17 VIASAT 12 COLD STORAGE Mark J8 1 - 40L5248/112/-177 x 72'2 Chord gap = 1 Camber = 2-1/8 Paint Gray Bridging: Top: 3 SJI, 11 SSR Bottom: 5 SJI, 5 1stPP, 4 Spaced 1840# Each Length Hole-to-Hole = 721 1-3/4 See bridging clip location schedule. Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j... 300x281 731 4-3/4 (2) 2 BC j.. 3.00x281 651 10-1/2 (2) 2 TB .j. 3.00x281 0'7 (2) 2 OB j.. 3.00x281 17-3/4 (1) 1 A U 2.00x230 41 5-1/4 (1) 1 B j 2.00x230 31 7-1/4 (1) 1 C U) 2.00x217 4'5-1/4 (1) 1 0 U) 2.00x176 4'5-1/4 (1) 1 E u 2.00x156 41 5-1/4 (5) 5 E' ci 2.00x125 41 5-1/4 (1) 1 G U 2.00x125 41 4-1/4 (2) 2 H 1) 1.50x188 415_3/4 (1) 1 I j 1.50x155 3'6-1/8 (1) 1 J 1,) 1.50x125 4'5-3/4 (1) 1 K U) 1-50x109 45-3/4 (2) 2 L tj 1.25x125 31 4-1/2 (2) 2 M ij 1.25x109 4'6 (9) 9 N j 1.25x109 31 3-1/2 (2) 2 0 j. 2.00x156 41 5-1/2 (4) 4 P .j. 1.50x188 51-1/4 (2) 2 Q j_ 1.50x188 31 7-7/8 (2) 2 R j. 1.50x155 4'6 (6) 6 TC fillers Sheet of. V2.2.1.0 11/J8 rag End Bearing: (5) 5 BC fillers Opposite End Bearing: 6 Long + 01 1 type B TCX = 01 7 6 Long + 111_3/4 type E TCX = 117-3/4 3 Deep 8 Deep o1d 2 bottom angle back 31 2-3/4(BCX) Hold 2 bottom angle back 41 3-1/2(ECx) -13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 0'3 72'l 612 121 10 191 6 261 2 32'10 391 6 461 2 521 10 591 6 661 2 31 1 9!6 162 22t10 29'6 361 2 42'].O 491 6 561 2 62 10 691 3 x x X- x/ x NA 1 \I'x A A I' i- L N A N A N Al Al N N N N LI731 0-3/4 EI 0 il C P\/B E/ F\ / H\ K\/ 2 2 2 2 M\ SII1 J 12 2 \\J// 2 H F\ 5 /( \k1 \,,P ; 41 2 4 3 4 2 2 2 3 2 2 4 4 J6 161 2 291 6 42110 56'2 621 10 69'1-1/4 3123/4 91 6 221 10 361 2 491 6 5711 6811-1/4 §yco Joist Co, Page 1 V2.2.1.0 Page 78 of 122 Job #3708-17 - By HG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36L11248/112/-174 x 65* 1.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 2' 8.750 44.750 Opp 6.000 8.000 Y H 1' 1.750 2 2' 8.750 44.750 Uniform Live load 112 #/ft full length Uniform NtUp load -174 4/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 4/ft full length SJI 15004 AddLoad on Top chord at panel points. Dead 15004 AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 501 10 501 10 L17 SJI, Dead 14 13 See bridging clip location schedule. Top chord panels: (in) 1030.00 1036.50 14036.00 1039.50 1032.50 2036.00 1@32.25 1034.25 Bot chord panels: (in) Ep=44.75 1057.75 6072.00 1075.50 1068.50 1057.75 Ep=44 .75 36.000 in Deep 777.000 in Design length 3257 4 Minimum Shear 34.293 in Effective Depth 1895.373 md Ix 0.00 in4 Minimum Ix 30.000 in Clear Depth L/ 964 Live Defl L/ 248 SJI Defi 2796423 in-#Moment 1.000 in Chord gap 1.747 in Camber 1648 4 Total weight 18.000 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis ±/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 11704 -5633 8078 3626 0 0 0 0 Pounds Right end reactions: 17354 -5633 13728 3626 0 0 0 0 Pounds Seyco Joist Co, Page 2 \/2.2.1.0 Paae 79 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36L5248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Top bridging rows: 2 per SJI 9 if deck provides no lateral support. Sot bridging rows: 5 per SJI 5 starting at first BC panel point. 3 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 800f 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LR248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 10624 P = 30688 fv = 6301 fc = 9548 f = 7905 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction in In lbs lbs in-$t ______ psi psi psi gaLtj Axial Bend gpit Eccen 11-0 36.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 6169 14127 937 47.4z 25455 313051 127381 0.095 0.173 0.010 0.183 U-1 36.00 6769 14127 2177 30000 0.093 0.147 0.057 0.203 0.00 36.50 6568 13840 1205 46.3z 22692 184224 74961 0.099 0.190 0.013 0.203 11-2 36.00 14374 30688 2297 30000 0.173 0.318 0.060 0.395 1.95 36.00 14374 30688 1092 45.7z 25750 336669 77057 0.177 0.371 0.010 0.381 11-3 36.00 14374 30688 2214 30000 0.172 0.310 0.057 0.376 0.00 36.00 14374 30688 1122 45.7z 25750 336669 77057 0.178 0.371 0.011 0.381 U-4 36.00 22046 48232 2237 30000 0.252 0.500 0.058 0.558 1.36 36.00 22046 48232 1114 45.7z 25750 336669 77057 0.258 0.563 0.011 0.594 11-5 36.00 22046 48232 2231 30000 0.252 0.500 0.058 0.558 0.00 36.00 22046 48232 1116 45.7z 25750 336669 17057 0.258 0.583 0.011 0.594 11-6 36.00 27525 62069 2232 30000 0.309 0.644 0.058 0.702 1.38 36.00 27525 62069 1116 45.7z 25750 336669 77057 0.314 0.750 0.011 0.761 11-7 36.00 27525 62069 2232 30000 0.309 0.644 0.058 0.702 0.00 36.00 27525 62069 1116 45.7z 25750 336669 77057 0.314 0.750 0.011 0.761 U-8 36.00 30813 72197 2232 30000 0.343 0.749 0.058 0.807 1.35 36.00 30813 72197 1116 45.7z 25750 336669 77057 0.349 0.872 0.011 0.883 11-9 36.00 30813 72197 2232 30000 0.343 0.749 0.058 0.807 0.00 36.00 30813 72197 1116 45.7a 25750 336669 77057 0.349 0.872 0.011 0.803 11-10 36.00 31909 78618 2232 30000 0.354 0.815 0.058 0.873 1.36 36.00 31909 78618 1116 45.1z 25750 336669 77057 0.360 0.950 0.011 0.961 U-11 36.00 31909 78618 2232 30000 0.354 0.815 0.058 0.873 0.00 36.00 31909 78618 1115 45.7z 25750 336669 77057 0.360 0.950 0.011 0.961 11-12 36.00 31909 81330 2234 30000 0.354 0.043 0.058 0.901 1.26 36.00 30013 81330 1118 45.7z 25750 336669 77057 0.349 0.983 0.011 0.994 U-13 36.00 30813 81330 2225 30000 0.343 0.843 0.058 0.901 0.00 36.00 30813 81330 1107 45.7z 25750 336669 77057 0.348 0.983 0.011 0.994 11-14 36.00 30813 81330 2258 30000 0.343 0.843 0.059 0.902 1.30 36.00 27525 80915 1151 45.7z 25750 336669 77057 0.315 0.978 0.011 0.989 11-15 36.00 27525 80915 2136 30000 0.308 0.839 0.055 0.895 0.00 36.00 27525 80915 984 45.7z 25750 336669 77057 0.311 0.978 0.010 0.987 11-16 36.00 27525 80915 2592 30000 0.312 0.839 0.067 0.906 1.26 39.50 21723 76720 1580 50.2z 24960 279650 64007 0.266 0.956 0.016 0.972 0-17 36.00 21123 76720 2309 30000 0.249 0.796 0.060 0.856 0.00 32.50 21723 76720 638 41.3z 26488 413087 94548 0.242 0.901 0.006 0.907 U-18 36.00 21723 76720 1813 30000 0.245 0.796 0.049 0.844 1.46 36.00 14374 47973 1206 45.7z 25750 336669 77057 0.180 0.580 0.012 0.591 11-19 36.00 14374 47973 2411 30000 0.174 0.498 0.063 0.560 0.00 36.00 14374 47973 1205 45.7r 25750 336669 77057 0.180 0.580 0.012 0.591 11-20 36.00 14374 47973 1876 30000 0.168 0.498 0.049 0.615 1.68 32.25 6588 21185 640 40.9z 24125 235978 96020 0.085 0.273 0.006 0.279 U-21 36.00 6731 21375 2218 30000 0.093 0.222 0.058 0.279 0.00 32.25 6731 21375 1578 54.6z 24125 235978 96020 0.111 0.276 0.015 0.291 U-22 36.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 81 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Top Chord, continued 'Faq end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y 4.00 Ix = 69.15 St 17.29 Sb 17.29 type "E" 0' 1.000 long. 93 fb-= 5 Total defl = 0.0000 Live defl = 0.0000 OPD end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St 17.29 Sb 17.29 type "E" 1' 1.750 long. = 2563 fb- = 148 Total defl = 0.0001 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page 82of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36L11248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.45" Opposite End 3.00x281 Weld 3.82" Bot Chord: 2-1, 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11332 p = 20526 fv = 6721 fc = 6386 f = 7441 0 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Fex F'ez Bend Interaction In in lbs lbs in-# psi psi psi Unity Axial Bend Unity Eccen -c- -I 0.00 0 0 0 30000 0.312 0.000 0.000 0.000 0.62 57.75 20526 9716 0 88.0z 17032 90854 29944 0.213 0.177 0.000 0.177 0.00 39924 18484 0 30000 0.425 0.192 0.000 0.192 0.73 72.00 39924 18484 0 109.7z 12444 58450 19264 0.414 0.462 0.000 0.462 L-5 0.00 55614 25060 0 30000 0.577 0.260 0.000 0.260 0.63 72.00 55614 25060 0 109.7z 12444 58450 19264 0.577 0.627 0.000 0.627 L-7 0.00 67596 29443 ' 30000 0.701 0.305 0.000 0.305 0.80 72.00 67596 29443 0 109.7r 12444 58450 19264 0.701 0.736 0.000 0.736 L-9 0.00 75871 31635 0 30000 0.787 0.328 0.000 0.328 0.84 72.00 75871 31635 0 109.7z 12444 58450 19264 0.787 0.791 0.000 0.791 L-11 0.00 80437 31635 0 30000 0.834 0.328 0.000 0.328 0.94 72.00 80437 31635 0 109.7z 12444 58450 19264 0.834 0.791 0.000 0.791 L-13 0.00 81546 31635 0 30000 0.846 0.326 0.000 0.328 0.94 72.00 81546 29443 0 109.7z 12444 58450 19264 0.846 0.736 0.000 0.736 L-15 0.00 81546 29443 30000 0.846 0.305 0.000 0.305 0.90 75.50 79400 25060 115.0z 11381 53156 17520 0.823 0.685 0.000 0.685 L-17 0.00 79400 25060 0 30000 0.823 0.260 0.000 0.260 0.78 68.50 63480 16484 0 104.4z 13528 64575 21283 0.658 0.425 0.000 0.425 L-19 0.00 63480 18484 30000 0.680 0.192 0.000 0.192 0.38 57.75 31581 9716 0 68.0z 17032 90854 29944 0.328 0.177 0.000 0.177 L-21 0.00 0 0 0 30000 0.565 0.000 0.000 0.000 0.31 Weld Thick x Length .19x3.2 .11x0.8 .22x2.0 .13x3.8 .lix0.8 .23x1.9 .19x2.1 .11x0.8 .l9xi.9 .13x2.6 .11x0.8 .16x1.8 .13x2.0 .11xo.8 .13x1.7 .ilxl.6 .11x0.8 .19x0.8 .11xl.5 .11x0.8 19x0 • 8 llxl • 5 .i1x0.8 19x0 .8 .14x1.2 .11x0.8 .18x3.8 14 x5. 1 .11x0.8 .20x3.8 .19x3.5 .11x0.8 .19x4.9 Available Weld (in) Top/Bottm 8.2/ 8.2 3.3/ 3.5 4.2/ 4.4 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.7/ 5.2 4.2/ 4.7 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.2/ 4.7 3.9/ 4.4 3.3/ 3.3 4.2/ 4.7 4.2/ 4.7 3.3/ 3.3 4.2/ 4.7 4.6/ 5.2 3.3/ 3.3 4.5/ 5.0 7.6/ 7.6 3.3/ 3.3 4.7/ 5.2 6.8/ 6.8 3.3/ 3.4 8.2/ 8.2 Seyco Joist Co, Page 6 V2.2.1.0 Page 83 of 122 Job #S708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J9 1 - 36L1-1248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Location Web Slope 00 -Li Ti 51.26 01 -Li Vi 23.27 02 -Li Cl 32.38 02 -1.3 T2 46.39 03 -L3 V2 0.00 U4 -LI C2 46.39 U4 -1.5 T3 46.39 05 -1.5 V2 0.00 U6 -LS C3 46.39 06 -L7 T4 46.39 07 -L7 V2 0.00 08 -1.7 C4 46.39 08 -L9 T5 46.39 09 -1.9 •V2 0.00 010 -L9 CS 46.39 010 -Lii T6 46.39 011 -Lii V2 0.00 012 -Lii C6 46.39 012 -1,13 Ti 46.39 013 -1.13 V2 0.00 U14 -L13 C7 46.39 U14 -L1S T8 46.39 015 -1.15 V2 0.00 016 -L15 CR 46.39 U16 -Lii C9 49.04 017 -Lii V2 0.00 U18 -Lii P9 43.46 018 -L19 CIO 46.39 019 -1.19 V2 0.00 020 -1,19 PlO 46.39 020 -1,21 Cli 32.38 021 -1,21 V3 17.02 022 -1,21 P11 51.26 Tensile Length Area R Shear Force Allow in Wember 1n2 in lbs lbs lbs 54.80 2-1. 1.50x188 iTT ffz 11332 18110 31719 37.33 1-L i.25x109 0.261 0.247z 468 509 7819 40.61 l-L 2.00x217 0.821 0.392z 4963 5877 24627 49.72 1-L 2.00x125 0.484 0.398z 9805 14216 14531 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 2.00x230 0.867 0.392z 3915 5676 26013 49.72 1-L 1.50x188 0.529 0.293z 8178 11857 15B60 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 2.00x168 0.717 0.394z 2811 4163 21500 49.72 1-1, 1.50x125 0.359 0.296z 6576 9534 10781 34.29 1-1. 1.25x109 0.261 0.247z 522 522 7819 49.72 1-1. 2.00x156 0.600 0.396z 1827 2649 17990 49.72 1-L 1.25x125 0.297 0.246z 5041 7308 8906 34.29 1-1. 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 2.00x125 0.484 0.398z 783 1135 14531 49.72 1-1. 1.25x109 0.261 0.247r 3505 5082 7819 34.29 1-1, 1.25x109 0.261 0.247z 522 522 7819 49.72 1L 1.50x188 0.529 0.293z 0 0 15860 49.72 1-1, 1.25x109 0.261 0.247z 3257 4723 7819 34.29 1-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-1. 1.50x188 0.529 0.293z 574 832 15860 49.72 1-L 1.50x109 0.315 0.297z 3257 4723 9454 34.29 l-L 1.25x109 0.261 0.247z 522 522 7819 49.72 1-L 1.50x188 0.529 0.293z 2201 3191 15860 52.31 1-1. 1.75x143 0.480 0.346z 2896 4418 14402 34.29 1-1, 1.25x109 0.261 0.247z 522 522 7819 47.25 1-L 2.00x176 0.673 0.394z 14254 19639 20191 49.72 2-1, 2.O0143 1.103 0.396z 3915 .5676 33093 34.29 1-1. 1.25x109 0.261 0.247z 522 522 7819 49.72 1-1, 2.00x205 0.778 0.393z 15749 22633 23339 40.61 2-1. 1.50x188 1.057 0.293z 4932 5840 31719 35.86 1-L 1.25109 0.261 0.247z 468 489 7819 54.80 2-L l.50x188 1.057 0.293z 17146 27402 31719 Compressive Shear Force Allow lbs lbs lbs 5430 8678 13514 2305 2510 2597 10624 12580 13699 4437 6433 7088 2466 2466 3511 8992 13036 13417 3393 4919 4927 2554 2554 3511 7365 10677 11160 2349 3406 3415 2623 2623 3511 5808 8421 9161 1305 1892 1942 2674 2674 3511 4273 6195 7088 261 378 1716 2706 2706 3511 3257 4723 4927 0 0 1716 2719 2719 3511 3257 4723 4927 1387 2012 3014 2717 2717 3511 3257 4723 4927 3257 4969 5595 2696 2696 3511 3418 4710 11100 14981 21720 22951 2553 2553 3511 4437 6433 12081 16480 19516 22345 2343 2450 2706 5399 8629 16758 Seyco Joist Co, Page 1 V2.2.1.0 Page 84 of 122 Job #S708-17 -.By BC 11:14 Entered 09/29/17 Revised 11/21/IT Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASO. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 2' 8.750 44,750 Opp 6.000 8.000 Y E 1' 1.750 2 2' 8.750 44.750 Uniform Live load 112 #/ft full length Uniform Ntup load -174 4t/ft full length Uniform SJI load 248 #/ft full length Uniform Dead load 136 11/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spg4 Location Point Type 10000 54 '10 50'10 L17 1 1 3 SJI, Dead See bridging clip location schedule, end loads: 5,11 Ntup Dead Live Wind Seis +/-W +/-E Left TC axial load: 0,0 0.0 0.0 0.0 0.0 5,0 0.0 0.0 Kips Right TC axial load: 0,0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 36.000 in Deep 777.000 in Design length 3257 # Minimum Shear 34.293 in Effective Depth 1895 in4 Ix 0 in4 Minimum Ix 30.000 in Clear Depth L/ 964 Live Defi L/ 248 SJI Defi 2796423 in-#Moment 1.000 in Chord gap 1.747 in Camber 72.000 in Interior Panel 28.000 in Left end 32.250 in Right end 11 Web Vees 11704 # SJI reaction 17354 # SJI reaction 1648 # Total weight 0.000 in Tag TCX Defl 0.000 in app TCX Def 1 Top Chord: 2-L 3.00x281 Bridg < 279" Ix= 2.756 Center: L = 36.000 Tag end pani: L = 28.000 First point: Opp end pani: L = 32.250 Last point: Chord shear: V = 10624 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x281 Ix= 2.756 Center: L = 72.000 Chord shear: V = 11332 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 P = -81330 Pnz/ø= -82762 M = 1118 No Fillers P = -14127 Pnx/Q= -81814 M = 937 No Filler P = -14127 Pn/n = -96422 H = 2177 P = -21375 Pnx/=. -77540 H = 1578 No Filler P = -21375 Pn/n = -86780 N = 2218 C = 30688 fv 6301 fc = 9548 f = 7905 3.00x281 Weld 2.45" 3.00x281 Weld 3.82" A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 P = 81546 Pn/ = 96422 T = 20526 fv = 6721 ft = 6386 f = 7441 Seyco Joist Co, Page 2 V2.2.1.0 Page 85 of 122 Job #8708-17 - By RG 11:14 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications .44th edition ASD. J9 1 - 36LH248/112/-174 x 65' 1.000 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force Member Area R PnLo Weld T-AvlW-B T 1 51.3 54.8 11332 18110 2L 1.50x188 1.057 0.457x 31719 3.2 8.2/ 8.2 V 1 23.3 37.3 -2305 -2510 1L 1.25x109 0.261 0.247z -2597 0.8 3.3/ 3.5 C 1 32,4 40.6-10624 -12580 1L 2.00x217 0.821 0.392z -13699 2.0 4.2/ 4.4 T 2 46.4 49.7 9805 14216 1L 2.00x125 0.484 0.398z 14531 3.8 4.7/ 5.2 V 2 0.0 34.3 -2466 -2466 1L 1.25x109 6.261 0.247z -3511 0.8 3.3/ 3.3 C 2 46.4 49,7 -8992 -13036 1L 2.00x230 0.867 0.392z -13417 1.9 4.7/ 5.2 T 3 46.4 49.7 8178 11857 1L 1.50x188 0.529 0.293z 15860 2.1 4.2/ 4.7 V 3 0.0 34.3 -2554 -2554 1L 1.25x109 0.261 0.247z -3511 08 3.3/ 33 C 3 46.4 49.7 -7365 -10677 1L 2.00x188 0.717 0.394z -11160 1.9 4.7/ 5,2 T 4 46.4 49.7 6576 9534 1L 1.50x125 0.359 0.296z 10781 2.6 4.2/ 4.7 V 4 0.0 34.3 -2623 -2623 1L 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 C 4 46.4 49.7 -5808 -8421 1L 2.00x156 0.600 0.396z -9161 1.8 4.7/ 5.2 T 5 46.4 49.7 5041 7308 1L 1.25x125 0.297 0.246z 8906 2.0 3.9/ 4.4 V 5 0.0 34.3 -2674 -2674 1L 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3,3 C 5 46.4 49.7 -4273 -6195 1L 2.00x125 0.484 0.398z -7088 1.7 4.7/ 5.2 T 6 46.4 49.7 3505 5082 1L 1,25x109 0.261 0.247z 7819 1.6 3.9/ 4.4 V 6 0.0 34.3 -2706 -2706 1L 1.25x109 0.261 0.247z -3511 0.8 3.3/ 3.3 Net Uplift: Top Chord Center: P = 30813 Pn/c = 96422 Bot Chord Center: P = -29443 Pnz/n= -32581 No Fillers end Web Diagonal: P = -8678 Pnx/Q= -13514 Job 4tS708-17 IASAT 12 COLD STORAGE Mark J9 1 - 36LH248/112/-174 x 651 1 :hord gap = 1 -amber = 1-11/16 Paint Gray Bridging: Top: 2 SJI, 9 SSR Bottom: 5 SJI, 5 1stPP, 3 Spaced 1648* Each Length Hole-to-Hole = 651 0-3/4 See bridging clip location schedule. rag End Bearing: 5 Long + 0T1 type E TCX = 0'7 B Deep bid 2 bottom angle back 21 9-3/4(BCX) J-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 O'3 Seyco Joist Co, Sheet o Shop Order V2.21.0 11/21 Quantity Material Length (2) 2 TC .j. 3.00x281 661 3-3/4 (2) 2 BC .j. 3.00x281 591 7-1/2 (2) 2 TB JL 3.00x281 017 (2) 2 OB j.. 3.00x281 11 7-3/4 (1) 1 A U 2.00x230 311-5/8 (1) 1 B j 2.00x217 313 (1) 1 C .j 2.00x205 3111-5/8 (1) 1 D tj 2.00x188 3'11-5/8 (1) 1 E j 2.00x176 31 9-1/8 (1) 1 F ci 2.00x156 3111_5/8 (2) 2 G U) 2.00x125 3111_5/8 (1) 1 H Li 1.75x143 41 2-3/8 (4) 4 I V 1.50x188 41 0-1/e (1) 1 J ij 1.50x125 41 0-1/8 (1) 1 ( U 1.50x109 41 0-1/8 (1) 1 L V 1.25x125 41 0-3/8 (2) 2 H ci 1.25x109 41 0-3/8 (1) 1 N U 1.25x109 31 1 (1) 1 0 L) 1.25x109 21 11-7/8 (9) 9 P u 1.25x109 21 11-1/2 (2) 2 Q .j_ 2.00x143 3111_7/8 (4) 4 R .j. 1.50x188 4'7 (2) 2 S j 1.50x188 31 3-5/8 Opposite End Bearing: 6 Long + 11 1-3/4 type B TCX 117_3/4 8 Deep Hold 2 bottom angle back 31 10-1/2(BCX) 0-13/16 x 1-1/2 slots, 4 Gage @ 11-1/2, 15-1/4 65'O 5'7-1/2 117-1/2 17'7-1/2 23'7-1/2 29 1 7_1/2 35'7-1/2 41'7-1/2 41'7-1/2 53'7-1/2 59'7-1/2 2T7 I 8'7-1/2 14'7-1/2 I 20'7-1/2 1 267-1/2 1 32'7-1/2 I 38'7-1/2 1 44'7-1/2 I 5011 I 56'7-1/2 I 62'3-3/4 C 1 00 ,E :' :'_ 11-0 3 9-3/4 1417_1/2 26'7-1/2 3817_1/2 50th 61'5-1/4 V9-3/4 8'7-1/2 2017_1/2 327-1/2 44'7-1/2 56'7-1/2 625-1/4 Seyco Joist Co, Page 1 V2.2.1.0 Page 87of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32L5264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 6.000 8.000 Y E 0' 1.000 2 2' 3.250 39.250 Opp 6.000 8.000 Y E 1' 1.750 2 2' 3.250 39.250 Uniform Live load 128 #/ft full length Uniform NtUp load -174 #/ft full length Uniform SJI load 264 #/ft full length Uniform Dead load 136 #/ft full length SJI 15004t AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type inrlrr. 439 ,,rt , .LUJVV 14 1 3-1/4 4. Lio SJI, Dead See bridging clip location schedule. Top chord panels:(in) 1030.00 1830.13 18032.00 1830.13 1830.00 Bot chord panels: (in) Ep=39.25 1052.88 6064.00 1848.88 1015.13 1064.00 1052.88 Ep39.25 32.000 in Deep 692.250 in Design length 3154 # Minimum Shear 30.293 in Effective Depth 1480.208 in4 Ix 0.00 in4 Minimum Ix 26.000 in Clear Depth L/ 932 Live Defi L/ 242 SJI Defi 2545369 in-#Moment 1.000 in Chord gap 1.387 in Camber 1483 # Total weight 16.000 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 ],.Oo 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0,53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0 -1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 11560 -5019 7868 3692 0. 0 0 0 Pounds Right end reactions: 16670 -5019 12978 3692 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2.2.1.0 Page 88of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Top bridging rows: 2 per SJI 9 if deck provides no lateral support. Bot bridging rows: 4 per SJI 4 starting at first BC panel point. 2 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Pa 89 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LF1264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Top Chord: 2-b 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 10486 P = 30861 fv = 6220 fc = 9602 f = 7857 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Rending No. Length Height Force Force Bend kl/r Stress F'ex Etez Bend Interaction - in in lbs lbs in-It psi psi psi MqjLy Axial Bend Mpity Eccen U-0 32.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 5922 13737 1211 47.4z 25455 313051 127381 0.093 0.168 0.013 0.181 U-1 32.00 5922 13737 1890 30000 0.081 0.142 0.049 0.192 0.00 30.13 5793 13541 697 38.2z 24804 270444 110044 0.078 0.110 0.007 0.117 U-2 32.00 12988 30861 1701 30000 0.152 0.320 0.044 0.393 1.75 32.00 12988 30861 1001 40.6z 26589 426097 97526 0.161 0.361 0.009 0.371 U-3 32.00 12988 30861 1923 30000 0.155 0.320 0.050 0.370 0.00 32.00 12988 30861 922 40.6z 26589 426097 97526 0.159 0.361 0.009 0.370 U-4 32.00 19850 48489 1865 30000 0.225 0.503 0.048 0.551 1.31 32.00 19850 48489 943 40.6z 26589 426097 97526 0.230 0.567 0.009 0.576 U-5 32.00 19850 48489 1881 30000 0.225 0.503 0.049 0.552 0.00 32.00 19850 48489 938 40.6z 26589 426097 97526 0.230 0.567 0.009 0.576 U-6 32.00 24751 62556 1876 30000 0.276 0.649 0.049 0,697 1.38 32.00 24751 62556 939 40.6z 26589 426097 97526 0.281 0.732 0.009 0.741 U-7 32.00 24751 62556 1878 30000 0.276 0.649 0.049 0.698 0.00 32.00 24751 62556 939 40.6z 26589 426097 97526 0.281 0.732 0.009 0.741 0-8 32.00 27692 73063 1877 30000 0.30? 0.758 0.049 0.806 1.35 32.00 27692 73063 939 40.6z 26589 426097 97526 0.312 0.855 0.009 0.664 0-9 32.00 27692 73063 1877 30000 0.307 0.756 0.049 0.806 0,00 32.00 27692 73063 939 40.6z 26589 426097 97526 0.312 0.855 0.009 0.864 0-10 32.00 28673 80008 1877 30000 0.317 0.830 0.049 0.879 1.27 32.00 28673 80008 939 40.6z 26589 426097 97526 0.322 0.936 0.009 0.945 0-11 32.00 28673 80008 1877 30000 0.317 0.830 0.049 0.879 0.00 32.00 28673 80008 939 40.6z 26589 426097 97526 0.322 0.936 0.009 0.945 0-12 32.00 28673 83394 1817 30000 0.317 0.865 0.049 0.914 1.22 32.00 27692 83394 939 40.6z 26589 426097 97526 0.312 0.976 0.009 0.985 0-13 32.00 27692 83394 1877 30000 0.307 0.665 0.049 0.914 0.00 32.00 27692 83394 939 40.6z 26589 426097 97526 0.312 0.976 0.009 0.985 U-14 32.00 27692 83867 1877 30000 0.301 0.870 0.049 0.919 1.21 32.00 24751 83867 939 40,6z 26589 426097 97526 0.281 0.981 0.009 0.991 0-15 32.00 24751 83867 1878 30000 0.276 0.870 0.049 0.919 0.00 32.00 24751 83867 939 40.6r 26589 426097 97526 0.281 0.981 0.009 0.991 0-16 32.00 24751 83867 1876 30000 0.276 0.870 0.049 0.918 1.23 32.00 19850 75629 938 40.6z 26589 426097 97526 0.230 0.885 0.009 0.894 U-17 32.00 19850 75629 1881 30000 0.225 0.784 0.049 0.833 0.00 32.00 19850 75629 943 40.6z 26589 426097 97526 0.230 0.885 0.009 0.894 0-18 32.00 19850 75629 1865 30000 0.225 0.784 0.048 0.833 1.27 32.00 12988 46597 922 40.6z 26589 426097 97526 0.159 0.545 0.009 0.554 0-49 32.00 12988 46597 1923 30000 0.155 0.483 0.050 0.533 0.00 32.00 12988 46597 1001 40,6z 26589 426097 97526 0.161 0.545 0.010 0.555 0-20 32.00 12988 46597 1707 30000 0.152 0.483 0.044 0.592 1.63 30.13 5793 20005 697 38.2z 24804 270444 110044 0.078 0.251 0.007 0.258 0-21 32.00 5922 20184 1890 30000 0.081 0.209 0.049 0.258 0.00 28.00 5922 20184 1211 47.4z 25455 313051 127381 0.093 0.247 0.011 0.258 0-22 32.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page9Oof 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Top Chord, continued Tag end top chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 type "ET' 0' 1.000 long. 99 fb-= 6 Total defl = 0.0000 Live defl = 0.0000 Opp end ton chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix 69.15 St = 17.29 Sb = 17.29 type "5" 1' 1.750 long. = 2729 fb- = 158 Total defl = 0.0001 Live defl = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Pa 91 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Speôifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.41" Opposite End 3.00x281 Weld 3.64" bot Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 11171 P = 20712 fv 6626 fc = 6444 f = 7368 1 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex FCz Bend Interaction in in lbs lbs 1n-# psi psi psi Unity Axial Bend Unity Eccen 0.00 0 0 0 30000 0.368 0.000 0.000 0.000 0.45 52.88 20712 8821 0 80.6z 18665 108379 35721 0.215 0.147 0.000 0.147 L-3 0.00 40120 16664 0 30000 0.425 0.173 0.000 0.173 0.82 64.00 40120 16664 0 97.5z 14968 73975 24381 0.416 0.346 0.000 0.346 L-5 0.00 55968 22546 0 30000 0.580 0.234 0.000 0.234 0.81 64.00 55968 22546 0 97.5z 14966 73975 24381 0.580 0.469 0.000 0.469 L-7 0.00 68254 26467 0 30000 0.708 0.274 0.000 0.274 0.79 64.00 68254 26467 0 97.5z 14968 73975 24381 0.708 0.550 0.000 0.550 L-9 0.00 76981 28427 0 30000 0.798 0.295 0.000 0.295 0.88 64.00 76981 28427 0 97.5z 14968 73975 24381 0.798 0.591 0.000 0.591 1.-11 0.00 82146 28427 0 30000 0.852 0.295 0.000 0.295 0.98 64.00 82146 28427 0 97.5z 14968 73975 24381 0.852 0.591 0.000 0.591 L-13 0.00 84026 28427 0 30000 0.871 0.295 0.000 0.295 0.97 64.00 84026 26467 0 97.5z 14968 73975 24381 0.871 0.550 0.000 0.550 L-15 0.00 84026 26467 0 30000 0.871 0.274 0.000 0.274 0.94 48.88 82865 22546 0 74.5z 20000 126845 41807 0.859 0.351 0.000 0.351 L-16 0.00 82865 22546 0 30000 0.859 0.234 0.000 0.234 0.00 15.13 81604 22546 0 23.Oz 28857 1324510 436545 0.846 0.243 0.000 0.243 L-17 0.00 81604 22546 0 30000 0.846 0.234 0.000 0.234 0.49 64.00 61534 16664 0 97,5z 14968 73975 24381 0.638 0.346 0.000 0.346 L.-19 0.00 61534 16664 0 30000 0.655 0.173 0.000 0.173 0.48 52.88 30817 8821 0 51.4x 24732 108379 35721 0.320 0.055 0.000 0.055 L-21 0.63 0 0 0 30000 0.543 0.000 0.000 0.000 0.28 Seyco Joist Co, Page 6 V2.2.1.0 Paae 92 of 122 Job #S708-17 - By RG 11:15 Entered 09/2 9/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32LH264/128/-174 x 581 0.250 Special Crimped angle Parallel chord Longspan Location Web Slope UO -Li Ti 50.88 Ui -Li Vi 16.98 02 -Li Cl 34.57 02 -L3 T2 46.57 03 -L3 V2 0.00 04 -L3 C2 46,57 04 -1.5 T3 46.57 US -1.5 V2 0.00 06 1.5 C3 46.57 06 -0 '['4 46.57 07 -Li V2 0.00 08 -Li Cd 46.57 U8 -1.9 TS 46.57 09 -1.9 V3 0.00 010 -L9 C5 46.57 010 -Lii T6 46.57 Ui1 -Lii V3 0.00 012 -Lii CG 46.57 012 -L13 '['7 46.57 013 -[.13 V3 0.00 U14 -L13 Cl 46.57 014 -L15 T8 46.57 015 -[.15 V3 0.00 016 -1.15 C8 46.57 U16 -L16 V4 29.12 016 -Lii C9 46.57 U17 -Lii V3 0.00 (318 -Lii T9 46.57 (J18 -1.19 C10 46.57 019 -L19 V2 0.00 (320 -1.19 T10 46.57 020 -L21 Cli 34.57 021 -[.21 Vi 16.98 U22 -[.21 111 50.88 Weld Thick x Length .25x3.8 lix0.7 20x2 .1 i9x2 .5 .13x0.7 20x2.1 .15x2.6 .i3x0.7 .17x2.2 .13x2.6 .13x0.7 14x2.0 .11x2.3 .11x0.8 14x1.5 lix?. 7 llxo.8 15x1 .0 .11xl.4 .lix0.8 14x1 .1 lix?. 4 ilx0 .8 .i4xl.i .15x2.8 19x3.4 llx0.8 18x3.8 .19x3.7 13x0.7 .20x3.6 .15x4.2 .11x0.7 .15x5.7 Tensile Length Area R - Shear Force Aliow in Member 1n2 in lbs lbs lbs 48.01 2-L 2.00x250 1.875 0.391z 11171 17705 56250 31.67 1-1. l.25x109 0.261 0.247z 421 441 7819 36.79 1-L 2.00x205 0.778 0.393z 4394 5331 23339 44.06 1-L 1.50x188 0.529 0.293z 9734 14159 15860 30.29 1-L 1.00x125 0.234 0.196z 464 464 7031 44.06 1-b 2.00x205 0.778 0.393z 3480 5062 23339 44.06 1-L 1.50455 0.441 0.295z 8187 11909 13229 30.29 1-L 1.00x125 0.234 0.196z 464 464 7031 44.06 1-L 2.00x166 0.636 0.395z 2552 3712 19093 44.06 1-L 1.50x125 0.359 0.296z 6665 9694 10781 30.29 1-1. 1.00x125 0.234 0.196z 464 464 7031 44.06 1-1.. 2.00x143 0.552 0.396z 1624 2362 16547 44.06 1-L 1.25x109 0.261 0.247z 5219 7592 7819 30.29 t-L 1.25x109 0.261 0.247z 464 464 7819 44.06 1-1. 1.75443 0.480 0.346z 696 1012 14402 44.06 1-1. 1.00x109 0.206 0.196z 3774 5490 6184 30.29 l-L 1.25x109 0.261 0.247z 464 464 7819 44.06 1-L 1.50x155 0.441 0.295z 0 0 13229 44.06 1-L 1.00x109 0.206 0.196z 3154 4587 6184 30.29 i-I. 1.25x109 0.261 0.247z 464 464 7819 44.06 1-1. 1.50x137 0.392 0.296z 204 296 11767 44.06 1-1. 1.25x109 0.261 0.247z 3154 4587 7819 30.29 1-L 1.25x109 0.261 0.247z 464 464 7819 44.06 1-i, 1.50x137 0.392 0.296z 1750 2546 11767 34.68 i-i. 1.50x155 0.441 0.295z 11100 12706 13229 44.06 2-L 1.50x188 1.057 0.293z 2552 3712 31719 30.29 1-b 1.25x109 0.261 0.247z 464 464 7819 44.06 1-b 2.00x176 0.673 0.394z 13629 19824 20191 44.06 2-L 1.50488 1.057 0.293z 3480 5062 31719 30.29 1-I. 1.00425 0.234 0.196z 464 464 7031 44.06 1-1. 2.00x205 0.778 0.393z 15074 21927 23339 36.79 2-b 1.50455 0.882 0.295z 4394 5337 26459 31.67 1-1. 1.25409 0.261 0.247z 421 441 7819 48.01 2-b 1.50x155 0.882 0.295z 16415 26016 26459 Compressive Shear Force Allow lbs lbs lbs 4816 7633 42707 2274 2378 3016 10486 12735 13268 3944 5737 6269 2422 2422 2615 8960 13034 13914 3016 4387 5273 2510 2510 2615 7414 10784 11208 2088 3037 4320 2580 2580 2615 5942 8643 9413 1160 1687 2185 2633 2633 4166 4497 6541 7261 232 337 1094 2668 2668 4166 3268 4154 5273 0 0 1094 2685 2685 4166 3154 4587 4713 977 1421 2185 2687 2687 4166 3154 4587 4713 0 0 7484 12906 18773 20998 2646 2646 4166 3016 4387 11969 14351 20876 20998 2501 2501 2615 3944 5737 13914 15777 19161 19898 2305 2410 3016 4816 7633 16284 Available Weld (In) Top/Botta 8.1/ 8.1 3.3/ 3.4 4.2/ 4.5 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 3.9/ 4.4 3.3/ 3.3 4.4/ 4.9 3.7/ 4.2 3.3/ 3.3 4.2/ 4.1 3.7/ 4.2 3.3/ 3.3 4.2/ 4.7 3.9/ 4.4 3.3/ 3.3 4.2/ 4.6 3.6/ 3.9 7.5/ 7.5 3.3/ 3.3 4.7/ 5.2 7.6/ 7.6 3.0/ 3.0 4.7/ 5.2 6.9/ 6.9 3.3/ 3.4 8.2/ 8.2 Seyco Joist Co, Page 1 V2.2.1.0 Page 93 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 1 - 32L11264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 2' 3.250 39.250 Opp 6.000 8.000 Y E 1' 1.750 2 2' 3.250 39.250 Uniform Live load 128 #/ft full length Uniform NtUp load -174 #/ft full length Uniform SJI load 264 41/ft full length Uniform Dead load 136 41/ft full length SJI 150041 AddLoad on Top chord at panel points. Dead 150041 AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 14'31/4 43'9 L16 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0,0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 32.000 in Deep 692.250 in Design length 3154 41 Minimum Shear 30.293 in Effective Depth 1480 in4 Ix 0 in4 Minimum Ix 26.000 in Clear Depth L/ 932 Live Defl L/ 242 SJI Defi 2545369 in-4Moment 1.000 in Chord gap 1.387 in Camber 64.000 in Interior Panel 28.000 in Left end 28.000 in Right end 11 Web Vees 11560 41 SJI reaction 16670 41 SJI reaction 1483 41 Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi Top Chord: 2-L 3.00x281 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 = 32.000 P = -83867 Pnz/n= -85459 M = 939 No Fillers Tag end panl: L = 28.000 P = -13737 Pnx/C= -81814 H = 1211 No Filler First point: P = -13737 Pn/n = -96422 H = 1890 Chord shear: V = 10486 C = 30861 fv 6220 fc = 9602 f = 7857 Bearing seats: Tag End 3.00x281 Weld 2.41" Opposite End 3.00x281 Weld 3.64" Hot Chord: 2-L 3.00x281 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 = 64.000 P = 84026 Pn/Q = 96422 Chord shear: V = 11171 T = 20712 fv = 6626 ft = 6444 f = 7368 Seyco Joist Co, Page 2 V2.2.1.0 Paae 94 of 122 Job #S708-17 - By RG 11:15 Entered 09/29/17 Revised 11/21/17' Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASO. J10 1 - 32LH264/128/-174 x 58' 0.250 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force Member Area R Pn/Q Weld T-AvlW-B T 1 50,9 48.0 11171 17705 21, 2.00x250 1.875 0.609x 56250 3.8 81/ 8.1 V 1 17.0 31.7 -2274 -2378 1L 1.25x109 0.261 0.247z -3016 0.7 3.3/ 3,4 C 1 34.6 36.8-10486 -12735 1L 2.00x205 0.778 0.393z -13268 2.1 4.2/ 4.5 T 2 46.6 44.1 9734 14159 1L 1.50x188 0.529 0.293z 15860 2.5 4.2/ 4.7 V 2 0.0 30.3 -2422 -2422 lb 1.00x125 0.234 0.196z -2615 0,7 3.0/ 3.0 C 2 46.6 44.1 -8960 -13034 1L 2.00x205 0.778 0.393z -13914 2,1 4.7/ 5.2 T 3 46.6 44.1 8187 11909 1L 1.50x155 0.441 0.295z 13229 2.6 4.2/ 4.7 V 3 0.0 30.3 -2510 -2510 1L 1.00x125 0.234 0.196z -2615 0.7 3.0/ 3.0 C 3 46.6 44.1 -7414 -10784 1L 2.00x166 0.636 0.395z -11208 2.2 4.7/ 5.2 T 4 46.6 44.1 6665 9694 1L 1.50x125 0.359 0.296z 10781 2.6 4.2/ 4.7 V 4 0.0 30.3 -2580 -2580 lb 1.00x125 0.234 0.196z -2615 0.7 3.0/ 3.0 C 4 46.6 44.1 -5942 -8643 1L 2.00x143 0.552 0.396z -9413 2.0 4.7/ 5.2 T 5 46.6 44.1 5219 7592 1L 1.25x109 0.261 0.247z 7819 2.3 3.9/ 4.4 V 5 0.0 30.3 -2633 -2633 1L 1.25x109 0.261 0.247z -4166 0.8 3.3/ 3.3 C 5 46.6 44.1 -4497 -6541 1L 1.75x143 0.480 0.346z -7261 1.5 4.4/ 4.9 T 6 46.6 44.1 3774 5490 1L 1.00x109 0.206 0.196z 6184 1.7 3.7/ 4.2 V 6 0.0 30.3 -2668 -2668 lb 1.25x109 0.261 0.247z -4166 0.8 3.3/ 3.3 Net Uplift: Top Chord Center: P = 24751 Pn/0 = 96422 Bot Chord Center: P = -26467 Pnx/Q -679981 Fillers end Web Diagonal: P = -7633 Pnx/c= -42707 Job *S708-17 VIASAT 12 COLD STORAGE Mark J1O 1 - 32LH264/128/-174 x 581 0-1/4 Chord gap = 1 Camber = 1-3/8 Paint Gray Bridging: Top: 2 SJI, 9 SSP Bottom: 4 SJI, 4 1stPP, 2 Spaced 1483# Each Length Hole-to-Hole = 571 10-5/8 See bridging clip location schedule. Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC .j. 3.00x281 5913 (2) 2 BC j.. 3.00x281 531 5-3/4 (2) 2 TB j. 3.00x281 01 7 (2) 2 OB j_ 3.00x281 11 7-3/4 (2) 2 A U 2.00x205 3'6 (1) 1 B i.j 2.00x205 21 11-1/ (1) 1 C L.) 2.00x176 3'5-7/8(4) 4 (1) 1 D L,j 2.00x166 3T6 'j2) 2 (1) 1 E 1) 2.00x143 31 6 (1) (1) 1 F V 1.75x143 31 6-1/8 (1) 1 G L 1.50x188 31 6-1/2 (2) 2 H L 1.50x155 31 6-1/2 (1) 1 I Q 1.50x155 21 10 (1) 1 J U 1.50x137 31 6-3/8 (1) 1 K j 1.50x137 31 5-7/8 (1) 1 L j 1.50x125 31 6-1/2 (2) 2 N u 1.25x109 316-5/8 (2) 2 N V 1.25x109 21 7-5/8 (5) 5 0 U 1.25x1O 21 7-1/2 (2) 2 P j.. 2.00x250 31 11-3/4 (2) 2 Q j.. 1.50x188 31 6-3/4 (2) 2 R j.. 1.50x188 36-3/8 (2) 2 S j.. 1.50x155 41 0-1/8 Sheet of. V2.2.1.0 11/2 U L 1.00x125 2'7-1/2 V L 1.00x109 3'6-7/8 BC fillers Tag End Bearing: (2) 2 T -L 1.50x155 21 11-3/4 Opposite End Bearing: 6 Long + 0'1 type E TCX = 01 7 6 Long + 111-3/4 type E TCX = 11 7-3/4 8 Deep 8 Deep Hold 2 bottom angle back 21 4-1/4(BCX) Hold 2 bottom angle back 31 5(BCX) 0-13/16 x 1-1/2 slots, 4 Gage 8 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 12-7/8, 16-5/8 01 3 57'11-1/4 5i 1..1/8 10'5-1/8 15'9-118 21'1-1/8 261 5-1/8 311 9_1/8 371 1-1/8 421 5-1/8 471 9-1/8 531 1-1/8 21 7 I 7'9-1/9 13'l-1/8 181 5 1/8 23'9-1/8 291 1-1/8 34'5-i/8 39'9-1/8 45'1-1/8 50'5-1/8 55'7-l/4 AIA'IAIA'I 'I l I 11 A AIA°J M/C -- N 0 A /5 LB QA 2*2 \V 4*2 X56 43 33 33 32 32 2 22 3 4-1/4 13'1-1/8 23'91/8 34'5-l/8 43'lO 501 5-1/8 551 10 2 1 4-1/4 7'9-l/8 18'5-1!8 291 1-1/8 391 9-1/8 451 1-1/8 54110, Seyco Joist Co, Page 1 V2.2.1.0 Page 96 of 122 Job #S708-17 - By ASH 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28L11264/128/-174 x 50*11.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y E 1' 1.750 2 l'll.00O 35.000 Uniform Live load 128 #/ft full length Uniform NtUp load -174 */ft full length Uniform SJI load 264 #/ft full length Uniform Dead load 136 #/ft full length SJI 1500* AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 36 1 10 141 1-1/4 36'10 L16 SJI, Dead See bridging clip location schedule. Top chord panels: (in) 1030.00 1023.63 18828.00 1023.63 1030.00 Bot chord panels: (in) Ep=35.00 1@46.63 6856.00 1024.38 1031.63 1056.00 1046.63 Ep=35.00 28.000 in Deep 607.250 in Design length 2920 # Minimum Shear 26.304 in Effective Depth 1055.234 in4 Ix 0.00 in4 Minimum Ix 22.000 in Clear Depth LI 984 Live Defi L/ 231 SJI Defi 2254771 in-*Moment 1.000 in Chord gap 1.067 in Camber 1228 # Total weight 14.727 in Centroid Loading combinations SJI NtUp Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 0 1.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1,11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 o o 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 O 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0. 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 10934 -4403 7695 3239 0 0 0 0 Pounds Right end reactions: 15426 -4403 12187 3239 0 0 0 0 Pounds * Seyco Joist Co, Page 2 V2.2.1.0 Page 97 of 122 Job S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Top bridging rows: 2 per SJI 9 if deck provides no lateral support. Bot bridging rows: 4 per SJI 4 starting at first BC panel point, 2 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 98of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 50'11.250 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x281 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 Allowable tensile stress = 30000 Force = 96422 Chord shear: V = 9931 p = 29852 fv = 5890 fc = 9288 f = 7501 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend ki/r Stress F'ex F'ez Bend Interaction in in lbs lbs in-Ø psi psi psi Unity Axial Bend Eccen U-0 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 5269 13229 1344 47.4z 25455 313051 127381 0.090 0.162 0.014 0.176 U-1 28.00 5269 13229 1624 30000 0.071 0.137 0.042 0.179 0.00 23.63 5197 13121 181 30.0z 26689 439731 178927 0.059 0.153 0.002 0.155 U-2 28.00 11580 29852 1085 30000 0.131 0.310 0.028 0.375 1.74 28.00 11580 29852 848 35.6z 27352 556535 127381 0.142 0.340 0.008 0.347 11-3 28.00 11580 29852 1532 30000 0.136 0.310 0.040 0.349 0.00 28.00 11580 29852 684 35.6z 27352 556535 127381 0.138 0.340 0.006 0.346 U-4 28.00 17630 46957 1412 30000 0.197 0.487 0.037 0.524 1.38 28.00 17630 46957 728 35.6z 27352 556535 127381 0.202 0.534 0.007 0.541 U-5 28.00 17630 46957 1444 30000 0.198 0.487 0.037 0.524 0.00 28.00 17630 46957 716 35.6z 27352 556535 127381 0.201 0.534 0.007 0.541 11-6 28.00 21952 60850 1436 30000 0.242 0.631 0.037 0.668 1.38 28.00 21952 60850 719 35.6z 27352 556535 127381 0.246 0.692 0.007 0.699 11-7 28.00 21952 60850 1438 30000 0.243 0.631 0.037 0.668 0.00 28.00 21952 60050 719 35.6z 27352 556535 127381 0.246 0.692 0.007 0.699 U-8 28.00 24545 71531 1437 30000 0.269 0.742 0.037 0.779 1.35 28.00 24545 71531 719 35.6z 27352 556535 121381 0.273 0.814 0.007 0.821 11-9 28.00 24545 71531 1437 30000 0.269 0.742 0.037 0.779 0.00 28.00 24545 71531 719 35.6z 27352 556535 127381 0.273 0.814 0.007 0.821 11-10 28.00 25409 79153 1437 30000 0.218 0.821 0.037 0.858 1.21 ,28.00 25409 79153 719 35.6z 27352 556535 127381 0.282 0.900 0.007 0.907 17-11 28.00 25409 79153 1431 30000 0.278 0.821 0.037 0.858 0.00 28.00 - 25409 19153 719 35,6z 27352 556535 127381 0.282 0.900 0.007 0.907 U-12 28.00 25409 83961 1437 30000 0.278 0.871 0.037 0.908 1.22 28.00 24545 83961 719 35.6z 27352 556535 127381. 0.273 0.955 0.007 0.962 11-13 28.00 24545 83961 1437 30000 0.269 0.871 0.037 0.908 0.00 28.00 24545 83961 719 35.6z 27352 556535 127381 0.273 0.955 0.007 0.962 11-14 28.00 24545 85720 1437 30000 0.269 0.889 0.037 0.926 1.23 28.00 21952 85720 719 35.6z 27352 556535 127381 0.246 0.975 0.007 0.982 U-15 28.00 21952 85720 1438 30000 0.243 0.889 0.037 0.926 0.00 28.00 21952 85720 719 35.6z 27352 556535 127381 0.246 0.975 0.007 0.902 U-16 28.00 21952 85720 1436 30000 0.242 0.889 0.037 0.926 1.37 28.00 17630 71445 716 35.6z 27352 556535 127381 0.201 0.813 0.007 0.820 U-17 28.00 17630 71445 1444 30000 0.198 0.741 0.037 0.778 0.00 28.00 17630 71445 728 35.6z 27352 556535 127381 0.202 0.813 0.007 0.820 11-18 28.00 17630 71445 1412 30000 0.197 0.741 0.037 0.770 1.27 28.00 11580 44113 684 35.6z 27352 556535 127381 0.138 0.502 0.006 0.508 17-19 28.00 11580 44113 1532 30000 0.136 0.457 0.040 0.497 0.00 28.00 11580 44113 848 35.6z 27352 556535 127381 0.142 0.502 0.008 0.510 17-20 28.00 11580 44113 1085 30000 0.131 0.457 0.028 0.554 1.83 23.63 5197 18994 181 30.0z 26689 439731 178927 0.059 0.221 0.002 0.223 17-21 28.00 5269 19094 1624 30000 0.071 0.198 0.042 0.240 0.00 28.00 5269 19094 1344 47.4z 25455 313051 127381 0.090 0.233 0.013 0.246 U-22 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 99 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Top Chord, continued Tao end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 6.43 Y = 4.00 Ix = 69.15 St = 17.29 Sb 17.29 type "E" 0' 1.000 long. M-= 99 fb-= 6 Total defl = 0.0000 Live defi = 0.0000 Opp end too chord extension: Reinforced with 2- 3.00x281 Combined properties: A = 643 Y = 4.00 Ix = 69.15 St = 17.29 Sb = 17.29 type "E" 1' 1.750 long. = 2729 fb- = 158 Total defi = 0.0001 Live defi = 0.0000 Seyco Joist Co, Page 5 V2.2.1.0 Page l000f 122 Job #S708-17 - By ASH 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 50'11.250 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x281 Weld 2.26" Opposite End 3.00x281 Weld 3.35" Bot Chord: 2-L 3.00x250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Allowable tensile stress = 30000 Force = 86250 Chord shear: V = 10544 P = 20095 fv 7030 fc = 6989 f = 7850 1 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction in in lbs lbs i0-# psi psi psi !1S11 Axial Bend Unity Eccen L-1 0.00 0 0 0 30000 0.393 0.000 0.000 0.000 0.56 46.63 20095 7906 0 70.8z 20260 140693 46201 0.233 0.136 0.000 0.136 L-3 0.00 38806 14821 0 30000 0.458 0.172 0.000 0.112 0.80 56.00 38806 14821 0 85.1z 17333 97529 32027 0.450 0.297 0.000 0.297 L-5 0.00 54305 20007 0 30000 0.630 0.232 0.000 0.232 0.79 56.00 54305 20007 0 85.1z 17333 97529 32027 0.630 0.401 0.000 0.401 L-7 0.00 66592 23464 0 30000 0.772 0.272 0.000 0.272 0.71 56.00 66592 23464 0 85.12 17333 97529 32027 0.772 0.471 0.000 0.471 L-9 0.00 75668 25193 0 30000 0.877 0.292 0.000 0.292 0.92 56.00 75668 25193 0 85.1z 17333 97529 32027 0.877 0.506 0.000 0.506 L-11 0.00 81938 25193 0 30000 0.950 0.292 0.000 0.292 0.95 56.00 81938 25193 0 85.1z 17333 97529 32027 0.950 0.506 0.000 0.506 L-13 0.00 85221 25193 0 30000 0.988 0.292 0.000 0.292 0.95 56.00 85221 23464 0 85.1z 17333 97529 32027 0.988 0.471 0.000 0.471 L-15 0.00 85456 23464 0 30000 0.991 0.272 0.000 0.272 0.95 24.38 85456 20007 0 37.0z 26174 514778 169045 0.991 0.266 0.000 0.266 L-16 0.00 85456 20007 0 30000 0.991 0.232 _0_.0_00__0_.M2 0.00 31.63 76606 20007 0 48.Oz 24507 305807 100422 0.888 0.284 0.000 0.284 L-17 0.00 76606 20007 0 30000 0.888 0.232 0.000 0.232 0.74 56.00 58160 14821 0 85.1z 17333 97529 32027 0.674 0.297 0.000 0.297 L-19 0.00 58160 14821 0 30000 0.689 0.172 0.000 0.172 0.48 46.63 29303 7906 0 45.1x 24983 140693 46201 0.340 0.055 0.000 0.055 L-21 0.00 0 0 0 30000 0.568 0.000 0.000 0.000 0.57 Weld Thick x Length .15x3.7 .11xo.7 .20x2.0 .19x2.4 .11x0.7 .17x2.6 .14x2.8 .11x0.7 .16x2.3 .13x2.6 lixO , 8 .13x2.4 .11x2.4 .11x0.8 .19x1.2 .lixl.0 .11xO.8 .13x1.4 .Uxi.4 .11x0.8 ,llxl.3 .ilxl.3 .11x0.8 .11xl.3 .11x3.5 .2 5x2.4 .11x0.8 .17x3.8 .19x3.5 .11x0.7 .19x3.7 .25x2.4 .11x0.7 .15x5.3 Available Weld (in) Top/Bottm 8.3/ 8.3 3.0/ 3.1 4,2/ 4.5 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4,1 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 3.9/ 4.5 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 6.5/ 6.5 4.7/ 5.2 3.3/ 3.3 4.7/ 5.2 7.6/ 7.6 3.0/ 3.0 4.7/ 5.2 4.2/ 4.5 3.0/ 3.1 8.3/ 8.3 Seyco Joist Co, Page 6 V2.2.1.0 Page 101 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 - 28LH264/128/-174 x 50'11.250 Special Crimped angle Parallel chord Longspan Location Web Slope 00 -Li Ti 51.44 Ui -Li Vi 10.76 02 -Li Cl 35.30 U2 -L3 T2 46.79 03 -L3 V2 0.00 04 -L3 C2 46.79 U4 -LS T3 46.79 05 -LS V2 0.00 06 -LS C3 46.79 US -L7 TI 46.79 U? -Li V2 0.00 US -Li CI 46.79 U8 -1.9 T5 46.79 09 -1.9 V2 0.00 010 -L9 C5 46.79 010 -Lii T6 46.79 Ull -Lii V2 0.00 012 -Lii C6 46.79 012 -L13 Ti 46.79 U13 -1.13 V2 0.00 014 -1.13 Cl 46.79 U14 -1.15 T8 46.79 015 -1.15 V2 0.00 016 -L15 CS 46.79 016 -1,16 V3 7.65 01.6 -Lii C9 46,79 Oil -L17 VI 0.00 018 -Lii T9 46.79 018 -1.19 CIO 46.79 019 -1.19 V2 0.00 U20 -1.19 T10 46.79 020 -1.21 Cli 35.30 021 -1,21 VI 10.76 022 -1,21 Til 51.44 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 42.20 2-L 1.50x155 0.882 0.295z 10544 16917 26459 26.77 l-L i.00x109 0.206 0.1962 374 381 6184 32.23 l-L 2.00x205 0,778 0.393z 3825 4687 23339 36.42 1-1. i.50x188 0.529 0.293z 9294 13573 15860 26.30 1-L l.00x109 0.206 0.196z 406 406 6184 38.42 1-I. 2.00x166 0.636 0.395z 3045 4447 19093 38.42 1-1. l.50x137 0.392 0.296z 7923 11572 11767 26.30 i-L 1.00x109 0.206 0.196z 406 406 6184 38.42 1-L 2.00x156 0.600 0.396z 2233 3261 17990 38.42 l-L L.50x125 0.359 0.296z 6634 9688 10781 26.30 1-1. 1.00x109 0.206 0.196z 406 406 6184 38.42 1-1. 2.00x125 0.484 0.398z 1421 2075 14531 38.42 1-i. 1.25x109 0.261 0.2472 5351 7815 7819 26.30 1-1. i.00x109 0.206 0.196z 406 406 6184 38.42 1-L 1.50x188 0.529 0.2932 609 889 15860 38.42 1-1, i.00x109 0.206 0.196z 4068 5941 6184 26.30 1-L l.00x109 0.206 0.196z 406 406 6184 38.42 1-1. 1.50x125 0.359 0.296z 0 0 10781 38.42 1-1. i.00x109 0.206 0.196z 3208 4685 6184 26.30 1-1. i.00x109 0.206 0.196z 406 406 6184 38.42 1-1. i.50x109 0.315 0.297z 0 0 9454 30.42 1-L 1.00x109 0.206 0.196z 2920 4265 6184 26.30 1-L i.00x109 0.206 0.196z 406 406 6184 38.42 1-L 1,50i09 0.315 0.297z 1044 1525 9454 26.55 2-1. 1.25x109 0.521 0.24z 11100 11205 15637 38.42 i-L 2.00x250 0.938 0.391z 2233 3261 28125 26.30 1-1. 1.25409 0.261 0.247z 406 406 7819 38.42 l-L 2.00x166 0.636 0.395z 12767 18647 19093 38.42 2-1. 1.50488 1.057 0.293z 3045 4447 31719 26.30 l-L l.00x109 0.206 0.196z 406 406 6184 38.42 1-L 2.00x180 0.717 0.394z 14050 20520 21500 32.23 1-L 2.00x250 0.938 0.391z 3825 4687 28125 26.77 1-L 1.00x109 0.206 0.196z 374 381 6184 42.20 2-1. i.50x155 0.882 0.295z 15219 24417 26459 Compressive Shear Force Allow lbs lbs lbs 4200 6738 18185 2207 2247 2500 9931 12168 14120 3451 5040 7833 2336 2336 2952 8608 12573 12609 2639 3854 5861 2422 2422 2952 7275 10625 11701 1827 2668 5328 2491 2491 2952 5992 8752 8799 1015 1482 2874 2544 2544 2952 4709 6878 7833 203 296 1439 2582 2582 2952 3637 5312 5328 0 0 1439 2607 2607 2952 2920 4265 4593 359 525 1439 2615 2615 2952 2920 4265 4593 0 0 12425 12126 17710 18914 2544 2544 4836 2639 3854 12609 13409 19584 23182 2407 2407 2952 3451 5040 14535 14647 17947 19789 2236 2276 2500 4200 6738 18185 Syço Joist Co, Page 1 V2.2.1.0 Paae1O2of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. ill 1 28L11264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y E 1' 1.750 2 1111.000 35.000 Uniform Live load 128 It/ft full length Uniform NtUp load -174 It/ft full length Uniform SJI load 264 It/ft full length Uniform Dead load 136 It/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC cone loads: Load Spacin2 Location Point Type 10000 141 1-1/4 361 10 361 10 L16 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +I-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 [Ups Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 [Ups 28.000 in Deep 607.250 in Design length 2920 It Minimum Shear 26.304 in Effective Depth 1055 1n4 Ix 0 in4 Minimum Ix 22.000 in Clear Depth L/ 984 Live Defi L/ 231 SJI Defi 2254771 in-ItMoment 1.000 in Chord gap 1.067 in Camber 24.375 in Interior Panel 28.000 in Left end 28.000 in Right end 11 Web Vees 10934 It SJI reaction 15426 It SJI reaction 1228 It Total weight 0.000 in Tag TCX Defl 0.000 in Opp TCX Defi Top Chord: 2-L 3.00x281 Bridg < 279" Ix= 2.756 Center: L = 28.000 Tag end panl: L = 28.000 First point: Chord shear: V = 9931 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x250 Ix= 2.488 Center: L = 24.375 Chord shear: V = 10544 A = 3.214 Y = 0.854 Iy= 8.645 Rx = 0.926 P = -85720 Pnz/= -87911 P = -13229 Pnx/o= -81814 P = -13229 Pn/ci = -96422 C = 29852 fv = 5890 3.00x281 Weld 2.26" 3.00x281 Weld 3.35" A = 2.875 Y 0.842 Iy= 7.669 Rx = 0.930 P = 85456 Pn/Q = 86250 T = 20095 fv = 7030 Fy = 50000 Q = 1.000 Ry=1.640 Rz=0.591 M = 719 No Fillers M = 1344 No Filler M = 1624 fc = 9288 f = 7501 Fy = 50000 Q = 0.961 Ry = 1.633 Rz = 0.592 ft = 6989 f 7850 Seyco Joist Co, Page 2 V2.2.1.0 Page 103 of 122 Job #S708-17 - By ASM 09:47 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J11 1 - 28LH264/128/-174 x 501 11.250 Special Crimped angle Parallel chord Longspan Web Angl Lngth Shear Force Member Area R Pn/0 Weld T-AvlW-B T 1 51.4 42.2 10544 16917 2L 1.50x155 0.882 0.461x 26459 3.7 8.3/ 8.3 V 1 10.8 26.8 -2207 -2247 1L 1.00x109 0.206 0.196z -2500 0.7 3.0/ 3.1 C 1 35.3 32.2 -9931 -12168 lb 2.00x205 0.778 0.393z -14120 2.0 4.2/ 4.5 T 2 46.8 38.4 9294 13573 1L 1.50x188 0.529 0.293z 15860 2.4 4.2/ 4.7 V 2 0.0 26.3 -2336 -2336 1L 1.00x109 0,206 0.196z -2952 0.7 3.0/ 3.0 C 2 46.8 38.4 -8608 -12573 1L 2.00x166 0.636 0.395z -12609 2.6 4.7/ 5.2 T 3 46.8 38.4 7923 11572 lb 1.50x137 0.392 0.296z 11767 2.8 4.2/ 4.7 V 3 0.0 26.3 -2422 -2422 it. 1.00x109 0.206 0.196z -2952 0.7 3.0/ 3.0 C 3 46.8 38.4 -7275 -10625 1L 2.00x156 0.600 0.396z -11701 2.3 4.7/ 5.2 T 4 46.8 38.4 6634 9688 1L 1.50x125 0.359 0,296z 10781 2.6 4.2/ 4.7 V 4 0.0 26.3 -2491 -2491 1L 1.00x109 0.206 0.196z -2952 0.8 3.0/ 3.0 C 4 46.8 38.4 -5992 -8752 1t. 2.00x125 0.484 0.398z -8799 2.4 4.7/ 5.2 T 5 46.8 38.4 5351 7815 lb 1.25x109 0.261 0.247z 7819 2.4 3.9/ 4.5 V 5 0.0 26.3 -2544 -2544 1t. 1.00x109 0.206 0.196z -2952 0.8 3.0/ 3.0 C 5 46.8 38.4 -4709 -6878 1L 1.50x188 0.529 0.293z -7833 1.2 4.2/ 4.7 T 6 46.8 38.4 4068 5941 1L 1.00x109 0.206 0.196z 6184 1.8 3.7/ 4.2 V 6 0.0 26.3 -2582 -2582 1L 1.00x109 0.206 0.196z -2952 0.8 3.0/ 3.0 Net Uplift: Top Chord Center: P = 21952 Pn/n = 96422 Bot Chord Center: P = -20007 Pnx/c= -789611 Fillers end Web Diagonal: P = -6738 Pnx/= -18185 Job 4tS708-17 VIASAT 12 COLD STORAGE Mark Jil 1 - 28LH264/128/-174 x 50'111/4 Chord gap = 1 Camber = 1-1/16 Paint Gray Bridging: Top: 2 SJI, 9 SSR Bottom: 4 SJI, 4 lstPP, 2 Spaced 1228# Each Length Hole-to-Hole = 501 11 See bridging clip location schedule. Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j. 3.00x281 52'2 (2) 2 BC .j. 3.00x250 47'1-1/4 (2) 2 TB .j 3.00x281 0'7 (2) 2 OB .j_ 3.00x281 11 73/4 (1) 1 A Li 2.00x250 30-1/4 (1) 1 B Li 2..00x250 21 6-5/8 (1) 1 C Li 2.00x205 21 6-5/8 (1) 1 D t) 2.00x188 310-3/8 (2) 2 E Li 2.00x166 31 03/8 (1) 1 F L.) 2.00x156 310_3/8 (1) 1 G Li 2.00x125 31 0-3/8 (2) 2 H Li 1.50x188 31 0-7/8 (1) 1 I Li 1.50x137 31 0-7/8 (2) 2 J Li 1.50x125 31 0-7/8 (2) 2 K Li 1.50x109 31 0-7/8 (1) 1 L t) 1.25x109 311-1/8 (1) 1 M Li 1.25x109 21 31/2 (2) 2 N j.. 1.50x188 31 1-1/8 (4) 4 0 j.. 1.50x155 316-3/8 (2) 2 P ji 1.25x109 21 2-7/8 (3) 3 Q L 1.00x109 3'1-3/8 (8) 8 R L 1.00x109 21 3-1/2 (2) 2 S L 1.00x109 21 3-1/8 Sheet V2.2.1..0 11/1 rag End Bearing: (1) 1 BC fillers Opposite End Bearing: 5 Long + 01 1 type E TCX = 0'7 6 Long + 11 1-3/4 type E TCX = 11 7-3/4 Deep 8 Deer o1d 2 bottom angle back 2T0(BCX) Hold 2 bottom angle back 3'0-3/4(BCX) )-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage 8 11-1/2, 15-1/4 01 3 50'10-1/4 4'6-5/8 9'2-5/8 13'10-5/8 18'6-5/8 23'2-5/8 271 10-518 321 6-5/8 372-5/8 41'10-5/8 461 6-5/8 21 7 1 61 10-5/8 1 111 6-5/8 I 161 2-5/8 I 20'10-5/8 1 251 6-5/8 I 301 2-5/8 1 341 10-5/8 I 391 6-5/8 1 44 125/8 1481 6-1/4 _\ I / \ )'O\ 0 C H 47 02 -3 2'0 6'10-518 16'2-5/8 2 1 2 2 12 2 1 2 1 3 1 4 301 2-5/8 36'11 2565/8 34 1 10-5/8 391 6-5/8 \ R / \ ° 4 /— X N D B 0 N.) N.) J 44'2-5/8 4 6 9'1-1/4 48 '1-1/4 L 32 201 10-5/8 I F 3 3 3 11'6-5/8 Seyco Joist Co, Page ~age of 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y 5 1' 1.750 2 11 11.000 35.000 Uniform Live load 160 #Jft full length Uniform NtUp load -174 i/ft full length Uniform SJI load 296 i/ft full length Uniform Dead load 136 i/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 14'l-1/2 29'9 2919 L14 SJI, Dead See bridging clip location schedule. Top chord panels:(in) 1030.00 1013.25 1024.00 14028.00 1024.00 1013.25 1030.00 Bot chord panels: (in) Ep=35.00 1032.25 5056.00 10 9.75 1046.25 1@56.00 1032.25 Ep=35.00 28.000 in Deep 522.500 in Design length 2861 # Minimum Shear 26.315 in Effective Depth 1000.432 1n4 Ix 0.00 in4 Minimum Ix 22.000 in Clear Depth L/1172 Live Defi L/ 286 SJI Defl 2084455 in-#Moment 1.000 in Chord gap 0.790 in Camber 1007 # Total weight 14.000 in Centroid Loading combinations SJI Nt0p Dead Live Wind Seis 4-/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 01.00 0 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 O 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Left end reactions: 11150 -3788 7667 3483 0 0 0 0 Pounds Right end reactions: 14738 -3788 11255 3483 0 0 0 0 Pounds Seyco Joist Co, Page 2Pa 2ef0fr8f 122 Job #S708-17 •- By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Longspan Top bridging rows: 1 per SJI 11 if deck provides no lateral support. Bot bridging rows: 3 per SJI 3 starting at first BC panel point. 1 evenly spaced between bearings. Seyco Joist Co, Page aor8f 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28L}I296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 3.00x250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Bridg < 278" Ix 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Allowable tensile stress = 30000 Force = 86250 Chord shear: V = 10177 P = 25187 Lv = 6785 fc = 8761 f = 8076 0 end fillers, 2 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Vex F'ez Bend Interaction in in lbs lbs in-i psi psi psi Ygity Axial Bend Unit Eccen U-0 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 4496 13430 1552 47.3z 24635 315993 128108 0.097 0.190 0.019 0.208 U-1 28.00 4496 13430 1730 30000 0.072 0.156 0.050 0.206 0.00 13.25 4439 13334 345 16.8z 27826 1411114 572083 0.061 0.167 0.004 0.171 U-2 28.00 8220 25187 526 30000 0.101 0.292 0.015 0.404 2.69 24.00 8220 25187 732 30.4z 27011 764626 114369 0.116 0.324 0.008 0.332 0-3 28.00 8220 25187 1563 30000 0.113 0.292 0.045 0.337 0.00 28.00 8220 25187 824 35.5z 26366 561766 128108 0.119 0.332 0.009 0.341 U-4 28.00 13404 42880 1625 30000 0.174 0.497 0.047 0.544 1.36 28.00, 13404 42880 801 35.5z 26386 561766 128108 0.179 0.565 0.009 0.574 U-5 28.00 13404 42880 1608 30000 0.174 0.497 0.046 0.544 0.00 28.00 13404 42880 807 35.5z 26386 561766 128108 0.179 0.565 0.009 0.574 0-6 28.00 16860 56950 1613 30000 0.214 0.660 0.047 0.707 1.37 28.00 16860 56950 805 35.5z 26386 561766 128108 0.219 0.751 0.009 0.159 U-7 28.00 16860 56950 1611 30000 0.214 0.660 0.047 0.707 0.00 28.00 16860 56950 806 35.5z 26386 561766 128100 0.219 0.751 0.009 0.759 U-8 28.00 18588 67395 1612 30000 0.234 0.781 0.047 0.828 1.34 28.00 18588 67395 806 35.5z 26386 561766 128108 0.239 0.888 0.009 0.897 U-9 28.00 18588 67395 1612 30000 0.234 0.781 0.047 0.828 0.00 28.00 18588 67395 806 35.5z 26386 561766 128108 0.239 0.888 0.009 0.897 U-10 28.00 18588 74514 1612 30000 0.234 0.864 0.047 0.911 1.20 28.00 18508 74514 806 35.5a 26386 561766 128108 0.239 0.982 0.009 0.991 U-11 28.00 18588 74514 1612 30000 0.234 0.864 0.047 0.911 0.00 28.00 18588 74514 806 35.5z 26386 561766 128108 0.239 0.982 0.009 0.991 0-12 28.00 18588 78493 1612 30000 0.234 0.910 0.047 0.957 1.21 28.00 16860 78493 806 22.6x 27008 561166 128108 0.219 0.982 0.009 0.991 0-13 28.00 16860 78493 1611 30000 0.214 0.910 0.047 0.957 0.00 28.00 16960 78493 805 22.6x 27808 561766 128108 0.219 0.982 0.009 0.991 0-14 28.00 16860 78493 1613 30000 0.214 0.910 0.047 0.957 1.38 28.00 13404 60100 807 35.5z 26386 561766 128108 0.179 0.792 0.009 0.801 U-15 28.00 13404 60100 1608 30000 0.174 0.697 0.046 0.743 0.00 28.00 13404 60100 801 35.5z 26386 561766 128108 0.179 0.192 0.009 0.801 U-16 28.00 13404 60100 1625 30000 0.174 0.697 0.047 0.744 1.43 28.00 8220 34317 824 35.5z 26386 561766 128108 0.119 0.452 0.009 0.461 U-17 28.00 8220 34317 1563 30000 0.113 0.398 0.045 0.443 0.00 24.00 8220 34311 132 30.4z 27011 764626 174369 0.116 0.442 0.008 0.450 U-18 28.00 8220 34317 526 30000 0.101 0.398 0.015 0.550 2.91 13.25 4439 17914 345 16.8z 27826 1411114 572083 0.061 0.224 0.004 0.228 0-19 28.00 4496 18001 1730 30000 0.072 0.209 0.050 0.259 0.00 28.00 4496 18001 1552 47.3z 24635 315993 128108 0.091 0.254 0.017 0.271 0-20 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 Seyco Joist Co, Page 4 V2.2.1.0 Page 108 of 122 Job #S708-17 - By ASH 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Lorxgspan Top Chord, continued Taq end top chord extension: Reinforced with 2- 3.00x250 Combined properties: A = 5.75 Y = 4,00 Ix = 62.31 St = 15.58 Sb 15.58 type "E" 01 1.000 long. M-= 111 fb-= 7 Total defi = 0.0000 Live defi = 0.0000 Opp end top chord extension: Reinforced with 2- 3.00x250 Combined properties: A = 5.75 Y = 4.00 Ix = 62.31 St = 15.58 Sb = 15.58 type "E" 1' 1.750 long. H- = 3059 fb- = 196 Total deli = 0.0001 Live defl = 0.0001 Seyco Joist Co, Page 5P age' Ogf 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 3.00x250 Weld 2.60" Opposite End 3.00x250 Weld 3.57" Bot Chord: 2-L 3.00x250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Allowable tensile stress = 30000 Force = 86250 Chord shear: V = 10710 p 16495 fv = 7140 fc = 5737 f = 7695 0 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kJJr Stress rex F'ez Send interaction in in lbs lbs in-i psi psi psi Axial Bend Eccen 1.-i 0.00 0 0 0 30000 0.385 0.000 0.000 0.000 0.79 32.25 16495 5469 0 49.0z 24349 294069 96568 0.191 0.078 0.000 0.078 L-3 0.00 34487 11028 0 30000 0.440 0.128 0.000 0.128 0.90 56.00 34487 11028 0 85.1z 17333 97529 32027 0.400 0.221 0.000 0.221 L-5 0.00 50368 15348 0 30000 0.584 0.178 0.000 0.178 0.79 56.00 50368 15348 0 85.12 17333 97529 32027 0.584 0.308 0.000 0.308 L-7 0.00 62626 11940 0 30000 0.726 0.208 0.000 0.208 0.77 56.00 62626 17940 0 85.1z 17333 97529 32027 0.726 0.360 0.000 0.360 L-9 0.00 71259 18804 0 30000 0.826 0.218 0.000 0.218 0.92 56.00 71259 18804 0 85.1z 17333 97529 32027 0.826 0.377 0.000 0.377 L-11 0.00 76927 18804 0 30000 0.892 0.218 0.000 0.218 0.95 56.00 76927 17940 0 85.1z 17333 97529 32027 0.892 0.360 0.000 0.360 L-13 0.00 79211 17940 0 30000 0.918 0.208 0.000 0.208 0.97 9.75 79211 15348 0 14.8z 28380 3217360 1056529 0.918 0.188 0.000 0.188 L-14 0.00 79211 15348 0 30000 0.918 0.178 0.000 0.178 0.00 46.25 65158 15340 0 70.3z 20374 142983 46953 0.755 0.262 0.000 0.262 L-15 0.00 65158 15348 0 30000 0.755 0.178 0.000 0.178 0.72 56.00 47633 11028 0 85.1z 17333 97529 32027 0.552 0.221 0.000 0.221 L-17 0.00 47633 11028 0 30000 0.609 0.128 0.000 0.120 0.87 32.25 22230 5469 0 49.0z 24349 294069 96560 0.258 0.078 0.000 0.078 L-19 0.00 0 0 0 30000 0.516 0.000 0.000 0.000 0.80 Seyco Joist Co, Page 6 V2. Page i bgf 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan Location Web Slope 00 -Li Ti 51.43 Ui -Li Vi 10.76 U2 -Li Cl 17.41 02 -0 T2 42.37 U3 -[.3 V2 0.00 U4 -[.3 C2 46.78 U4 -[.5 T3 46.78 U5 -L5 V2 0.00 06 -[.5 0 46.78 06 -[.7 T4 46.78 01 -[.7 V2 0.00 08 -[.7 CA 46.78 08 -[.9 TS 46.78 09 -[.9 V2 0.00 U10 -[.9 CS 46.78 010 -Lii T6 46.78 011 -Lii V2 0.00 012 -Lii C6 46.78 012 -L13 T7 46.78 013 -[.13 V2 0.00 U14 -1,13 Cl 46.78 014 -[.14 V3 34.74 U14 -[.15 CO 46.78 015 -[.15 V4 0.00 U16 -[.15 P8 46.78 016 -[.17 C9 46.78 U17 -L17 V2 0.00 018 -LI? T9 42.37 018 -1,19 dO 17.41 019 -[.19 V5 10.76 020 -[.19 TIO 51.43 Weld Thick x Length .14x4.2 .lix0.7 .18x2.0 .15x2.8 .ilx0.7 .18x2.5 .15x2.6 lixO • 8 .16x2,3 .13x2.6 .11x0.8 .13x2.4 .11x2.4 .ilxO.8 .19x1.2 .11xl.9 .11x0.8 .14x1.3 .11xi.5 .11x0.8 .11xl.3 .11x4.2 .22x2.6 .lixo.8 .16x3.8 .25x2.5 .11x0.7 .17x3.7 .20x2.4 .11x0.7 .14x5.7 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 42.21 2-b l.50x137 0.784 10710 17178 23534 26.79 1-b 1.00x109 0.206 0.196z 299 304 6184 27.58 1-L 2.00x176 0.673 0.394z 3286 3444 20191 35.62 1-L 1.50x155 0.441 0.295z 9649 13059 13229 26.32 1-b l.00x109 0.206 0.196z 377 377 6184 38.43 1-b 2.00x176 0.673 0.394z 2.639 3853 20191 38.43 1-b 1.50x155 0.441 0.295z 8156 11910 13229 26.32 1-L 1.00x109 0.206 0.196z 406 406 6184 38.43 1-1. 2.00x156 0.600 0.396z 1827 2668 17990 38.43 l-L 1.50x125 0.359 0.296z 6712 9801 10781 26.32 1-b 1.00c109 0.206 0.196z 406 406 6184 38.43 1-I. 2.00x125 0.484 0.398z 1015 1482 14531 38.43 1-L 1.25x109 0.261 0.247z 5293 7729 7819 26.32 1-L l.00x109 0.206 0.196z 406 406 6184 38.43 1-b 1.50x188 0.529 0.293z 203 296 15860 38.43 1-b 1,00x109 0.206 0,196z 4126 6024 6184 26.32 1-b 1.00x109 0.206 0.196z 406 406 6184 38.43 l-L 1.50U37 0.392 0.296z 0 0 11767 38.43 1-b l.00x109 0.206 0.196z 3243 4735 6184 26.32 1-L 1.00x109 0.206 0.196z 406 406 6184 38.43 1-b 1.50x109 0.315 0.297z 203 296 9454 32.02 2-L 1.25x109 0.521 0.247z 11100 13508 15637 38.43 1-b 2.00217 0.821 0.392z 1827 2668 24627 26.32 1-b 1.25x109 0.261 0.247z 406 406 7819 38.43 1-b 2.00x156 0.600 0.396z 12007 17532 17990 38.43 1-b 2.00x250 0.938 0.391z 2639 3853 28125 26.32 1-L 1.00x109 0.206 0.196z 377 377 6184 35.62 1-b 2.00x166 0.636 0.395z 13381 18111 19093 27.58 1-b 2.00x205 0.778 0.393z 3286 3444 23339 26.79 1-b 1.25x109 0.261 0.247z 299 304 7819 42.21 2-L 1.50x137 0.784 0.296z 14354 23023 23534 Compressive Shear Force Allow lbs lbs lbs 3585 5750 16147 2145 2183 2499 10177 10666 11331 3016 4082 7253 2324 2324 2950 8927 13036 13503 2233 3261 6573 2457 2457 2950 7422 10837 11699 1421 2075 5327 2527 2527 2950 6003 8765 8798 609 889 2873 2580 2580 2950 4584 6693 7831 0 0 1438 2615 2615 2950 3684 5379 5860 0 0 1438 2635 2635 2950 2861 4178 4591 0 0 11307 11297 16496 16601 2543 2543 4834 2233 3261 11699 12716 18568 18911 2370 2370 2950 3016 4082 13288 13870 14536 14920 2167 2206 3366 3585 5750 16147 Available Weld (in) Top/Bottm 8.4/ 8.4 3.0/ 3.1 4.0/ 4.1 4.0/ 4.4 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 4.2/ 4.7 3.0/ 3.0 4.7/ 5.2 3.9/ 4.5 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.7 3.7/ 4.2 3.0/ 3.0 4.2/ 4.6 6.8/ 6.8 4.7/ 5.2 3.3/ 3.3 4.1/ 5.2 4.7/ 5.2 3.0/ 3.0 4.5/ 4.9 4.0/ 4.1 3.3/ 3.3 8.4/ 8.4 p Seyco Joist Co, Page 1 V2.2.1.0 Page 111 of 122 Job #S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 1 - 28LH296/160/-174 x 43'10.500 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch •EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 1'11.000 35.000 Opp 6.000 8.000 Y E 1' 1.750 2 11 11.000 35.000 Uniform Live load 160 #/ft full length Uniform NtUp load -174 #/ft full length Uniform SJI load 296 #/ft full length Uniform Dead load 136 #/ft full length SJI 1500* AddLoad on Top chord at panel points. Dead 1500* AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 14 1 11/2 29 1 9 291 9 L14 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 0.0 Kips 28.000 in Deep 522.500 in Design length 2861 # Minimum Shear 26.315 in Effective Depth 1000 md Ix 0 in4 Minimum Ix 22.000 in Clear Depth L/1172 Live Defi L/ 286 SJI Defl 2084455 in-#Moment 1.000 in Chord gap 0.790 in Camber 9.750 in Interior Panel 28.000 in Left end 28.000 in Right end 10 Web Vees 11150 # SJI reaction 14738 # SJI reaction 1007 # Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi Top Chord: 2-L 3.00x250 Bridg < 278" Ix= 2.488 Center: L = 28.000 12th: L = 28.000 Tag end pani: L = 28.000 First point: Chord shear: V = 10177 Bearing seats: Tag End Opposite End Bot Chord: 2-L 3.00x250 Ix= 2.488 Center: L = 9.750 Chord shear: V = 10710 A = 2.875 Y = 0.842 Iy= 7.669 Rx = 0.930 P = -78493 Pnx/O= -79948 P = -74514 Pnz/Q= -75860 P = -13430 Pnx/Q= -70826 P = -13430 Pn/n -86250 C = 25187 Lv = 6785 3.00x250 Weld 2.60" 3.00x250 Weld 3.57" A = 2.875 Y = 0.842 ly=. 7.669 .Rx = 0.930 P = 79211 Pn/n = 86250 T = 16495 fv = 7140 Fy = 50000 Q = 0.961 Ry = 1.633 Rz = 0.592 M = 806 2 Fillers No Fillers M = 1552 No Filler M = 1730 fc = 8761 f = 8076 Fy = 50000 Q = 0.961 Ry = 1.633 Rz = 0.592 ft = 5737 f 7695 Seyco Joist Co, Page 2 V2.2.1.0 Page 112 of 122 Job 4S708-17 - By ASM 15:22 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J12 I - 28LH296/160/-174 x 431 10.500 Special Crimped angle Parallel chord Longspan Web Angi Lngth Shear Force Member Area R Pn/C) Weld T-AvlW-B T 1 51.4 42.2 10710 17178 2L 1.50x137 0.784 0.463x 23534 4.2 8.4/ 8.4 V 1 10.8 26.8 -2145 -2183 IL 1.00x109 0.206 0.196z -2499 0.7 3.0/ 3.1 C 1 17.4 27.6-10177 -10666 1L 2.00x176 0.673 0.394z -11331 2.0 4.0/ 4.1 T 2 42.4 35.6 9649 13059 1L 1.50x155 0.441 0.295z 13229 2.8 4.0/ 4.4 V 2 0,0 26.3 -2324 -2324 1L 1.00x109 0.206 0.196z -2950 0.7 3.0/ 3.0 C 2 46.8 38.4 -8927 -13036 1L 2.00x176 0.673 0.394z -13503 2.5 4.7/ 5.2 T 3 46.8 38.4 8156 11910 1L 1.50x155 0.441 0.295z 13229 2.6 4.2/ 4.7 V 3 0.0 26.3 -2457 -2457 1L 1.00x109 0.206 0.196z -2950 0.8 30/ 3.0 C 3 46.8 38.4 -7422 -10837 1L 2.00x156 0.600 0.396z -11699 2.3 4.7/ 5.2 T 4 46.8 38.4 6712 9801 1L 1.50x125 0.359 0.296z 107.81 2.6 4.2/ 4.7 V 4 0.0 26.3 -2527 -2527 1L 1.00x109 0.206 0.196z -2950 0.8 3.0/ 3.0 C 4 46,8 38.4 -6003 -8765 1L 2.00x125 0.484 0.398z -8798 2.4 4.7/ 5.2 T 5 46.8 38.4 5293 7729 1L 1.25x109 0.261 0.247z 7819 2.4 3.9/ 4.5 V 5 0.0 26.3 -2580 -2580 1L 100x109 0.206 0.196z -2950 0.8 3.0/ 3.0 C 5 46.8 38.4 -4584 -6693 1L 1.50x188 0.529 0.293z -7831 1.2 4.2/ 4.7 Net Uplift: Top Chord Center: P = 16860 Pn/C = 86250 Bot Chord Center: P = -15348 Pnz/n= -81299 No Fillers end Web Diagonal: P -5750 Pnx/n= -16147 Seyco Joist Co, Shop Order Quantity Material Length (2) 2 TC j. 3.00x250 45'1-1/4 (2) 2 BC JL 3.00x250 40'0-1/2 (2) 2 TB .j_ 3.00x250 01 7 (2) 2 OB iL 300x250 11 7-3/4 (1) 1 A LI 2-00x250 31 0-3/8 (1) 1 B rj 2.00x217 31 0-1/4 (1) 1 C ,) 2..00x205 2'3-1/8(7) (1) 1 D Lj 2.00x176 3'0-3/8(1) (1) 1 E U 2.00x176 213-1/8(2) (l) 1 F L) 2.00x166 2'9-5/8 (2) 2 G 1) 200x156 31 0-3/8 (1) 1 H Li 2-00x125 310_3/8 (1) 1 I t) 1.50x188 30-7/8 (1) 1 J U 1.50x155 31 0-7/8 (1) 1 K tj 1.50x155 21 10-1/8 (1) 1 L ci 1.50x137 31 0-7/8 (1) 1 M Li 1.50x125 31 0-7/8 (1) 1 N U 1.50x109 3'0-3/8 (1) 1 0 I.) 1.25x109 31 1-1/8 (1) 1 P U 1.25x109 21 3-1/2 (1) 1 Q L) 1.25x109 2'3-1/8 (4) 4 R ji.. 150x137 3'6-3/8 (2) 2 S .j. 1.25x109 21 7-1/4 Job *S708-17 TIAT 12 COLD STORAGE Mark J12 - 28LH296/160/-174 x 43'101/2 hord gap = 1 'amber = 0-3/4 aint Gray ridging: Top: 1 SJI, 11 SSR ottom: 3 SJI, 3 lstP?, 1 Spaced 007# Each 4ength Hole-to-Hole = 431 10-1/4 ee bridging clip location schedule. Sheet of V2.2.1.0 h/il 7 U L 1.00x109 2'3-h/2 1 V L 100x109 2'3-1/8 2 TC fillers 'ag End Bearing: (2) 2 T L 1.00x109 31 1-3/8 Opposite End Searing: Long + 01 1 type B TCX = 01 7 6 Long + 11 1-3/4 type E TCX = 11 7-3/4 Deep 8 Deer- .old 2 bottom angle back 21 0(BCX) Hold 2 bottom angle back 31 0-314(Bcx) 1-13/16 x 1-1/2 slots, 4 Gage t3 3-1/2 0-13/16 x 1-1/2 slots, 4 Gage @ 11-1/2, 15-1/4 01 3 431 9-1/2 31 8-1/4 81 0-1/4 121 8-1/4 171 4-1/4 22'0-1/4 261 8-1/4 311 4-1/4 361 0-1/4 401 4-1/4 v U A U A U A U A U A U P U Q 0 4 A 451 4r-1/4 110 31 0 101 4-1/4 191 8-1/4 1 291 0-'14'4 331 8-1/4 1 4110-1/k 2O 51 8-1/4 151 0-1/4 241 4-1/4 291 10 381 4-1/4 4210-1/2 Seyco Joist Co, Page 1Pa'18f 122 Job #8708-17 - By ASH 16:36 Entered 09/29/17 Revised 11/17/17 Customer; Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 0' 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y E 1' 2.750 2 11 11.000 35.000 Uniform Live load 160 #/ft full length Uniform NtUp load -195 #/ft full length Uniform SJI load 296 #/ft full length Uniform Dead load 136 #Ift full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 22'B TIA 14 1 1-5/8 it. I.JLV .u.J. Dead See bridging clip location schedule. Top chord panels: (in) 1030.00 1022.88 12028.00 1022.88 1029.88 Bot chord panels: (in) Ep35.00 1045.88 3056.00 1023.13 1032.88 1056.00 1045.75 Ep35.00 28.000 in Deep 437.625 in Design length 2599 # Minimum Shear 26.122 in Effective Depth 1204.257 in4 Ix 0.00 in4 Minimum Ix 21.500 in Clear Depth L/2400 Live Defl LI 500 SJI Defl 4404932 in-hloment 1.000 in Chord gap 0.554 in Camber 1315 # Total weight 19.945 in Centroid Loading combinations SJI Ntup Dead Live Wind Seis +/-W +/-E and factors: 1.00 0 0 0 0 0 0 0 01.00 0• 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 0 0 1.00 0 0.60 0 0 0 0 0 1.11 0 0 0 0 0.70 0 0 1.11 0 0 0 0 1.75 0 0 1.08 0.75 0 0 0 0.53 0 0 1.08 0.75 0 0 0 1.31 0 0 0.49 0 0 0 0 0.70 0 0 0.49 0 0 0 0 1.75 0 0 0.60 0 0.60 0 0 0 0 0 0.60 0 0 1.00 0 0 0 1.00 0 0 0 0 1.00 0 0 1.00 0 0 0 0-1.00 0 Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips Left end reactions: 10728 -3556 7810 2918 0 0 0 0 Pounds Right end reactions: 13067 -3556 10150 2918 0 0 0 0 Pounds Seyco Joist Co, Page 2 V2..2.1.0 Page 115 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Top bridging rows: 1 per SJI 4 if deck provides no lateral support. Bot bridging rows: 3 per SJI 3 starting at first BC panel point. 1 evenly spaced between bearings. Seyco Joist Co, Page 3 V2.2.1.0 Page 116 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28L5296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Top Chord: 2-L 4.00x438 A = 6.624 Y = 1.161 Fy = 50000 Q = 1.000 Bridg < 351" Ix= 9.957 Iy= 28,235 Rx = 1.226 Ry = 2.065 Rz = 0.785 Allowable tensile stress = 30000 Force = 198729 Chord shear: V 9581 P = 134023 fv = 2734 fc = 20232 f = 10479 0 end fillers, 0 Interior top chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress F'ex F'ez Bend Interaction in in lbs lbs in-4 ______ psi psi psi Unity Axial Bend Eccen 11-0 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 28.00 4205 120821 1522 35.7z 27333 548759 224750 0.036 0.667 0.005 0.673 11-1 28.00 4205 120821 1791 30000 0.028 0.608 0.017 0.625 0.00 22.88 4125 120760 129 21.9r 28192 822196 336740 0.022 0.647 0.000 0.647 U-2 28.00 8801 134023 1118 30000 0.049 0.674 0.011 0.686 2.10 28.00 8801 134023 965 26.8z 28469 975571 224750 0.053 0.711 0.003 0.714 11-3 28.00 8801 134023 1728 30000 0.051 0.674 0.016 0.691 0.00 28.00 8801 134023 763 26.8z 28469 975571 224750 0.052 0.711 0.003 0.713 11-4 28.00 12701 147983 1580 30000 0.070 0.745 0.015 0.760 1.69 28.00 12701 147983 817 26.8z 28469 975571 224750 0.072 0.785 0.003 0.708 U-5 28.00 12701 147983 1620 30000 0.070 0.745 0.015 0.760 0.00 28.00 12701 147983 803 26.8z 28469 975571 224750 0.072 0.785 0.003 0.788 U-6 28.00 14650 159518 1609 30000 0.080 0.803 0.015 0.818 1.65 28.00 14650 159518 807 26.8z 28469 975571 224750 0.081 0.846 0.003 0.849 11-7 28.00 14650 159518 1612 30000 0.080 0.803 0.015 0.818 0.00 28.00 14650 159518 806 26.8z 28469 975571 2247.50 0.081 0.846 0.003 0.849 11-8 28.00 14650 168630 1611 30000 0.080 0.849 0.015 0.864 1.56 28.00 14647 168630 806 26.8z 28469 975571 224750 0.081 0.894 0.003 0.897 U-9 28.00 14647 168630 1612 30000 0.080 0.849 0.015 0.864 0.00 28.00 14647 168630 807 26.8z 28469 975571 224750 0.081 0.894 0.003 0.897 11-10 28.00 14647 168630 1609 30000 0.080 0.849 0.015 0.864 1.68 28.00 12694 161349 803 26.8z 28469 975571 224750 0.072 0.856 0.003 0.858 U-11 28.00 12694 161349 1620 30000 0.070 0.812 0.015 0.827 0.00 28.00 12694 161349 817 26.8z 28469 975571 224750 0.072 0.856 0.003 0.858 11-12 20.00 12694 161349 1501 30000 0.070 0.812 0.015 0.827 1.67 28.00 8791 141017 764 26.8z 28469 975571 224750 0.051 0.752 0.003 0.755 U-13 28.00 8791 141817 1727 30000 0.051 0.714 0.016 0.730 0.00 28.00 8791 141817 963 26.8z 28469 975571 224750 0.053 0.752 0.003 0.755 U-14 28.00 8791 141817 1181 30000 0.049 0.714 0.011 0.725 2.20 22.88 4125 124040 134 21.9z 28192 822196 336740 0.022 0.664 0.000 0.665 u-15 28.00 4206 124102 1777 30000 0.028 0.624 0.017 0.641 0.00 27.88 4206 124102 1507 35.5z 27355 553691 226771 0.035 0.685 0.005 0.690 11-16 28.00 0 0 0 30000 0.000 0.000 0.000 0.000 Taq end top chord extension: Reinforced with 2- 4.00x438 Combined properties: A = 13.25 Y = 4.00 Ix = 126.69 St = 31.67 Sb = 31.67 type "E" 0' 1.000 long. M-= 111 fb-= 4 Total defi 0.0000 Live defi = 0.0000 Seyco Joist Co, Page 4 V2.2.1.0 Page 117 of 122 Job #5708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Top Chord, continued pp end top chord extension: Reinforced with 2- 4.00x438 Combined properties: A = 13.25 Y = 4.00 Ix = 126.69 St = 31.67 Sb = 31.67 type "E" 1' 2.750 long. = 3460 fb- = 109 Total defi = 0.0001 Live defl = 0.0000 L Seyco Joist Co, Page 5 V2.2.1.0 Page 118 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28L5296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Bearing seats: Tag End 4.00x438 Weld 16.99" Opposite End 4.00x438 Weld 17.02" Bot Chord: 2-L 2.50x250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Ix= 1.406 Iy= 4.924 Rx = 0.769 Ry = 1.440 Rz = 0.491 Allowable tensile stress = 30000 Force = 71250 Chord shear: V = 10269 P = 19332 fv = 8215 fe = 8140 f = 9168 0 Bottom chord fillers required. Joint Panel Tension Comp. Local Allow Tens- Compression-Bending No. Length Height Force Force Bend kl/r Stress Flex Fez Bend Interaction in in lbs lbs in-U psi psi psi j Axial Bend Eccen b-1 0.00 0 0 0 30000 0.458 bT 0.000 0.44 45.88 19332 6120 0 84.0z 17906 99419 32849 0.271 0.144 0.000 0.144 L-3 0.00 37000 10995 0 30000 0.527 0.154 0.000 0.154 0.67 56.00 37000 10995 0 1026z 13905 66718 22044 0.519 0.333 0.000 0.333 L-5 0.00 51105 13919 0 30000 0.718 0.195 0.000 0.195 0.66 56.00 51185 13919 0 102.6z 13905 66718 22044 0.718 0.421 0.000 0.421 L-7 0.00 61829 14892 0 30000 0.868 0.209 0.000 0.209 0.80 56.00 61829 14892 0 102.6z 13905 66718 22044 0.868 0.451 0.000 0.451 L-9 0.00 68914 14892 0 30000 0.967 0.209 0.000 0.209 0.79 23.13 68914 13915 0 42.3z 26313 391254 129273 0.967 0.223 0.000 0.223 b-10 0.00 68914 13915 0 30000 0.967 0.195 0.000 0.195 0.00 32.88 60559 13915 0 60.2z 23016 193593 63965 0.850 0.255 0.000 0.255 b-11 0.00 60559 13915 0 30000 0.850 0.195 0.000 0.195 0.69 56.00 47272 10986 0 102.6a 13905 66718 22044 0.663 0.333 0.000 0.333 L-13 0.00 47272 10986 0 30000 0.675 0.154 0.000 0.154 0.59 45.75 24086 6107 0 83.8z 17957 99963 33028 0.338 0.143 0.000 0.143 L-15 0.00 0 0 0 30000 0.568 0.000 0.000 0.000 0.45 Seyco Joist Co, Page 6 V2.2.1.0 Page 119 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Location Web !lP! 00 -Li Ti 51.64 01 -Li Vi 10.84 02 -Li Cl 34.38 02 -1.3 T2 46.99 03 -1.3 V2 0.00 04 -L3 C2 46.99 U4 -1.5 ¶3 46.99 05 -1.5 V3 0.00 06 -1.5 C3 46.99 06 -1.7 T4 46.99 07 -Li V3 0.00 UO -Li C4 46.99 08 -b9 T5 46.99 U9 -L9 V3 0.00 U10 -1.9 C5 46.99 010 -1.10 V4 10.57 010 -Lii C6 46.99 Ull -Lii '/5 0.00 012 -Lii ¶6 46.99 012 -b13 Cl 46.99 013 -L13 V2 0.00 014 -1,13 Ti 46.99 U14 -1,15 C8 34.20 U15 -L15 Vi 11.10 U16 -L15 TO $1.64 Weld Thick x Length .13x4.5 .13x0.8 JUL 1 15x2.8 llx0.9 .17x2.4 .14x2.7 .13x0.8 .14x2.3 .13x2.4 .13x0.8 .l9xi.4 11x2 • 2 .13x0.8 15x1.4 .11x3.5 .19x2.4 .ilx0 • 9 .19x2.6 .20x2.6 .i1x0.9 .16x3.6 .22x2.3 .13x0.8 .13x5.5 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 42.09 2-b 1.50x125 0.719 0,296z 10269 16546 21563 26.60 1-1. 1.00x125 0.234 0.196z 413 421 7031 31.65 1-1, 2.00x188 0.717 0.394z 2915 3532 21500 38.29 1-1. 1.50x155 0.441 0.295z 8888 13030 13229 26.12 i-b 1.00x109 0.206 0.196z 455 455 6184 38.29 1-b 2.0Oi66 0.636 0.395z 2046 3000 19093 38.29 1-b 1.50x137 0.392 0.296z 7436 10900 11767 26.12 1-b l.00x125 0.234 0.196s 455 455 7031 38.29 1-b 2.00x143 0.552 0.396z 1136 1666 16547 38.29 1-b 1.25x125 0.291 0,246z 5983 8771 8906 26.12 1-1. i.00x125 0.234 0.196z 455 455 7031 38.29 1-1. 1.50x188 0.529 0.293z 226 332 15860 38.29 1-b 1.25x109 0.261 0.247z 4800 7037 7819 26.12 i-b 1.00x125 0.234 0.196z 455 455 7031. 3829 1-L 1.50x155 0.441 0.295z 0 0 13229 26.57 2-b 1.25x109 0.521 0.247z 11100 11292 15637 38.29 1-b 2.00x188 0.717 0.394r 1139 1669 21500 26.12 i-b 1.25x109 0.261 0.247z 455 455 7819 38.29 1-b l.50x188 0.529 0.293z 9965 14609 15860 38.29 1-1. 2.00x205 0.778 0.393z 2049 3003 23339 26.12 1-1. 1.00x109 0.206 0.196z 455 455 6184 38.29 1-1. 2.00x156 0.600 0.396z 11418 16738 17990 31.58 1-L 2.00x217 0.821 0.392z 2917 3527 24627 26.62 1-b 1.00x125 0.234 0.196z 412 420 7031 42.09 2-1. 1.50x125 0.719 0.296z 12717 20490 21563 Compressive Shear Force Allow lbs lbs lbs 3328 5362 14531 2779 2830 3032 9581 11609 12225 2501 3667 6604 2913 2913 2982 8162 11965 12639 1591 2333 5888 2983 2983 3376 6709 9835 10525 681 999 3273 3040 3040 3376 5259 7710 7869 0 0 2893 3086 3086 3376 4342 6365 6604 0 0 12421 9239 13544 14572 3049 3049 4861 1594 2336 7869 10692 15673 15792 2952 2952 2982 2504 3670 11729 12087 14614 15710 2793 2846 3029 3329 5364 14531 Available Weld (in) Top/Bottm 11.11 6.8 3.0/ 2.8 4.2/ 4.2 4.2/ 4.3 3.0/ 2.8 4.7/ 4.8 4.2/ 4.3 3.0/ 2.8 4.7/ 4.8 3.9/ 4.1 3.0/ 2.8 4.2/ 4.3 3.9/ 4.1 3.0/ 2.8 4.2/ 4.3 8.1/ 5.5 4.7/ 4.8 3.3/ 3.0 4.2/ 4.3 4.7/ 4.8 3.0/ 2.8 4..7/ 4.8 4.2/ 4.2 3.0/ 2.8 il.i/ 6.8 L Seyco Joist Co, Page 1 V2.2.1.0 Page 120 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. 513 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 8.000 Y E 01 1.000 2 11 11.000 35.000 Opp 6.000 8.000 Y E 1' 2.750 2 11 11.000 35.000 Uniform Live load 160 fr/ft full length Uniform NtUp load -195 #/ft full length Uniform SJI load 296 fr/ft full length Uniform Dead load 136 #/ft full length SJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. BC conc loads: Load Spacing Location Point Type 10000 22 18 14'15/8 2218 L10 SJI, Dead See bridging clip location schedule. end loads: SJI NtUp Dead Live Wind Seis +/-W +/-E Left TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 0.0 5.0 0.0 63.0 Kips 28.000 in Deep 437.625 in Design length 2599 # Minimum Shear 26.122 in Effective Depth 1204 in4 Ix 0 in4 Minimum Ix 21.500 in Clear Depth L/2400 Live Defi L/ 500 SJI Defi 4404932 in-ft4oment 1.000 in Chord gap 0.554 in Camber 23.125 in Interior Panel 28.000 in Left end 27.875 in Right end 8 Web Vees 10728 # SJI reaction 13067 # SJI reaction 1315 # Total weight 0.000 in Tag TCX Defi 0.000 in Opp TCX Defi Top Chord: 2-L 4.00x438 A = 6.624 Y = 1.161 Fy = 50000 Q 1.000 Bridg < 351" Ix= 9.957 Iy= 28.235 Rx = 1.226 Ry = 2.065 Rz = 0.785 Center: L = 28.000 P =-168630 Pnz/n=-188588 M = 806 No Fillers Tag end pani: L = 28.000 P =-120821 Pnx/=-181060 M = 1522 No Filler First point: P =-120821 Pn/n =-198729 M = 1791 Opp end pani: L = 27.875 P =-124102 Pnx/c=-181210 N = 1507 No Filler Last point: P =-124102 Pn/) =-178856 M = 1777 Chord shear: V = 9581 C = 134023 fv = 2734 fc = 20232 f = 10479 Bearing seats: Tag End Opposite End Bot Chord: 2-L 2.50x250 Ix= 1.406 Center: L = 23.125 Chord shear: V = 10269 4.00x438 Weld 16.99" 4.00x438 Weld 17.02" A = 2.375 Y = 0.717 Iy= 4.924 Rx = 0.769 P = 68914 Pn/Q = 71250 T = 19332 fv 8215 Fy = 50000 Q = 1.000 Ry=1.440 Rz=0.491 ft = 8140 f = 9168 Seyco Joist Co, Page 2 V2.2.1.0 Page 121 of 122 Job #S708-17 - By ASM 16:36 Entered 09/29/17 Revised 11/17/17 Customer: Project: VIASAT 12 COLD STORAGE CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 1 - 28LH296/160/-195 x 36' 9.625 Special Crimped angle Parallel chord Longspan Web Angl Lngth Shear Force 51.6 42.1 10269 16546 2L V 1 10.8 26.6 -2779 -2830 lb C 1 34.4 31.7 -9581 -11609 lb T 2 47.0 38.3 8888 13030 lb V 2 0.0 26.1 -2913 -2913 1L IrT C 2 47.0 38.3 -8162 -11965 lb T 3 47.0 38.3 7436 10900 1L V 3 0.0 26.1 -2983 -2983 lb C 3 47.0 38.3 -6709 -9835 1L T 4 47.0 38.3 5983 8771 lL V 4 0.0 26.1 -3040 -3040 lb C 4 47.0 38.3 -5259 -7710 lb Member Area R Pn/O Weld T-AvlW-B 1.50x125 0.719 0.465x 21563 4,5 11.1/ 6.8 1.00x125 0.234 0.196z -3032 0.8 3.0/ 2.8 2.00x188 0.717 0.394z -12225 2.1 4.2/ 4.2 1.50x155 0.441 0.295z 13229 2.8 4.2/ 4.3 1.00x109 0.206 0.196z -2982 0.9 3.0/ 2.8 2.00x166 0.636 0.395z -12639 2.4 4.7/ 4.8 1.50x137 0.392 0.296z 11767 2.7 4.2/ 4.3 1.00x125 0.234 0.196z -3376 0.8 3.0/ 2.8 2.00x143 0.552 0.396z -10525 2.3 4.7/ 4.8 1.25x125 0.297 0.246z 8906 2.4 3.9/ 4.1 1.00x125 0.234 0.196z -3376 0.8 3.0/ 2.8 1.50x188 0.529 0.293z -7869 1.4 4.2/ 4.3 Net Uplift: Top Chord Center: P = 14647 Pn/n = 198729 Bot Chord Center: P = -13915 Pnz/n= -60601 No Fillers end Web Diagonal: P = -5362 Pnx/n= -14531 Job #S708-27 IASAT 12 COLD STORAGE Mark J13 [. - 28LH296/160/-195 x 36T95/8 hord gap = 1 'amber = 0-1/2 ?aint Gray ridging: Top: 1 SJI, 4 SSR ottom: 3 SJI, 3 1stPP, 1 Spaced L315# Each ength Hole-to-Hole = 36 1 9-3/8 ee bridging clip location schedule. 'ag End Bearing: Long + 0'l type E TCX = 01 7 Deep [old 2 bottom angle back 2'0(BCX) 1-13/16 x 1-1/2 slots, 4 Gage @ 3-1/2 O'3 Seyco Joist Co, Shop Order Quantity Material (2) 2 TC j_ 4O0x438 (2) 2 BC j 2.50x250 (2) 2 TB .j.. 4.00x438 (2) 2 OB ..i. 4. 00x438 (1) 1 A V 2.00x217 (1) 1 B tj 2.00x205 (1) 1 C Lj 20Ox188 (1) 1 D 2.00x188 (1) 1 E Li 2.00x166 (1) 1 F U 2.00x156 (1) 1 G ij 2.00x143 (2) 2 H U 1.50x188 (1) 1 I j 1.50x155 (1) 1 J Li 1.50x155 (1) 1 K 1,) 1.50x137 (1) 1 L U 1.25x125 (1) 1 M 1) 1.25x109 (1) 1. N LJ 1.25x109 (4) 4 0 .j.. 1.50x125 (2) 2 P j.. 1.25x109 (3) 3 Q L 1.00x125 (2) 2 R L 1.00x125 (2) 2 S L 1.00x109 Sheet of V2.2.1.0 11/f Length 38'1-3/8 32T11_5/8 0'7 11 8-3/4 2'6-1/8 3'O-3/8 3'0-1/4 2'6-1/4 3'0-3/8 3'0-3/8 3'0-3/8 3'0-7/8 3'O-7/8 3'0-3/4 3'0-7/8 3'1-1/8 3'1-1/8 2'3-1/2 3'6-1/4 2'2-3/4 23-1/2 2'3-1/8 2'3-1/2 Opposite End Bearing: 6 Long + 11 2-3/4 type E TCX = 118-3/4 8 Deeç Hold 2 bottom angle back 31 1-3/4(BCX) 0-13/16 x 1-1/2 slots, 4 Gage @ 12-1/2, 16-1/4 361 8-5/8 4'5-7/8 9'1-7/8 13'9-7/8 18'5-7/8 23'1-718 27'9-7/8 32'5-7!8 2'7 I 6'9-7/8 I 11'5-7/8 I 161-7/8 I 20'9-7/8 I 25'5-7/8 I 301-7/8 1 34I43/4 0 \k/\/ \/ \ 0 D I I E K I G L 1 /3184 / \ R( 0 -3/8 A I -1, C B F - NJ NJ I 3 3 1 2 312 3 1 3 3 1 4 3 1 6 3'0 11'5-7/8 201 9-7/8 25'5-7/8 33'11-5/ 2'0 6'.9-7/8 161 1-7/8 221 9 30'1-7/8 34'11-5/8