Loading...
HomeMy WebLinkAbout2650 GATEWAY RD; ; PREV2018-0188; PermitArl9 cfaty of Carlsbad Print Date: 10/28/2019 Permit No: PREV2018-0188 2650 Gateway Rd BLDG-Permit Revision 2132620600 $0.00 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Work Class: Residential Permit Revisi Status: Closed - Finaled Lot #: Applied: 07/10/2018 Reference #: DEV12023 Issued: 07/20/2018 Construction Type Permit 10/28/2019 Finaled: Bathrooms: Inspector: AKrog Orig. Plan Check #: CBC2017-0378 Final Plan Check #: Inspection: UPTOWN BRESSI RANCH CVS: UPTOWN BRESSI BLDG B - DEFERRED TRUSS & JOIST Applicant: Owner: Contractor: DON EVANS BRESSI RETAIL LLC ED GRUSH GENERAL CONTRACTOR INC 130 Vantis Dr, 200 3236 E Willow St 562-773-2302 Aliso Viejo, CA 92656-2691 Signal Hill, CA 90755-2385 858-526-6655 562-426-9526 FEE AMOUNT BUILDING PLAN CHECK ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE $150.00 Total Fees: $ 185.00 Total Payments To Date : $ 185.00 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services City of DEFERRED SUBMITTAL Building Division Ccrlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number 3 C 2 0 11 —03109 Plan Revision NumberP.S/2eO( Project Address ° 64-7 R o. General Scope of Revision/Deferred Submittal: r us'g 9 5/ro 5 CONTACT INFORMATION: Name boi Phone - Fax Address_ E. ;1-L o 5 71 City_,t'i tL Zip _10 'c Email Address Ob,-'/!ce evsi4.c::o,17 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: LI Plans [I Calculations [I Soils [1 Energy [1 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 Does this revision add ANY new floor area (s)? LI Yes Does this revision affect any fire related issues? El Yes E—No Is this a complete set? [3-Yes LI No Signature_ X-..'--- Date _________________ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbuRttompany DATE: JULY 17, 2018 U APPLICANT DflJ RIS. JURlSDlCTlON>CARISBAP. U PLAN REVIEWER U FILE PLAN CHECK NO.: CBC2017-0378 (REV.-1) - PREV 2018-0188 SET: I PROJECT ADDRESS: SWC PALOMAR ROAD & EL FUERTE STREET PROJECT NAME: CVS PHARMACY 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 atEsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: 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: Date contacted: t!~ - Mail Telephone Fax In Person Telephone #: 858-573-8999 Email: rsotelolyonswarren.com REMARKS: Cooler Box, a deferred package, is under this plan revision, 8-1/2"x11" pages. By: ALl SADRE, S.E. Enclosures: EsGil 7/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2017-0378 (REV.-1) - PREV 2018-0188 JULY 179 2018 [DO NOT PAY — THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: CBC2017-0378 (REV.-1) - PREV 2018-0188 PREPARED BY: ALl SADRE, S.E. DATE: JULY 17v ,2018 BUILDING ADDRESS: SWC PALOMAR ROAD & EL FUERTE STREET BUILDING OCCUPANCY: MIS2; II-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) REVISIONS Air Conditioning Fire Sprinklers TOTAL VALUE _ Jurisdiction Code 1GB 1By Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: o Complete Review Structural Only I I I $150.001 Repetitive Fee Repeats * Based on hourly rate Other 121 Hourly 1 Hr. @ * EsGil Fee $120.00 I $120.00I Comments: Sheet lofi macvalue.doc + LETTER OF TRANSMITTAL D EDGRIJSH GENERAL CONTRACTOR, INC. 3236 East Willow Street Sal Hill, California 90755 Contractors State License #246399 562) 426-9526 Fax (562) 424-8393 L. T& GI564%cI1riton Circle eSà'nt Fe Springs, CA 90670 ivaia (562) 926-6430 Fax: (562) 926-6059 FOR SUBMITTAL NO.: 07v2 night 0 Ground C Mail ® Emailed 05/08/18 953 Frank Vega vegaironinc@yahoo.com CVS 10743 2650 Gateway Road Carlsbad, CA 92009 NO EXCEPTIONS TAKEN I REVIEWED We are sending you El Attached 0 Under separate cover via the following items Shop Drawings 0 Prints D Plans 0 Samples fl Specifications 0 Copy of Letter Change Order Other: - ITEM DATE COPIES DESCRIPTION Reference: Spec Section 05100 Steel Joists 1 03/13/18 1 Calculations 2 03/13/18 1 Certificate of Compliance 3 03/13/18 1 Steel Joists Shop Drawings for manufacturing City of Carlsbad Building Division JUL 202018 APPROVED BY: ISSUED BY: As Submitted by: Vega Ironworks, Inc. THESE ARE TRANSMITTED as checked below: O For approval Approved as submitted El Resubmit copies for approval For your use Approved as noted fl Submit copies for distribution For your review Returned for corrections Return _corrected prints Your copy ........................................................................................................................................................................................... -n z .... REMARKS: .... ... F"V ...... ... .... Uc~2,0 ~-7— 03-1 1... COPY TO File, Field (Scott Sampognaro) SIGNED: Neil Naramore, Project Engineer Steel Joists CVS 10743 2650 Gateway Road Carlsbad, CA 92009 Subcontractor Vega Ironworks, Inc. 15644 Clanton Circle Santa Fe Springs, CA 90670 CVS 10743 2650 Gateway Road Carlsbad, CA 92009 EGGC Project #953 Submittal # 07v2 Specification Section: 05100 ReAewed By: Neil Naramore, Project Engineer Date of Contractor's ReAew: 04/23/18 Reew, verification of products required, field dimensions, adjacent construction and coordination of information is in accordance with the requirements of the works and Contract Documents. Subject to architects approval. Calculations /J[JaHey LzTJo'st I P.O. BOX 2170 255 LOGAN LANE 775-575-7337 PHONE • FERNLEY,NV 89408 775-575-4917 FAX MARCH 13, 2018 ENGINEERINGREPORT COVER SHEET IS FORFINAL CALCULATIONS (REV 0) FOR APPROVAL BY ENGINEER OF R NO EXCEPTION TAKEN F_ MAKE CORRECTIONS NOTED RE: CVS #10743 CARLSBAD CARLSBAD, CA VALLEY JOIST CONTRACTNO.: 7F01307 CUSTOMER: VEGA IRON WORKS #22021 15644 CLANTON'CIRGLE SANTA FE SPRINGS, CA 90670 fl REJECTED ñ REVISE AND RESUBMIT F-, SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. COORDINATION OF HIS/HER WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS/HER WORK. REVIEWED BY: I5te Schneider, S.E. LYONS. WARREN ENGINEERS AND ARCHITECTS DATE: 05/08/2018 SAN DIEGO, CA 858-573-8999 THIS ENGINEERING REPORT SIGNATURE PAGE IS PROVIDED FOk JOIST AND JOIST GIRDER MARKS as shown on CALCULATION PAGES 1-121 The joist mark numbers are as shown on: the Placement Plans. The calculations are based on all Ibridging in place and anchored as required by the SJI Specifications & Technical Digests. The joist designations and special loads were determined and specified by the Engineer of Record, not by the steel joist manufacturer. The steel Joist manufacturer's scope is limited to the design of the members in the steel joists Their scope does not include the complete structure, structural connections, or the coordination of the components The Professional Engineer's Seal affixedhereto indicateS thatthe steel joists Were designed in accordance with The Steel Joist Institute's Standard Specifications to support the loads specified, furmshed and approved by the Owner's Engineer of Record The seal is not intended to certify, or unply that the building does or does not conform to any national, state or local building codes Valley Joist isa certified,, active- member of the Steel Joist Institte. The steal angle §hapes and round bá used for the chords and webs are 50-ksi minimum yield strngth per the SI! Specifications The Joist and Joist Girder material sizes were designed to carry the loads as shown on the oalculatiois Valley,.Joist's ICC-LAS Certificate Number is FA-363 Walter F. Worthley,.Jr., PE CA-#C64. 116 Chief Engineer Valley Joist / A division of EBSCO Industries, Inc. Vi C00 ,761307/1M Valley Joist West Page 1 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. 2016 CBC ( V2210 HABCO 2015 IBC 2012) 3/16" MIN TC REQ'D J1 1 - 14KCS3 x 261 11.125 Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.000 Opp 5.000 2.500 36.125 HOLD CLEAR FOR 3" DRAG STRUT@ 4'-6",9'-0",13'-6 1/4",18'-0 1/4" & 22'-6 1/4" FTE OAL end loads: TSJI NttJp Dead Live Eguk Wdup WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 inDeep 319.125 in Design length 3900 # Minimum Shear 12.877 in Effective Depth 105 in4 Ix 99 in4 Minimum Ix 10.000 in Clear Depth L/ 0 Live Defl LI 0 SJI Defl 428000 in-#Moment 0.625 in Chord gap 0.295 in Camber 18.000 in Interior Panel 24.000 in Left end 25.125 in Right end 15 Web Vees 3900 # SJI reaction 3900 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 18.000 Tag end panl: L = 24.000 First point: Opp end panl: L = 25.125 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -33237 Pnz/a= -39259 P = -9994 Pnxk2= -29347 P = -9994 Pn/c = -38504 P = -10335 Pnx/= -28592 P = -10335 Pn/ = -38504 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 619 No Fillers M = 2056 No Filler M = 2488 M = 2264 No Filler M = 2706 Bearing seats: -Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 18.000 P = 33237 Pn/Q = 33539 Chord shear: V = 3900 T = 33237 fv = 6724 Fy = 50000 Q = 0.904 Ry=1.067 Rz=0.396 ft = 29730 f = 16315 Valley Joist West Page 2 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. Ji 1 - 14KCS3 x 26'11.125 Rod web Parallel chord Constant shear shortspan Location Web Slope 00 -Li W2L 68.68 Ui -Li Vi 34.95 02 -Li W3 34.95 02 -L3 W4 34.95 04 -L3 W5 34.95 04 -L5 W6 34.95 06 -LS W7 34.95 U6 -L7 W8 34.95 08 -L7 W9 34.95 08 -L9 W10 34.95 010 -L9 Wil 34.95 U10 -Lii W12 34.95 U12 -Lii W13 34.95 012 -1,13 W14 34.95 U14 -1,13 W15 34.95 U14 -1,15 W16 34.95 016 -1,15 W16 34.95 U16 -L17 W15 34.95 U18 -L17 W14 34.95 U18 -L19 W13 34.95 020 -1,19 W12 34.95 U20 -L21 Wil 34.95 U22 -1,21 W10 34.95 022 -1,23 W9 34.95 024 -1,23 W8 34.95 024 -1,25 W7 34.95 026 -1,25 W6 34.95 026 -1,27 W5 34.95 028 -L27 Wa 34.95 028 -L29 W3 34.95 029 -1,29 Vi 34.95 030 -L29 W2R 69.33 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 35.42 1- R5: 3/4 ROD 0.442 O.188 3900 10728 11928 0 0 2301 .20x1.3 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3941 4808 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 15.71 1- R2: 5/8ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3942 4810 5057 .18x0.6 36.47 1- R5: 3/4 ROD 0.442 0.188 3900 11046 11928 0 0 2171 .20xi.3 Valley Joist West Page 3 V2.2..1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J2 2 - 14KC53 x 261 11.125 Rod web Parallel chord Constant shear short span End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.000 Opp 5.000 2.500 36.125 HOLD CLEAR FOR 3" DRAG STRUT@ 4'-6",9'-0",13'-6 1/4",18'-0 1/4" & 22'-6 1/4" FTE OAL end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 319.125 in Design length 3900 # Minimum Shear 12.877 in Effective Depth 105 in4 Ix 99 in4 Minimum Ix 10.000 in Clear 'Depth L/ 0 Live Defl L/ 0 SJI Defl 428000 in-Moment 0.625 in Chord gap 0.295 in Camber 18.000 in Interior Panel 24.000 in Left end 25.125 in Right end 15 Web Vees 3900 # SJI reaction 3900 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 18.000 Tag end panl: L = 24.000 First point: Opp end panl: L = 25.125 Last point: Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.145 Ix 0.434 Center: L = 18.000 Chord shear: V = 3900 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 P = -33237 Pnz/Q= -39259 M = 619 No Fillers P = -9994 Pnx/= -29347 M = 2056 No Filler P = -9994 .Pn/Q = -38504 M = 2488 P = -10335 Pnx/= -28592 M = 2264 No Filler P = -10335 Pn/C = -38504 M = 2706 L2x2x.125 Weld 1.36" L2x2x.125 Weld 1.36" A = 1.118 Y = 0.554 Fy = 50000 0 = 0.904 Iy= 1.273 Rx = 0.623 Ry = 1.067 Rz = 0.396 P = 33237 Pn/n = 33539 T = 33237 fv = 6724 ft = 29730 f = 16315 Length Location Web Slope in Member UO -Li W2L 68.68 35.42 1- R5: 3/4 ROD Ui -Li Vi 34.95 15.71 1- R2: 5/8 ROD U2 -Li W3 34.95 15.71 1- R2: 5/8 ROD U2 -L3 W4 34.95 15.71 i- R2: 5/8 ROD U4 -L3 W5 34.95 15.71 i- R2: 5/8 ROD U4 -L5 W6 34.95 15.71 i- R2: 5/8 ROD U6 -L5 W7 34.95 15.71 i- R2: 5/8 ROD U6 -L7 W8 34.95 15.71 i- R2: 5/8 ROD U8 -L7 W9 34.95 15.71 1- R2: 5/8 ROD U8 -L9 W10 34.95 15.71 1- R2: 5/8 ROD Ui0 -L9 W1i 34.95 15.71 1- R2: 5/8 ROD U10 -Lii W12 34.95 15.71 1- R2: 5/8 ROD Tensile Compressive Weld Available Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 0.442 0.188 3900 10728 11928 0 0 2301 .20xi.3 0.307 0.156 3900 4758 9204 3941 4808 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .i8x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 Valley Joist West Page 4 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J2 2 - 14KCS3 x 261 11.125 Rod web Parallel chord Constant shear short span Tensile Compressive Weld. Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U12 -Lll W13 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U12 -L13 W14 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 tJ14 -L13 W15 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U14 -1,15 W16 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U16 -1,15 W16 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (316 -1,17 W15 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (318 -1,17 W14 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (318 -1,19 W13 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (320 -1,19 W12 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (320 -1,21 Wil 34.95 15.71 1- R2; 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U22 -1,21 W10 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U22 -1,23 W9 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U24 -1,23 W8 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (324 -1,25 W7 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U26 -L25 W6 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (326 -1,27 W5 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (328 -L27 W4 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 (328 -1,29 W3 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U29 -1,29 Vl 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3942 4810 5057 .18x0.6 (330 -L29 W2R 69.33 36.47 1- R5: 3/4 ROD 0.442 0.188 3900 11046 11928 0 0 2171 .20x1.3 Valley Joist West Page 5 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T4 1 - 14KCS3 x 26'11.125 Rod web Parallel chord Constant shear short span End Length Depth Slope Holes Top Chord Ext BCXHoldback Pitch EP/#1L Tag 5.000 2.500 26.563 Opp 5.000 2.500 Y 2 0' 4.250 26.563 end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 319.125 in Design length 3900 # Minimum Shear 12.877 in Effective Depth 105 in4 Ix 99 in4 Minimum Ix 10.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 428000 in-#Moment 0.625 in Chord gap 0.295 in Camber 18.000 in Interior Panel 15.563 in Left end 15.563 in Right end 16 Web Vees 3900 # SJI reaction 3900 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 Center: L = 18.000 P = -33237 Pnz/)= -39259 M = 619 No Fillers Tag end panl: L = 15.563 P = -7439 Pnx/!n= -34349 M = 731 No Filler First point: P = -7439 Pn/) = -38504 M = 1312 Bearing seats: Tag End Opposite End L2x2x.125 Weld 1.36" L2x2x.125 Weld 1.36" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Fy = 50000 Q = 0.904 Ix= 0.434 Iy= 1.273 Rx = 0.623 Ry = 1.067 Rz = 0.396 'Center: L = 18.000 P = 33237 Pn/Q = 33539 Chord shear: V = 3900 T = 33237 fv = 6724 ft = 29730 f = 16315 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force All Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2 62.33 27.73 1- R5: 3/4 ROD 0.442 0.188 3900 8399 11928 0 0 3755 .20x1.0 01 -Li Vi 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3930 4795 5057 .18x0.6 02 -Li W3 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 02 -L3 W4 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 04 -L3 W5 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 04 -L5 W6 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 06 -L5 W7 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 06 -L7 W8 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 08 -L7 W9 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 U8 -L9 W1O 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 010 -L9 W11 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 010 -Lii W12 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 012 -Lii W13 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 012 -Li3 W14 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 014 -1,13 W15 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 .4758 9204 3900 4758 5057 .18x0.6 014 -1,15 W16 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 016 -L15 W17 34.95 15.71 1- R2: 5/8 ROD 0.307 0.156 3900 4758 9204 3900 4758 5057 .18x0.6 Valley 'Joist West Page 6 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J5 2 - 16KC55 x 26'11.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.563 Opp 5.000 2.500 35.563 end loads: TSJI NtUp Dead Live Eguk Wdup WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 319.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.295 in Camber 18.000 in Interior Panel 24.563 in Left end 24.563 in Right end 15 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 .P = -64091 Pnz/Q= -67426 M = 619 No Fillers Tag end panl: L = 24.563 P = -13358 Pnx/2= -53421 M = 2159 No Filler First point: P = -13358 Pn/( = -64125 M = 2595 Bearing seats: Tag End Opposite End L2x2x.125 Weld 1.36" L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/Q = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 66.53 36.59 1- R7: 7/8 ROD 0.601 0.219 5800 14563 16236 0 0 3996 .21x1.6 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5857 6884 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.i88 5800 68i7 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 UB -L9 W1O 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -L9 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.i88 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -L13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.i88 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -L15 W16 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 * Valley Joist West Page 7 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J7 3 - 18K6 x 26'11.125 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.563 Opp 5.000 2.500 41.563 Uniform TSJI load 375 #/ft full length Uniform Live load 243 #/ft full length Uniform Dead load 132 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 27 #/ft from 01 0" to 8'4" Uniform WdDn load 35 #/ft from 01 0" to 81 4" TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load*: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 319.125 in Design length 1247 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defi L/ 336 SJI Defl 436203 in-Moment 0.625 in Chord gap 0.295 in Camber 20.000 in Interior Panel 29.563 in Left end 29.563 in Right end 13 Web Vees 5487 # SJI reaction 5487 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end panl: L = 29.563 First point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -25749 Pnz/= -38476 P = -11787 Pnx/Q= -25501 P = -11787 Pn/ = -38504 Fy = 50000 Ry = 1.076 M = 521 M = 2145 M = 2538 Q = 1.000 Rz = 0.394 No Fillers No Filler Bearing seats: Tag End L2x2x.125 Weld 2.69" Opposite End L2x2x.125 Weld 2.69" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 20.000 P = 25740 Pn/Q = 28803 Chord shear: V = 4963 T = 13560 fv = 9916 Fy = 50000 Q = 0.953 Ry = 0.969 Rz = 0.346 ft = 14124 f = 12174 Valley Joist West Page 8 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J7 3 - 18K6 x 26'11.125 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 66.82 43.04 1- R7: 7/8 ROD 0.601 0.219 4963 12609 16236 193 489 2889 .21x1.4 Ui -Li Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1325 1539 6906 .20x0.2 U2 -Li W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 179 208 13254 4173 4846 6906 .20x0.6 U2 -L3 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3532 4102 13254 148 171 3600 .20x0.6 U4 -L3 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 . 157 182 13254 3516 4083 6906 .20x0.5 U4 -L5 W6 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 2876 3339 9204 126 146 3600 .18x0.6 U6 -L5 W7 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 135 157 9204 2860 3321 3600 .18x0.4 U6 -L7 W8 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 2219 2577 9204 106 123 3600 .18x0.6 U8 -L7 W9 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 115 133 9204 2204 2559 3600 .18x0.3 U8 -L9 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1563 1815 9204 110 128 3600 .18x0.6 U10 -L9 W1i 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 120 139 9204 1547 1797 3600 .18x0.2 U10 -Lii W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1247 1448 9204 115 134 3600 .18x0.6 U12 -Lii W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 125 145 9204 1247 1448 3600 .18x0.2 U12 -L13 W14 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1247 1448 9204 261 303 3600 .18x0.6 U14 -L13 W14 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1247 1448 9204 255 296 3600 .18x0.6 U14 -L15 W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 165 192 9204 1247 1448 3600 .18x0.2 U16 -L15 W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1247 1448 9204 156 181 3600 .18x0.6 U16 -L17 Wil 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 160 186 9204 1547 1797 3600 .18x0.2 U18 -L17 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1563 1815 9204 151 175 3600 .18x0.6 (118 -L19 W9 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 156 181 9204 2204 2559 3600 .18x0.3 U20 -L19 W8 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 2219 2577 9204 146 170 3600 .18x0.6 U20 -L21 W7 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 151 175 9204 2860 3321 3600 .18x0.4 U22 -L21 W6 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 2876 3339 9204 141 164 3600 .18x0.6 U22 -1,23 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 146 169 13254 3516 4083 6906 .20x0.5 U24 -L23 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3532 4102 13254 136 158 3600 .20x0.6 U24 -L25 W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 141 164 13254 4173 4846 6906 .20x0.6 U25 -L25 Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1325 1539 6906 .20x0.2 U26 -L25 W2 66.82 43.04 1- R7: 7/8 ROD 0.601 0.219 4963 12609 16236 121 307 2889 .21x1.4 Valley Joist West Page 9 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 2 - 18K6 x 26'11.125 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 5.000 2.500 31.563 Opp 5.000 2.500 31.563 Uniform TSJI load 375 #/ft full length Uniform Live load 243 #/ft full length Uniform Dead.load 132 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 27 #/ft from 0'0" to 8'4" Uniform WdDn load 35 #/ft from 0'0" to 81 4" TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. WdUp 333# AddLoad on Top chord at panel points. WdDn 333# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 400 815-5/8 81 5-5/8 U8 TSJI, Dead 18 1 5-1/2 end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.0 0.0 Kips 18.000 in Deep 319.125 in Design length 1297 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defi L/ 320 SJI Defl 457678 in-#Moment 0.625 in Chord gap 0.295 in Camber 20.000 in Interior Panel 19.563 in Left end 19.563 in Right end 14 Web Vees 5762 # SJI reaction 5612 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end pani: L = 19.563 First point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -26896 Pnz/= -38476 P = -10026 Pnx/Q= -32147 P = -10026 Pn/ = -38504 Fy = 50000 Ry = 1.076 M = 521 M = 854 M = 1282 Q = 1.000 Rz = 0.394 No Fillers No Filler Bearing seats: Tag End L2x2x.125 Weld 2.84" Opposite End L2x2x.125 Weld 2.75" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 20.000 P = 27017 Pn/C = 28803 Chord shear: V = 5410 T = 11868 fv = 10810 Fy = 50000 Q = 0.953 Ry = 0.969 Rz = 0.346 ft = 12362 f = 12452 Valley Joist West Page 10 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J10 2 - 18K6 x 26'11.125 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2 60.19 34.07 1- R5: 3/4 ROD 0.442 0.188 5410 10882 11928 38 76 2488 .20x1.3 01 -Li Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1304 1514 6906 .20x0.2 U2 -L1 W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 7 8 13254 4776 5546 6906 .20x0.7 02 -L3 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 4136 4802 13254 0 0 3600 .20x0.6 04 -L3 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4120 4784 6906 .20x0.6 04 -L5 W6 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3479 4040 13254 0 0 3600 .20x0.6 06 -L5 W7 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 3463 4022 6906 .20x0.5 06 -L7 W8 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 2823 3278 13254 0 0 3600 .20x0.6 08 -L7 W9 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 2807 3260 6906 .20x0.4 08 -L9 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1766 2051 9204 121 140 3600 .18x0.6 010 -L9 Wii 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 124 144 9204 1751 2033 3600 .18x0.3 010 -Lii W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1297 1506 9204 113 131 3600 .18x0.6 012 -Lii W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 116 135 9204 1297 1506 3600 .18x0.2 012 -L13 W14 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1297 1506 9204 302 351 3600 .18x0.6 014 -L13 W15 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 324 376 9204 1297 1506 3600 .18x0.2 014 -L15 W15 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 22 26 9204 1297 1506 3600 .18x0.2 U16 -L15 W14 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1297 1506 9204 6 7 3600 .18x0.6 016 -L17 W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 7 8 9204 1397 1623 3600 .18x0.2 U18 -L17 W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1418 1646 9204 4 4 3600 .18x0.6 U18 -1,19 Wil 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 15 17 9204 2029 2357 3600 .18x0.3 020 -L19 Wi0 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 2050 2380 9204 11 13 3600 .18x0.6 020 -1,21 W9 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 22 26 13254 2661 3091 6906 .20x0.4 022 -L21 WB 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 2682 3114 13254 19 22 3600 .20x0.6 022 -L23 Wi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 30 35 13254 3313 3847 6906 .20x0.5 024 -L23 W6 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3329 3865 13254 27 31 3600 .20x0.6 024 -L25 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 37 43 13254 3969 4609 6906 .20x0.5 026 -1,25 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3985 4628 13254 34 40 3600 .20x0.6 026 -L27 W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 45 52 13254 4626 5372 6906 .20x0.6 027 -L27 Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1277 1483 6906 .20x0.2 028 -1,27 W2 60.19 34.07 1- R5: 3/4 ROD 0.442 0.188 5260 10579 11928 49 99 2488 .20x1.3 Valley Joist West Page 11 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T12 1 - 18K6 x 26'11.125 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 31.563 Opp 5.000 2.500 Y 2 0' 4.250 31.563 Uniform TSJI load 375 #/ft full length Uniform Live load 243 #/ft full length Uniform Dead load 132 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 27 #/ft from 01 0" to 8'4" Uniform WdDn load 35 #/ft from 0'0" to 81 4" TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. WdUp 333# AddLoad on Top chord at panel points. WdDn 333# AddLoad on Top chord at panel points. end loads: TSJI Nttlp Dead Live Eguk WdUp WdDn 3Lod Left TCaxial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.0 0.0 Kips 18.000 in Deep 319.125 in Design length 1247 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defl L/ 336 SJI Defl 437766 in-#Moment 0.625 in Chord gap 0.295 in Camber 20.000 in Interior Panel 19.563 in Left end 19.563 in Right end 14 Web Vees 5487 # SJI reaction 5487 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 Center: L = 20.000 P = -25647 Pnz/= -38476 M = 521 No Fillers Tag end panl: L = 19.563 P = -9546. Pnx/c= -32147 M = 854 No Filler First point: P = -9546 Pn/Q = -38504 M = 1282 Bearing seats: Tag End L2x2x.125 Weld 2.69" Opposite End L2x2x.125 Weld 2.69" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix 0.283 Iy= 0.902 Rx = 0.543 Ry = 0.969 Rz = 0.346 Center: L = 20.000 P = 25841 Pn/Q = 28803 Chord shear: V = 5135 •T = 11226 fv = 10260 ft = 11692 f = 11809 Weld Thick x Length .20x1.2 .20x0.2 .20x0.6 .20x0.6 .20x0.5 .20x0.6 .20x0.4 .20x0.6 .20x0.4 .18x0.6 .i8x0.3 i8x0.6 .18x0.2 i8x0.6 .18x0.2 i8xo .2 .18x0.6 .18xO.2 .18x0.6 .18x0.3 . MO. 6 20x0 .4 20x0.6 .20xO.4 .20xO.6 .20x0.5 .20x0.6 20x0.6 .20x0.2 .20x1.2 Available Weld (in) Top/Bottm Valley Joist West Page 12 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T12 1 - 18K6 x 26'11.125 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li W2 60.19 Ui -Li Vi 30.55 1)2 -Li W3 30.55 1)2 -L3 W4 30.55 U4 -L3 W5 30.55 1)4 -L5 W6 30.55 U6 -L5 W7 30.55 1)6 -L7 W8 30.55 U8 -L7 W9 30.55 1)8 -L9 WiO 30.55 U10 -L9 Wii 30.55 U10 -Lii W12 30.55 U12 -Lii W13 30.55 U12 -L13 W14 30.55 U14 -L13 W15 30.55 tJ14 -L15 W15 30.55 U16 -L15 W14 30.55 1)16 -L17 W13 30.55 U18 -L17 W12 30.55 U18 -L19 Wll 30.55 1)20 -L19 MiD 30.55 1)20 -L21 W9 30.55 U22 -L21 W8 30.55 1)22 -L23 W7 30.55 1)24 -L23 W6 30.55 1)24 -L25 W5 30.55 1)26 -L25 W4 30.55 U26 -L27 W3 30.55 U27 -L27 Vi 30.55 U28 -L27 W2 60.19 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 34.07 1- R5: 3/4 ROD 0.442 0.188 5135 10328 11928 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 172 199 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3860 4483 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 137 159 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3204 3720 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 102 119 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 2547 2958 13254 19.67 i- R5: 3/4 ROD 0.442 0.188 68 79 13254 19.67 1- R2: 5/8 ROD 0.307 0.156 1891 2196 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 49 57 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1253 1455 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 41 48 9204 19.67 1- R2 5/8 ROD 0.307 0.156 1247 1448 9204 19.67 i- R2: 5/8 ROD 0.307 0.156 199 231 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 147 170 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1247 1448 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 82 95 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1293 1501 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 89 104 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1925 2235 9204 19.67 1- R5: 3/4 ROD 0.442 0.188 97 113 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 2557 2969 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 105 122 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3204 3720 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 112 130 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3860 4483 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 120 139 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 34.07 1- R5: 3/4 ROD 0.442 0.188 5135 10328 11928 Compressive Shear Force Allow lbs lbs lbs 203 408 2488 1302 1512 6906 4501 5227 6906 134 155 3600 3845 4465 6906 99 115 3600 3188 3702 6906 65 75 3600 2532 2940 6906 46 53 3600 1875 2178 3600 38 44 3600 1247 1448 3600 177 206 3600 1247 1448 3600 1247 1448 3600 125 145 3600 1272 1478 3600 79 91 3600 1905 2212 3600 86 100 3600 2537 2946 6906 94 109 3600 3188 3702 6906 102 118 3600 3845 4465 6906 109 127 3600 4501 5227 6906 1276 1482 6906 124 250 2488 Valley Joist West Page 13 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 .Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J13 4 - 16KCS5 x 26'11.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Opp 5.000 2.500 35.563 end loads: TSJI NtUp Dead Live Equk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 319.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defi 934000 in-Moment 0.750 in Chord gap 0.295 in Camber 18.000 in Interior Panel 24.563 in Left end 24.563 in Right end 15 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/= -67426 M = 619 No Fillers Tag end pani: L = 24.563 P = -13358 Pnx/C= -53421 M = 2159 No Filler First point: P = -13358 Pn/) = -64125 M = 2595 Bearing seats: Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/Q = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm (JO -Li W2 66.53 36.59 1- R7: 7/8 ROD 0.601 0.219 5800 14563 16236 0 0 3996 •21xi.6 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5857 6884 8085 •20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5; 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -L9 Wil 31.70 17.13 1- R5; 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -1,13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -L13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 •20x0.8 U14 -L15 W16 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 14 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J17 2 - 16KCS5 x 26'11.125 Rod web Parallel chord Constant shear short span End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.000 Opp 5.000 2.500 36.125 HOLD CLEAR FOR 3" DRAG STRUT@ 4'-6",9'-0",13'--6 1/4",18'-0 1/4" & 22'-6 1/4" FTE OAL end loads: TSJI NtUp Dead Live Eguk Wdup WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 319.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Def 1 L/ 0 SJI Def 1 934000 in-#Moment 0.750 in Chord gap 0.295 in Camber 18.000 in Interior Panel 24.000 in Left end 25.125 in Right end 15 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/Q= -67426 M = 619 No Fillers Tag end panl: L = 24.000 P = -13134 Pnx/= -53864 M = 2056 No Filler First point: P = -13134 Pn/c) = -64125 M = 2488 Opp end panl: L = 25.125 P = -13582 Pnx/= -52970 M = 2264 No Filler Last point: P = -13582 Pn/c = -64125 M = 2706 Bearing seats: Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pnk2 = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2L 66.17 36.07 1- R7: 7/8 ROD 0.601 0.219 5800 14358 16236 0 0 4111 .21xi.6 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5856 6883 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.i88 5800 68i7 13254 5800 681 7 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -1.7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -1.9 Wii 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 15 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J17 2 - 16KCS5 x 26'11.125 Rod web Parallel chord Constant shear shortspan Length Area R Location Web Slope in Member in2 in 012 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 012 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 014 -L13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U14 -1,15 W16 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 016 -1.15 W16 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 016 -L17 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 018 -1,17 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U18 -1,19 W13 31.70 17.13 1- RS: 3/4 ROD 0.442 0.188 020 -L19 W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 020 -L21 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 022 -1,21 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 022 -L23 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U24 -1,23 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U24 -L25 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 026 -1.25 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 026 -L27 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 028 -1,27 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 028 -L29 W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 029 -1.29 Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 030 -L29 W2R 66.88 37.11 1- R7: 7/8 ROD 0.601 0.219 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5858 6885 8085 .20x0.8 5800 14768 16236 0 0 3886 .21x1.6 Valley Joist West Page 16 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J19 1 - 16KCS5 x 261 11.125 Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 . 35.000 Opp 5.000 2.500 36.125 HOLD CLEAR FOR 3" DRAG STRUT@ 4'-6",9'-0",13'-6 1/4",18'-0 1/4" & 22t_6 1/4" FTE OAL end loads: TSJI NttJp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 319.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.295 in Camber 18.000 in Interior Panel 24.000 in Left end 25.125 in Right end 15 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 .Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/= -67426 M = 619 No Fillers Tag end panl: L = 24.000 P = -13134 Pnx/Q= -53864 M = 2056 No Filler First point: P = -13134 Pn/Q = -64125 M = 2488 Opp end panl: L = 25.125 P = -13582 Pnx/= -52970 M = 2264 No Filler Last point: P = -13582 Pn/ = -64125 M = 2706 Bearing seats: Tag End. L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 . A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 . Iy 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/) = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UQ -Li W2L 66.17 36.07 1- R7: 7/8 ROD 0.601 0.219 5800 14358 16236 0 0 4111 21xl.6 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5856 6883 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 WS 31.70 17.13 1- R5; 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 (16 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 06 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U1O -L9 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lil W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 17 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J19 1 - 16KCS5 x 26'11.125 Rod web Parallel chord Constant shear shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm U12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -1,13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -1,13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -L15 W16 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U16 -1,15 W16 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U16 -L17 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U18 -1,17 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U18 -L19 W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U20 -1,19 W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U20 -L21 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U22 -1,21 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U22 -1,23 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U24 -L23 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U24 -L25 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U26 -1,25 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 026 -L27 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 028 -L27 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 028 -L29 W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 029 -1,29 Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5858 6885 8085 .20x0.8 030 -L29 W2R 66.88 37.11 1- R7: 7/8 ROD 0.601 0.219 5800 14768 16236 0 0 3886 .21x1.6 Valley Joist West Page 18 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J20 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 42.500 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft full length Uniform WdUp load 27 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending.. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 10 1 2 101 2 U10 TSJI, Dead 600 9 1 0 81 9-1/2 19'2 022 TSJI, Dead HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 1070 # Minimum Shear 12.861 in Effective Depth 119 in4 Ix 70 in4 Minimum Ix 10.000 in Clear Depth L/ 700 Live Defl L/ 224 SJI Defl 490885 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 30.000 in Left end 31.500 in Right end 15 Web Vees 5350 # SJI reaction 5410 # SJI reaction Top Chord: 2-L L2x2x.200 Bridg < 156" Ix= 0.576 Center: L = 18.000 Tag end panl: L = 30.000 First point: Opp end panl: L = 31.500 Last point: Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.176 Ix= 0.516 Center: L = 18.000 Chord shear: V = 5202 A = 1.520 Y = 0.574 Iy= 1.770 Rx = 0.616 P = -38167 Pnz/Q= -41834 P = -15775 Pnx/c= -26812 P = -15775 Pn/Q = -41040 P = -16497 Pnx/C2= -25667 P = -16497 Pn/c2 = -41040 L2x2x.125 Weld 2.48" L2x2x.125 Weld 2.51" A = 1.346 Y = 0.565 Iy= 1.552 Rx = 0.619 P = 38151 Pn/Q = 40381 T = 18488 fv = 7390 Fy = 50000 Q = 1.000 Ry=1.079 Rz=0.393 M = 2172 No Fillers M = 5187 No Filler M = 4092 M = 5531 No Filler M = 4412 Fy = 50000 Q = 0.981 Ry=1.074 Rz=0.394 ft = 13735 f = 10088 Weld Thick x Length .23x1.7 .21x0.3 .21x0.7 .21x0.6 .21x0.6 .20x0.6 .20x0.6 .20x0.6 .20x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .l8x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0.3 18x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.6 21x0.6 .21x0.7 21x0.7 21x0.3 .23x1.8 Available Weld (in) Top/Bottm Valley Joist West Page 19 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J20 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location . Web Slope 00 -Li W2L 71.75 Ui -Li Vi 34.98 02 -Li W3 34.98 02 -L3 W4 34.98 U4 -L3 W5 34.98 04 -L5 W6 34.98 06 -L5 W7 34.98 06 -L7 W8 34.98 08 -L7 W9 34.98 08 -L9 W10 34.98 010 -L9 W11 34.98 010 -Lii W12 34.98 012 -Lii W13 34.98 U12 -L13 W14 34.98 014 -1,13 W15 34.98 014 -1,15 W16 34.98 016 -1,15 W16 34.98 016 -1,17 W15 34.98 018 -L17 W14 34.98 018 -1,19 W13 34.98 U20 -L19 W12 34.98 020 -L21 Wil 34.98 022 -L21 W10 34.98 022 -L23 W9 34.98 024 -1,23 W8 34.98 024 -1,25 W7 34.98 026 -1,25 W6 34.98 026 -1,27 W5 34.98 028 -1,27 W4 34.98 028 -1,29 W3 34.98 029 -L29 Vi 34.98 U30 -L29 W2R 72.38 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 41.07 1- R9:1-IN ROD 0.785 0.250 5202 16611 21206 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 4122 5031 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 15.70 1- R5: 3/4 ROD 0.442 0.188 3625 4425 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3129 3818 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 15.70 1- R2: 5/8 ROD 0.307 0.156 2632 3212 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1535 1873 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 342 418 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1070 1306 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 459 560 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 541 660 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1070 1306 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 409 499 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1070 1306 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 297 363 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1553 1895 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 290 354 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2050 2502 9204 15.70 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3147 3841 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3644 4447 13254 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 4141 5054 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 42.49 1- R9:1-IN ROD 0.785 0.250 5239 17309 21206 Compressive Shear Force Allow lbs lbs lbs 0 0 5412 1248 1523 13298 4589 5602 13298 0 0 5063 4093 4995 . 13298 0 0 5063 3596 4389 8751 O 0 5063 3099 3782 8751 0 0 5063 2602 3176 5063 315 384 5063 1505 1837 5063 429 523 5063 1070 1306 5063 1070 1306 5063 511 624 5063 1070 1306 5063 379 462 5063 1523 1859 5063 279 341 5063 2020 2466 5063 272 332 5063 3117 3804 8751 0 0 5063 3614 4411 8751 0 0 5063 4111 5017 13298 0 0 5063 4608 5624 13298 1269 1549 13298 O 0 5055 Valley Joist West Page 20 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J21 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 42.500 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 1300 17 1 8 171 8 U20 WdUp, WdDn 1300 4 1 31/2 . 23'8 U28 WdUp, WdDn HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0. 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep . 331.500 in Design length 920 # Minimum Shear 12.856 in Effective Depth 123 in4 Ix 70 in4 Minimum Ix 10.000 in Clear Depth L/ 723 Live Defl L/ 274 SJI Defl 506637 in-Moment . 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 30.000 in Left end 31.500 in Right end 15 Web Vees 4780 # SJI reaction 4780 # SJI reaction Top Chord: 2-L L2x2x.216 Bridg < 157" Ix= 0.615 Center: L = 18.000 Eighth: L = 18.000 Tag end panl: L = 30.000 First point: Opp end panl: L = 31.500 Last point: Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.176 Ix= 0.516 Center: L = 18.000 Chord shear: V = 5252 A = 1.635 Y = 0.579 Iy= 1.916 Rx = 0.613 P = -39253 Pnx/Q= -47334 P = -38338 Pnz/Q= -44976 P = -15934 Pnx/Q= -28789 P = -15934 Pn/ = -44137 P = -18253 Pnx/Q= 36397 P = -18253 Pn/Q = -44137 L2x2x.125 Weld 2.21" L2x2x.125 Weld 2.52" A = 1.346 Y = 0.565 Iy= 1.552 Rx = 0.619 P = 39410 Pn/Q = 40381 T = 18668 fv = 7460 Fy = 50000 Q =1.000 Ry = 1.083 Rz = 0.392 M = 4461 2 Fillers No Fillers M = 9125 Filler Reqd M = 6116 M = 9633 Filler Reqd M = 6511 Fy = 50000 Q = 0.981 Ry = 1.074 Rz = 0.394 ft = 13869 f = 10185 Weld Thick x Length .23x1.7 .21x0.3 .21x0.7 .21x0.7 .21x0.6 .20x0.6 .20x0.6 .20x0.6 .20x0.5 .18x0.6 18x0.4 .18x0.6 .l8xO.3 18x0 .6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.4 . IM. 6 .20x0.5 .20x0.6 .20x0.6 .20x0.6 .21x0.6 .21x0.6 .21x0.8 .21x0.3 .19x3.4 Available Weld (in) Top/Bottm 8.3/ 8.3 Valley Joist West Page 21 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J21 1 - 14K6 x 271 11.500 Special Rod web Parallel chord Shortspan Length Area R Location Web Slope in Member 1n2 in U0 -Li W2L 71.76 41.06 1- R9:1-IN ROD 0.785 0.250 Ui -Li Vi 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 02 -Li W3 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 02 -L3 W4 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 U4 -L3 W5 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 04 -L5 W6 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 06 -L5 W7 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 U6 -L7 W8 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 08 -L7 W9 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 08 -L9 W10 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 010 -L9 Wil 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 010 -Lii W12 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 012 -Lii W13 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 012 -1,13 W14 35.00 15.69 1- R2; 5/8 ROD 0.307 0.156 014 -L13 W15 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156. U14 -L15 W16 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 016 -L15 W16 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 016 -L17 W15 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 018 -L17 W14 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 018 -L19 W13 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 020 -L19 W12 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 020 -L21 Wil 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 022 -1,21 W10 35.00 15.69 1- R2: 5/8 ROD 0.307 0.156 022 -L23 W9 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 024 -L23 W8 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 024 -L25 W7 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 026 -L25 W6 35.00 15.69 1- R5: 3/4 ROD 0.442 0.188 026 -L27 W5 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 028 -L27 W4 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 028 -L29 W3 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 029 -L29 Vi 35.00 15.69 1- R7: 7/8 ROD 0.601 0.219 030 -L29 W2R 72.39 42.49 1- L2x2x.187 0.713 0.394z Tensile Shear Force Allow lbs lbs lbs 5252 16777 21206 425 519 18040 533 651 18040 4196 5122 18040 523 638 18040 3691 4505 13254 512 625 13254 3186 3889 13254 502 612 13254 2681 3272 9204 491 600 9204 2175 2656 9204 481 587 9204 1754 2141 9204 470 574 9204 1359 1659 9204 558 681 9204 963 1176 9204 1025 1251 9204 568 693 9204 1530 1867 9204 466 568 9204 2620 3198 9204 476 581 13254 3125 3815 13254 487 594 13254 3630 4431 13254 497 607 18040 4135 5048 18040 1288 1572 18040 426 519 18040 5794 19150 19252 Compressive Shear Force Allow lbs lbs lbs 542 1731 5413 1836 2242 13300 4655 5682 13300 526 642 5064 4150 5066 13300 515 629 5064 3645 4449 8753 505 616 5064 3140 3833 8753 494 603 5064 2635 3216 5064 484 591 5064 2130 2600 5064 473 578 5064 1703, 2079 5064 550 671 5064 1308 1596 5064 979 1195 5064 912 1114 5064 1484 1812 5064 522 637 5064 2574 3142 5064 469 572 5064 3079 3759 8753 479 585 5064 3584 4375 8753 490 598 5064 4089 4992 13300 500 611 5064 5179 6323 13300 1858 2268 13300 1296 4285 13252 Valley Joist West Page 22 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J22 1 - 14K6 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 42.500 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 11'8 U12 TSJI, Dead 1300 101 3-1/2 171 8 U20 WdUp, WdDn HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-O",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 995 # Minimum Shear 12.866 in Effective Depth 115 in4 Ix 70 in4 Minimum Ix 10.000 in Clear Depth L/ 673 Live Defi L/ 231 SJI Defl 482802 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 30.000 in Left end 31.500 in Right end 15 Web Vees 5130 # SJI reaction 5030 # SJI reaction Top Chord: 2-L L2x2x.200 Bridg < 156" Ix= 0.576 Center: L = 18.000 Tag end panl: L = 30.000 First point: Opp end panl: L = 31.500 Last point: A = 1.520 Y = 0.574 Iy= 1.770 Rx = 0.616 P = -37525 Pnz/= -41834 P = -15153 Pnx/C= -26812 P = -15153 Pn/ = -41040 P = -15841 Pnx/Q= -25667 P = -15841 Pn/Q = -41040 Fy = 50000 Ry = 1.079 M = 2155 M = 5094 N = 3982 M = 5429 M = 4291 Q = 1.000 Rz = 0.393 No Fillers No Filler No Filler Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.163 Ix= 0.482 Center: L = 18.000 Chord shear: V = 4999 L2x2x.125 Weld 2.36" L2x2x.125 Weld 2.39" A = 1.251 Y = 0.560 Iy= 1.435 Rx = 0.621 P = 37514 Pn/Q = 37526 T = 17767 fv = 7667 Fy = 50000 Q = 0.952 Ry = 1.071 Rz = 0.395 ft = 14204 f = 10451 Weld Thick x Length .21x1.8 .21x0.3 .21x0.6 .21x0.6 .21x0.6 .20x0. 6 .20x0.5 .20x0.6 .20x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 18x0 .6 18x0.4 .18x0.6 .20x0.5 .20x0.6 .20x0.5 .20x0.6 .21x0.6 .21x0.6 .21x0.6 .21x0.3 .23x1.7 Available Weld (in) Top/Bottm Valley Joist West Page 23 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J22 1 - 14K6 x 27'11.500 Special Rod web Parallel. chord Shortspan Location Web Slope UO -Li 02L 71.74 Ui -LL Vi 34.97 U2 -Li W3 34.97 U2 -L3 W4 34.97 U4 -L3 W5 34.97 U4 -L5 W6 34.97 U6 -L5 W7 34.97 U6 -L7 W8 34.97 U8 -L7 W9 34.97 U8 -L9 W10 34.97 U10 -L9 Wii 34.97 U10 -Lii W12 34.97 U12 -Lii W13 34.97 U12 -L13 W14 34.97 U14 -L13 W15 34.97 U14 -LiS W16 34.97 U16 -1,15 W16 34.97 U16 -L17 W15 34.97 U18 -L17 W14 34.97 U18 -L19 W13 34.97 U20 -L19 W12 34.97 U20 -L21 Wil 34.97 U22 -L21 W10 34.97 U22 -L23 W9 34.97 U24 -L23 W8 34.97 U24 -L25 W7 34.97 U26 -1,25 W6 34.97 U26 -L27 W5 34.97 U28 -L27 W4 34.97 U28 -L29 W3 34.97 U29 -L29 Vi 34.97 U30 -L29 W2R 72.38 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 41.07 1- R7: 7/8 ROD 0.601 0.219 4999 15956 16236 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 182 222 18040 15.70 1- R7;7/8 ROD 0.601 0.219 3974 4850 18040 15.70 1- R7; 7/8 ROD 0.601 0.219 213 261 18040 15.70 1- R5: 3/4 ROD 0.442 0.188 3501 4272 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 245 299 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3028 3695 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 277 338 13254 15.70 1- R2: 5/8 ROD 0.307 0.156 2554 3117 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 309 377 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2081 2540 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 341 416 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1008 1230 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 939 1146 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 601 733 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1080 1318 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 248 302 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1315 1605 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1699 2074 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 580 708 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2571 3137 9204 15.70 1- R5: 3/4 ROD 0.442 0.188 548 669 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3044 3715 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 516 630 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3517 4292 13254 15.70 1- R7: 7/8 ROD 0.601 0.219 485 591 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 3990 4870 18040 15.70 1- R7: 7/8 ROD 0.601 0.219 453 553 18040. 15.70 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 42.49 1- R9:1-IN ROD 0.785 0.250 5032 16621 21206 Compressive Shear Force Allow lbs lbs lbs 109 349 3172 1214 1481 13296 4418 5391 13296 196 239 5061 3944 4814 13296 227 277 5061 3471 4236 8749 259 316 5061 2998 3658 8749 291 355 5061 2524 3081 5061 323 394 5061 2051 2503 5061 909 1110 5061 995 1214 5061 1050 1281 5061 571 697 5061 1285 1568 5061 218 266 5061 1670 2037 5061 0 0 5061 2541 3101 5061 562 686 5061 3014 3678 8749 530 647 5061 3487 4256 8749 499 608 5061 3961 4833 13296 467 570 5061 4434 5411 13296 1234 1505 13296 378 1247 5054 Valley Joist West Page 24 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T23 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Y 2 0' 4.250 30.000 Opp 5.000 2.500 Y 2 0' 4.250 35.500 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 600 91 3 9'3 U10 TSJI, Dead 2600 .410 141 8-1/2 13'3 U15 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 995 # Minimum Shear 12.861 in Effective Depth 119 in4 Ix 70 in4 Minimum Ix 10.000 in Clear Depth L/ 700 Live Defi L/ 269 SJI Defl 488940 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 19.000 in Left end 24.500 in Right end 16 Web Vees 4583 # SJI reaction 4377 # SJI reaction Top Chord: 2-L L2x2x.200 A = 1.520 Y = 0.574 Fy = 50000 Q = 1.000 Bridg < 156" Ix= 0.576 Iy= 1.770 Rx = 0.616 Ry = 1.079 Rz = 0.393 Center: L = 6.000 P = -38016 Pnz/c= -45.165 M = 2 No Fillers Tag end pani: L = 19.000 P = -11030 Pnx/c= -34598 M = 612 No Filler First point: P = -11030 Pn/a = -41040 M = 849 Opp end panl: L = 24.500 P = -12314 Pnx/c= -30896 M = 1076 No Filler Last point: P = -12314 Pn/ = -41040 M = 1295 Bearing seats: Tag End L2x2x.125 Weld 2.60" Opposite End L2x2x.125 Weld 2.46" Bot Chord: 2-L L2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 1.552 Rx = 0.619 Ry = 1.074 Rz = 0.394 Center: L = 18.000 P = 37598 Pn/Q = 40381 Chord shear: V = 5066 T = 13941 fv = 7197 ft = 10357 f = 8866 Weld Thick x Length .21x1.3 .20x0.3 .20x0.7 .20x0.7 .20x0.6 .18x0.6 .18x0.6 .i8x0.6 .18x0.5 .18x0.6 .18x0.5 .18x0.6 .18x0.3 18x0 .6 .18x0.3 .18x0.3 .11xl.8 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.4 18x0.6 .18x0.5 18x0.6 .18x0.5 .18x0.6 .20x0.6 .20x0.6 .20x0.6 .20x0.3 2115 Available Weld (in) Top/Bottm 4.4/ 4.4 Valley Joist West Page 25 V2.2.1.0 Job #7F01307 - By Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA KR 14:00 Entered 03/05/18 Revised 03/12/18 Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T23 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 65.33 Ui -Li Vi 34.98 U2 -Li W3 34.98 U2 -L3 W4 34.98 U4 -L3 W5 34.98 04 -L5 W6 34.98 06 -L5 W7 34.98 06 -L7 W8 34.98 08 -L7 W9 34.98 08 -L9 W10 34.98 010 -L9 W1i 34.98 U10 -Lii W12 34.98 U12 -Lii W13 34.98 012 -L13 W14 34.98 014 -L13 W15 34.98 U14 -L15 W16 34.98 U15 -L15 V2 13.13 U16 -1,15 W17 34.98 U16 -L17 W17 34.98 018 -L17 W16 34.98 018 -L19 W15 34.98 020 -L19 W14 34.98 U20 -L21 W13 34.98 022 -L21 W12 34.98 (122 -L23 Wil 34.98 024 -L23 W10 34.98 U24 -L25 W9 34.98 026 -L25 W8 34.98 026 -L27 W7 34.98 028 -L27 W6 34.98 028 -L29 W5 34.98 030 -L29 W4 34.98 030 -L31 W3 34.98 U31 -L31 Vi 34.98 032 -L31 W2R 69.00 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 30.81 1- R7: 7/8 ROD 0.601 0.219 5066 12138 16236 15.70 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 636 776 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 4201 5127 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 648 791 13254 15.70 1- R2: 5/8 ROD 0.307 0.156 3760 4589 9204 15.70 i- R2: 5/8 ROD 0.307 0.156 660 806 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 3319 4051 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 672 821 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2878 3513 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 685 836 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1838 2243 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1057 1290 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1404 1713 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1090 1330 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1132 1382 9204 13.21 2- Lixlx.109 0.412 0.307x 1262 1296 12367 15.70 1- R2: 5/8 ROD 0.307 0.156 1075 1312 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 766 935 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1297 1583 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 754 920 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1618 1975 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 742 905 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2036 2485 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 729 890 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2477 3023 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 717 875 9204 15.70 1- R2; 5/8 ROD 0.307 0.156 2917 3561 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 705 860 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 3358 4099 9204 15.70 1- R5: 3/4 ROD 0.442 0.188 693 845 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 3799 4636 13254 15.70 1- •R5: 3/4 ROD 0.442 0.188 680 830 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 35.88 1- R7: 7/8 ROD 0.601 0.219 4728 13191 16236 Compressive Shear Force Allow lbs lbs lbs 614 1472 5635 970 1184 8751 4628 5648 8751 640 781 5063 4187 5110 8751 652 796 5063 3746 4572 5063 664 811 5063 3306 4035 5063 677 826 5063 2865 3497 5063 1049 1280 5063 1824 2226 5063 1076 1314 5063 1390 1696 5063 1171 1429 5063 2392 2456 11384 822 1003 5063 1284 1567 5063 758 925 5063 1604 1958 5063 746 910 5063 2022 2468 5063 733 895 5063 2463 3006 5063 721 880 5063 2904 3544 5063 709 865 5063 3344 4082 5063 697 850 5063 3785 4620 8751 684 835 5063 4226 5158 8751 1039 1268 8751 655 1827 4155 Valley Joist West Page 26 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J24 2 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 30.000 Opp 5.000 2.500 35.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 600 91 3 181 8-1/2 91 3 U10 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 939 # Minimum Shear 14.941 in Effective Depth 129 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth LI 682 Live Defi LI 306 SJI Defi 416195 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 19.000 in Left end 24.500 in Right end 16 Web Vees 4360 # SJI reaction 4154 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 18.000 Tag end panl: L = 19.000 First point: Opp end pani: L = 24.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -27796 Pnz/Q= -39259 P = -8865 Pnx/c= -32478 P = -8865 Pn/( = -38504 P = -9974 Pnx/C= -29013 P = -9974 Pn/ =-38504 Fy = 50000 Q = 1.000 Ry=l.076 Rz=0.394 M = 4121 No Fillers M = 5034 No Filler M = 3336 M = 6694 No Filler M = 4362 Bearing seats: Tag End L2x2x.125 Weld 2.12" Opposite End L2x2x.125 Weld 2.01" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 18.000 P = 27857 Pn/a = 28803 Chord shear: V = 4730 T = 11166 fv = 9451 Fy = 50000 Q = 0.953 Ry=0.969 Rz=0.346 ft = 11630 f = 11097 Valley Joist West Page 27 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J24 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li 0L 61.92 Ui -Li Vi 31.06 U2 -Li W3 31.06 02 -L3 W4 31.06 U4 -L3 W5 31.06 U4 •-L5 W6 31.06 06 -L5 W7 31.06 06 -L7 W8 31.06 U8 -L7 W9 31.06 08 -L9 W10 31.06 (110 -L9 Wil 31.06 ti10 -Lii W12 31.06 U12 -Lii W13 31.06 (112 -L13 W14 31.06 (114 -L13 W15 31.06 (114 -1,15 W16 31.06 (116 -1,15 (417 31.06 U16 -L17 W17 31.06 018 -L17 W16 31.06 (118 -L19 W15 31.06 020 -L19 W14 31.06 (120 -L21 W13 31.06 022 -1,21 W12 31.06 022 -1,23 Wii 31.06 U24 -1,23 MiD 31.06 024 -1,25 W9 31.06 026 -1,25 W8 31.06 026 -L27 W7 31.06 028 -1,27 W6 31.06 028 -L29 W5 31.06 030 -1,29 W4 31.06 U30 -1,31 W3 31.06 U31 -1,31 vi 31.06 032 -L31 W2R 65.96 Tensile Compressive Weld Available Length Area R Shear Force Ailow Shear Force Allow Thick x Weld (in) in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 31.74 1- R5: 3/4 ROD 0.442 0.188 4730 10048 11928 467 993 2867 .20x1.2 17.44 1- R5: 3/4 ROD 0.442 0.188 512 598 13254 1573 1837 7939 .20x0.3 17.44 1- R5: 3/4 ROD 0.442 0.188 422 493 13254 4306 5027 7939 .20x0.6 17.44 1- R5: 3/4 ROD 0.442 0.188 3893 4544 13254 378 442 4400 .20x0.6 17.44 1- R5: 3/4 ROD 0.442 0.188 365 426 13254 3863 4510 7939 .20x0.5 17.44 1- R2: 5/8 ROD 0.307 0.156 3450 4027 9204 321 375 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 308 360 9204 3420 3993 4400 .i8x0.5 17.44 1- R2: 5/8 ROD 0.307 0.156 3007 3510 9204 264 308 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 251 293 9204 2977 3476 4400 .18x0.4 17.44 1- R2: 5/8 ROD 0.307 0.156 2564 2993 9204 207 242 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 194 226 9204 2534 2958 4400 .18x0.4 17.44 1- R2: 5/8 ROD 0.307 0.156 1520 1775 9204 510 595 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 497 580 9204 1491 1741 4400 .18x0.3 17.44 1- R2: 5/8 ROD 0.307 0.156 1077 1258 9204 453 529 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 440 513 9204 1048 1223 4400 .18x0.3 17.44 1- R2: 5/8 ROD 0.307 0.156 939 1096 9204 595 695 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 939 1096 9204 615 718 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 338 395 9204 939 1096 4400 .18x0.3 17.44 1- R2: 5/8 ROD 0.307 0.156 948 1106 9204 309 361 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 186 217 9204 1307 1526 4400 .18x0.3 17.44 1- R2: 5/8 ROD 0.307 0.156 1337 1560 9204 199 232 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 243 283 9204 1750 2043 4400 .18x0.3 17.44 1- R2: 5/8 ROD 0.307 0.156 1780 2078 9204 256 298 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 300 350 9204 2193 2560 4400 .18x0.3 17.44 1- R2: 5/8 ROD 0.307 0.156 2223 2595 9204 313 365 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 357 417 9204 2636 3078 4400 .18x0.4 17.44 1- R2: 5/8 ROD 0.307 0.156 2666 3112 9204 370 432 4400 .18x0.6 17.44 1- R2: 5/8 ROD 0.307 0.156 414 483 9204 3079 3595 4400 .18x0.5 17.44 1- R2: 5/8 ROD 0.307 0.156 3109 3629 9204 427 498 4400 .18x0.6 17.44 1- R5: 3/4 ROD 0.442 0.188 471 550 13254 3522 4112 7939 .20x0.5 17.44 1- R5: 3/4 ROD 0.442 0.188 3552 4146 13254 484 565 4400 .20x0.6 17.44 1- R5: 3/4 ROD 0.442 0.188 528 617 13254 3965 4629 7939 .20x0.6 17.44 1- R5: 3/4 ROD 0.442 0.188 517 603 13254 1616 1886 7939 .20x0.3 36.68 1- R5: 3/4 ROD 0.442 0.188 4448 10921 11928 578 1419 2146 .20x1.3 Valley Joist West Page 28 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J26 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 34.500 Uniform TSJI load 348 #/ft full length Uniform Live load 217 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 600 91 3 181 8-1/2 91 3 U8 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 331.500 in Design length 1275 # Minimum Shear 16.877 in Effective Depth 179 1n4 Ix 122 in4 Minimum Ix 14.000 in Clear Depth L/ 608 Live Defl L/ 324 SJI Defi 504007 in-#Moment 0.625 in Chord gap 0.318 in Camber 20.000 in Interior Panel 29.000 in Left end 22.500 in Right end 14 Web Vees 5704 # SJI reaction 5498 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end panl: L = 29.000 First point: Opp end panl: L = 22.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -29862 Pnz/= -38476 P = -12868 Pnx/Q= -25900 P = -12868 Pn/ø = -38504 P = -10543 Pnx/Q= -30328 P = -10543 Pn/ = -38504 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 4628 No Fillers M = 8174 No Filler M = 5776 M = 6126 No Filler M = 4215 Bearing seats: Tag End L2x2x.125 Weld 2.80" Opposite End L2x2x.125 Weld 2.69" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 20.000 p = 29863 Pn/a = 33539 Chord shear: V = 5568 T = 15264 fv = 9601 Fy = 50000 Q = 0.904 Ry=1.067 Rz=0.396 ft = 13654 f = 11781 Weld Thick x Length .21x1.6 .20x0.3 .20x0.7 .20x0.6 .20x0.6 .20x0.6 .20x0.5 .20x0.6 .20x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.2 .18x0.2 .18x0.6 .18x0.2 .18x0.6 .18x0.3 .18x0.6 .18x0.4 .18x0.6 20x0.4 20x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.6 20x0.7 .20x0.3 .20x1.4 Available Weld (in) Top/Bottm Valley Joist West Page 29 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J26 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 66.60 01 -Li Vi 30.65 02 -Li W3 30.65 02 -L3 W4 30.65 04 -L3 W5 30.65 04 -L5 W6 30.65 06 -L5 W7 30.65 06 -L7 W8 30.65 08 -L7 W9 30.65 08 -L9 W10 30.65 010 -L9 Wil 30.65 U10 -Lii W12 30.65. U12 -Lii W13 30.65 U12 -L13 W14 30.65 014 -L13 W15 30.65 U14 -L15 W15 30.65 016 -L15 W14 30.65 016 -Lii W13 30.65 018 -L17 W12 30.65 U18 -L19 Wil 30.65 020 -L19 W10 30.65 020 -L21 W9 30.65 022 -L21 WB 30.65 022 -L23 W7 30.65 024 -L23 W6 30.65 024 -L25 W5 30.65 026 -L25 W4 30.65 026 -L27 W3 30.65 027 -L27 Vi 30.65 028 -L27 W2R 62.56 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 42.50 1- R7: 7/8 ROD 0.601 0.219 5568 14021 16236 19.62 1- R5: 3/4 ROD 0.442 0.188 499 580 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 264 306 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4265 4957 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 219 255 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3643 4234 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 175 204 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3021 3511 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 131 152 13254 19.62 1- R2: 5/8 ROD 0.307 0.156 1799 2091 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 447 520 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1275 1482 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 403 468 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 .. 573 666 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1275 1482 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 232 270 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1275 1482 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 181 210 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1774 2062 9204 19.62 1- R2: 5/8 ROD 0.307 .0.156 225 261 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 2396 2785 9204 19.62 1- R5: 3/4 ROD 0.442 0.188 269 312 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3018 3508 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 313 364 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3640 4231 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 357 415 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4262 4953 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 401 466 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 496 577 13254 36.62 1- R5: 3/4 ROD 0.442 0.188 5475 11879 11928 Compressive Shear Force Allow lbs lbs lbs 297 747 2963 1822 2118 6931 4854 5642 6931 234 272 3618 4232 4919 6931 190 221 3618 3610 4196 6931 146 169 3618 2988 3473 6931 462 536 3618 1766 2053 3618 417 485 3618 1275 1482 3618 1275 1482 3618 534 621 3618 1275 1482 3618 200 232 3618 1741 2024 3618 195 227 3618 2363 2747 3618 239 278 3618 2985 3470 6931 283 329 3618 3607 4192 6931 327 380 3618 4229 4915 6931 371 432 3618 4851 5638 6931 1722 2001 6931 432 . 937 2153 Valley Joist West Page 30 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J27 13 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 34.500 Uniform TSJI load 348 #/ft full length Uniform Live load 217 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 .3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 331.500 in Design length 1200 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defl L/ 322 SJI Defl 439144 in-#Moment 0.625 in Chord gap 0.318 in Camber 20.000 in Interior Panel 29.000 in Left end 22.500 in Right end 14 Web Vees 5301 # SJI reaction 5301 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end panl: L = 29.000 First point: Opp end panl: L = 22.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -25804 Pnz/Q= -38476 P = -11437 Pnx/(= -25900 P = -11437 Pn/) = -38504 P = -10020 Pnx/c= -30328 P = -10020 Pn/( = -38504 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 483 No Fillers M = 1911 No Filler M = 2267 M = 1105 No Filler M = 1456 Bearing seats: Tag End L2x2x.125 Weld 2.59" Opposite End L2x2x.125 Weld 2.59" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 20.000 P = 25922 Pn/a = 28803 Chord shear: V = 4822 T = 13066 fv = 9635 Fy = 50000 Q = 0.953 Ry = 0.969. Rz = 0.346. ft = 13609 f = 11795 Weld Thick x Length .21xi.3 .20x0.2 .20x0.6 .20x0.6 .20x0.5 .18x0.6 i8x0 .4 .i8x0.6 .18x0.3 .l8xO.6 .18x0.2 .18x0.6 .18x0.2 .18x0.6 .18x0.2 .18x0.2 .18x0.6 .18x0.2 .18x0.6 18x0 .3 .18x0.6 .i8x0.4 .18x0.6 .18x0.5 .18x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.2 .20xi.3 Available Weld (in) Top/Bottm Valley Joist West Page 31 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J27 13 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 66.52 Ui -Li Vi 30.55 U2 -Li W3 30.55 02 -L3 W4 30.55 U4 -L3 W5 30.55 U4 -L5 W6 30.55 06 -L5 W7 30.55 06 -L7 W8 30.55 U8 -L7 W9 30.55 08 -L9 W10 30.55 010 -L9 W1i 30.55 010 -Lii W12 30.55 U12 -Lii W13 30.55 U12 -1,13 W14 30.55 014 -L13 W15 30.55 U14 -1,15 W15 30.55 016 -L15 W14 30.55 U16 -L17 W13 30.55 018 -L17 W12 30.55 Ui8 -L19 W1i 30.55 020 -L19 W10 30.55 020 -1,21 W9 30.55 022 -L21 W8 30.55 022 -L23 W7 30.55 U24 -L23 w6 30.55 U24 -L25 W5 30.55 U26 -L25 W4 30.55 U26 -1,27 W3 30.55 027 -L27 Vi 30.55 U28 -L27 W2R 62.47 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 42.52 1- R7: 7/8 ROD 0.601 0.219 4822 12103 16236 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 131 153 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3503 4068 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 134 156 13254 19.67 1- R2: 5/8 ROD 0.307 0.156 2894 3360 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 137 159 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 2284 2652 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 140 163 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1675 1945 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 143 166 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1200 1394 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 146 170 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1200 1394 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 215 250 9204 19.67 1- R2; 5/8 ROD 0.307 0.156 182 212 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1200 1394 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 145 169 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1263 1467 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 142 165 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1873 2175 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 139 162 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 2482 2882 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 136 158 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 3092 3590 9204 19.67 i- R5: 3/4 ROD 0.442 0.188 133 155 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3701 4298 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 130 151 13254 19.67 i- R5: 3/4 ROD 0.442 0.188 0 0 13254 36.65 1- R5: 3/4 ROD 0.442 0.188 4926 10657 11928 Compressive Shear Force Allow lbs lbs lbs 115 288 2959 1259 1462 6906 4097 4758 6906 125 145 3600 3488 4050 6906 128 149 3600 2878 3343 3600 131 152 3600 2269 2635 3600 134 156 3600 1660 1927 3600 137 159 3600 1200 1394 3600 200 233 3600 1200 1394 3600 1200 1394 3600 167 194 3600 1248 1449 3600 136 158 3600 1858 2157 3600 133 155 3600 2467 2865 3600 130 151 3600 3077 3573 3600 127 148 3600 3686 4280 6906 124 144 3600 4295 4988 6906 1159 1345 6906 117 253 2150 Valley Joist West Page 32 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T31 3 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Y 2 0' 4.750 41.000 Opp 5.000 2.500 Y 2 0' 4.750 34.500 Uniform TSJI load 348 #/ft full length Uniform Live load 217 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. end loads: TSJI NttJp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 331.500 in Design length 1200 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defl L/ 322 SJI Defl 439144 in-#Moment 0.625 in Chord gap 0.318 in Camber 20.000 in Interior Panel 29.000 in Left end 22.500 in Right end 14 Web Vees 5301 # SJI reaction 5301 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end panl: L = 29.000 First point: Opp end panl: L = 22.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -25804 Pnz/= -38476 P = -11437 Pnx/(= -25900 P = -11437 Pn/ = -38504 P = -10020 Pnx/= -30328 P = -10020 Pn/ = -38504 Fy = 50000 Ry = 1.076 M = 483 M = 1911 M = 2267 M = 1105 M = 1456 Q = 1.000 Rz = 0.394 No Fillers No Filler No Filler Bearing seats: Tag End L2x2x.125 Weld 2.59" Opposite End L2x2x.125 Weld 2.59" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 20.000 P = 25922 Pn/c = 28803 Chord shear: V = 4822 T = 13066 fv = 9635 Fy = 50000 Q = 0.953 Ry = 0.969 Rz = 0.346 ft = 13609 f = 11795 Weld, Thick x Length .2lxi.3 .20x0.2 .20x0.6 .20x0.6 .20x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.2 .18x0.6 . MO. 2 .i8xO.6 .18x0.2 .18x0.2 .18x0.6 .18x0.2 .18x0.6 . MO. 3 .18x0.6 18x0 .4 .18x0.6 .18x0.5 .18x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.2 .20x1.3 Available Weld (in) Top/Bottm Valley Joist West Page 33 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. 3 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li W2L 66.52 Ui -Li Vi 30.55 02 -Li W3 30.55 02 -L3 W4 30.55 04 -L3 W5 30.55 04 -L5 W6 30.55 06 -L5 W7 30.55 06 -L7 W8 30.55 08 -L7 W9 30.55 08 -L9 W10 30.55 010 -L9 Wil 30.55 010 -Lii W12 30.55 012 -Lii W13 30.55 012 -L13 W14 30.55 014 -L13 W15 30.55 014 -L15 W15 30.55 016 -L15 W14 30.55 016 -L17 W13 30.55 018 -L17 W12 30.55 018 -L19 Wil 30.55 020 -L19 W10 30.55 020 -L21 W9 30.55 022 -L21 W8 30.55 022 -L23 W7 30.55 024 -1,23 W6 30.55 024 -L25 W5 30.55 026 -L25 W4 30.55 026 -L27 W3 30.55 027 -L27 Vi 30.55 028 -L27 W2R 62.47 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 42.52 1- R7: 7/8 ROD 0.601 0.219 4822 12103 16236 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 131 153 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3503 4068 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 134 156 13254 19.67 1- R2: 5/8 ROD 0.307 0.156 2894 3360 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 137 159 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 2284 2652 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 140 163 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1675 1945 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 143 166 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1200 1394 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 146 170 9204 1.67 1- R2: 5/8 ROD 0.307 0.156 1200 1394 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 215 250 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 182 212 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1200 1394 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 145 169 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1263 1467 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 142 165 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 1873 2175 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 139 162 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 2482 2882 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 136 158 9204 19.67 1- R2: 5/8 ROD 0.307 0.156 3092 3590 9204 19.67 1- R5: 3/4 ROD 0.442 0.188 133 155 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 3701 4298 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 130 151 13254 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 36.65 1- R5: 3/4 ROD 0.442 0.188 4926 10657 11928 Compressive Shear Force Allow lbs lbs lbs 115 288 2959 1259 1462 6906 4097 4758 6906 125 145 3600 3488 4050 6906 128 149 3600 2878 3343 3600 131 152 3600 2269 2635 3600 134 156 3600 1660 1927 3600 137 159 3600 1200 1394 3600 200 233 3600 1200 1394 3600 1200 1394 3600 167 194 3600 1248 1449 3600 136 158 3600 1858 2157 3600 133 155 3600 2467 2865 3600 130 151 3600 3077 3573 3600- 127 148 3600 3686 4280 6906 124 144 3600 4295 4988 6906 1159 1345 6906 117 253 2150 Valley Joist West Page 34 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J32 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 24.000 Opp 5.000 2.500 31.500 Uniform TSJI load 348 #/ft full length Uniform Live load 217 #/ft full length Uniform Dead load 131 #/ft full length Uniform W.dup load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 19 1 6 81 5-1/2 19'6 U22 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 331.500 in Design length 1275 # Minimum Shear 16.877 in Effective Depth 179 in4 Ix 122 in4 Minimum Ix 14.000 in Clear Depth L/ 608 Live Defl L/ 300 SJI Defl 519318 in-#Moment 0.625 in Chord gap 0.318 in Camber 20.000 in Interior Panel 12.000 in Left end 19.500 in Right end 15 Web Vees 6081 # SJI reaction 6321 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Center: L = 20.000 P = -30604 Pnz/)= -38476 Tag end panl: L = 12.000 P = -8573 Pnx/c1= -35976 First point: P = -8573 Pn/Q = -38504 Opp end panl: L = 19.500 P = -11060 Pnx/Q= -32184 Last point: P = -11060 Pn/( = -38504 Bearing seats: Tag End L2x2x.125 Weld 2.68" Opposite End L2x2x.125 Weld 2.81" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 20.000 P = 30770 Pn/C = 33539 Chord shear: V = 5834 T = 10450 fv = 10059 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 2532 No Fillers M = 1428 No Filler M = 1787 M = 3022 No Filler M = 2560 Fy = 50000 Q = 0.904 Ry=1.067 Rz=0.396 ft = 9347 f = 11092 Weld Thick x Length .20x1.i .20x0.2 .20x0.7 .20x0.7 .20x0.6 .20x0.6 .20x0.6 .20xO.6 .20x0.5 18x0 .6 .18x0.4 .18x0.6 .i8x0.3 18x0 .6 .18x0.2 i8x0 .6 .18x0.2 .18x0.2 .18x0.6 .18x0.2 .18x0.6 18x0 .3 18x0 .6 .20x0.5 .20x0.6 .20x0.6 .20x0.6 .20x0.6 .20x0.7 .20x0.7 .20x0.2 .21x1.3 Available Weld (in) Top/Bottm Valley Joist West Page 35 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J32 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 52.51 01 -Li Vi 30.65 U2 -Li W3 30.65 02 -L3 W4 30.65 04 -L3 W5 30.65 04 -L5 W6 30.65 U6 -L5 W7 30.65 06 -L7 W8 30.65 08 -L7 W9 30.65 U8 -L9 W10 30.65 010 -L9 Wii 30.65 010 -Lii W12 30.65 (112 -Lii W13 30.65 (112 -1,13 W14 30.65 014 -L13 W15 30.65 014 -L15 W16 30.65 016 -L15 W16 30.65 016 -1,17 W15 30.65 (118 -1,17 W14 30.65 018 -L19 W13 30.65 020 -L19 W12 30.65 020 -L21 W11 30.65 U22 -L21 W10 30.65 022 -L23 W9 30.65 024 -1,23 W8 30.65 024 -L25 W7 30.65 026 -L25 W6 30.65 026 -L27 W5 30.65 028 -L27 W4 30.65 U28 -L29 W3 30.65 029 -L29 Vi 30.65 030 -L29 W2R 60.23 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 27.73 1- R5: 3/4 ROD 0.442 0.188 5834 9585 11928 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 45 52 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4725 5492 13254 19.62 i- R5: 3/4 ROD 0.442 0.188 69 81 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4079 4742 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 94 109 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3434 3991 13254 19.62 i- R5: 3/4 ROD 0.442 0.188 119 138 13254 19.62 1- R2: 5/8 ROD 0.307 0.156 2788 3241 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 143 167 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 2142 2490 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 168 195 9204 19.62 i- R2: 5/8 ROD 0.307 0.156 1497 1740 9204 19.62 i- R2: 5/8 ROD 0.307 0.156 206 239 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1275 1482 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 344 400 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 618 718 9204 19.62 1- R2; 5/8 ROD 0.307 0.156 1275 1482 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 479 557 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1540 1790 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 369 429 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 2186 2541 9204 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3431 3989 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4077 4739 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4723 5490 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 33.99 1- R7: 7/8 ROD 0.601 0.219 5941 11963 16236 Compressive Shear Force Allow lbs lbs lbs 13 21 3756 1100 1279 6931 5338 6204 6931 49 58 3618 4692 5454 6931 74 86 3618 4046 4703 6931 99 115 3618 3401 3953 6931 123 143 3618 2755 3202 3618 148 172 3618 2109 2452 3618 173 201 3618 1464 1701 3618 311 361 3618 1275 1482 3618 1275 1482 3618 584 679 3618 1507 1752 3618 446 518 3618 2153 2502 3618 349 405 3618 3398 3950 6931 0 0 3618 4044 4701 6931 0 0 3618 4690 5451 6931 0 0 3618 5335 6201 6931 1220 1418 6931 0 0 4632 Valley Joist West Page 36 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Instit.ite Standard Specifications 44th edition ASD. J33 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 27.000 Opp 5.000 2.500 38.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 600 19 1 6 191 6 U24 TSJI, Dead 1300 6 1 0 21 5-1/2 251 6 U31 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 939 # Minimum Shear 14.941 in Effective Depth 129 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 682 Live Defi L/ 308 SJI Defi 421660 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 16.000 in Left end 27.500 in Right end 16 Web Vees 4137 # SJI reaction 4377 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Center: L = 18.000 P = -28157 Pnz/Q= -39259 -Tag end panl: L = 16.000 P = -7725 Pnx/c= -34126 First point: P = -7725 Pn/) = -38504 Opp end panl: L = 27.500 P = -12620 Pnx/= -26956 Last point: P = -12620 Pn/Q = -38504 Bearing seats: Tag End L2x2x.125 Weld 2.03" Opposite End L2x2x.125 Weld 2.42" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 18.000 P = 28222 Pn/!Q = 28803 Chord shear: V = 4598 T = 9960 fv = 9187 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 4121 No Fillers M = 4129 No Filler M = 2864 M = 7605 No Filler M = 4997 Fy = 50000 Q = 0.953 Ry=0.969 Rz=O.346 ft = 10374 f = 10550 Weld Thick x Length .20x1.1 .20x0.3 .20x0.6 .20x0.6 .20x0.6 .18x0.6 .18x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.4 18x0 .6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.4 .18x0.6 18x0 .5 .18x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.4 .21x1.5 Available Weld (in) Top/Bottm Valley Joist West Page 37 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J33 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope U0 -Li W2L 59.14 Ui -Li Vi 31.06 U2 -Li W3 31.06 U2 -L3 W4 31.06 U4 -L3 W5 31.06 U4 -LS W6 31.06 U6 -L5 W7 31.06 U6 -L7 W8 31.06 U8 -L7 W9 31.06 U8 -L9 Wio 31.06 U10 -L9 W1i 31.06 U10 -Lii W12 31.06 U12 -Lii W13 31.06 U12 -L13 W14 31.06 U14 -L13 W15 31.06 U14 -L15 W16 31.06 U16 -L15 W17 31.06 U16 -L17 W17 31.06 U18 -L17 W16 31.06 U18 -L19 W15 31.06 U20 -L19 W14 31.06 U20 -L21 W13 31.06 U22 -L21 W12 31.06 U22 -L23 Wil 31.06 U24 -1,23 W10 31.06 U24 -L25 W9 31.06 U26 -L25 W8 31.06 U26 -L27 W7 31.06 U28 -L27 W6 31.06 U28 -L29 W5 31.06 U30 -L29 W4 31.06 U30 -L31 W3 31.06 U31 -L31 Vi 31.06 U32 -L31 W2R 67.74 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 29.12 1- R5: 3/4 ROD 0.442 0.188 4598 8963 11928 17.44 1- R5: 3/4 ROD 0.442 0.188 509 595 13254 17.44 1- R5: 3/4 ROD 0.442 0.188 630 736 13254 17.44 1- R5: 3/4 ROD 0.442 0.188 3792 4427 13254 17.44 1- R5: 3/4 ROD 0.442 0.188 573 669 13254 17.44 1- R2: 5/8 ROD 0.307 0.156 3349 3910 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 516 602 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 2906 3393 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 459 536 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 2463 2876 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 402 469 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 2020 2358 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 345 402 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 1577 1841 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 288 336 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 1145 1337 9204 17.44 1- R2: 5/8 ROD .0.307 0.156 230 269 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 939 1096 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 453 528 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 510 595 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 939 1096 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 395 461 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 1280 1494 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 452 528 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 1723 2011 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 149 174 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 2766 3229 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 206 241 9204 17.44 1- R2: 5/8 ROD 0.307 0.156 3209 3746 9204 17.44 1- R5: 3/4 ROD 0.442 0.188 263 307 13254 17.44 1- R5: 3/4 ROD 0.442 0.188 3652 4264 13254 17.44 1- R5: 3/4 ROD 0.442 0.188 320 374 13254 17.44 1- R5: 3/4 ROD 0.442 0.188 1299 1517 13254 39.44 1- R7: 7/8 ROD 0.601 0.219 5166 13636 16236 Compressive Shear Force Allow lbs lbs lbs 672 1311 3405 1548 1807 7939 4206 4910 7939 586 684 4400 3763 4393 7939 529 618 4400 3320 3876 4400 472 551 4400 2877 3358 4400 415 484 4400 2434 2841 4400 358 418 4400 1991 2324 4400 301 351 4400 1548, 1807 4400 243 284 4400 1110 1296 4400 418 488 4400 939 1096 4400 939 1096 4400 475 554 4400 1250 1460 4400 408 476 4400 1694 1977 4400 465 543 4400 2737 3195 4400 162 189 4400 3180 3712 4400 219 256 4400 3623 4229 7939 276 323 4400 4066 4746 7939 2428 2834 7939 1153 3043 3440 Valley Joist West Page 38 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J34 2 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 27.000 Opp 5.000 2.500 38.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 600 19 1 6 8'5-1/2 191 6 t124 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 939 # Minimum Shear 14.949 in Effective Depth 122 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 646 Live Defi L/ 292 SJI Defl 413021 in-Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 16.000 in Left end 27.500 in Right end 16 Web Vees 4137 # SJI reaction 4377 # SJI reaction Top Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Bridg < 155" Ix= 0.482 Iy= 1.435 Rx = 0.621 Center: L = 18.000 P = -27592 Pnz/= -32942 Tag end pani: L = 16.000 P = -7722 Pnx/c= -28689 First point: P = -7722 Pn/ = -33773 Opp end panl: L = 27.500 P = -11302 Pnx/= -22953 Last point: P = -11302 Pn/ = -33773 Bearing seats: Tag End L2x2x.125 Weld 2.00" Opposite End L2x2x.125 Weld 2.13" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 18.000 P = 27628 Pn/() = 28803 Chord shear: V = 4550 T = 9844 fv = 9090 Fy = 50000 Q = 0.952 Ry=1.071 Rz=0.395 M = 4121 No Fillers M = 4129 No Filler M = 2864 M = 7605 No Filler M = 4997 Fy = 50000 Q = 0.953 Ry = 0.969 Rz = 0.346 ft = 10253 f = 10436 Weld Thick x Length .20x1.i .20x0.3 .20x0.6 .20x0.6 .20x0.6 .18x0.6 .18x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.3 .18x0.6 i8x0 .3 i8x0 .6 .18x0.3 .18x0.3 .18x0.6 18x0 .3 .18x0.6 .18x0.3 .18x0.6 .18x0.4 .18x0.6 .i8x0.5 .18x0.6 .20x0.6 .20x0.6 .20x0.6 .20x0.3 21x1 .4 Available Weld (in) Top/Bottm Valley Joist West Page 39 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J34 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li W2L 59.12 01 -Li Vi 31.05 U2 -Li W3 31.05 U2 -L3 W4 31.05 U4 -L3 W5 31.05 04 -L5 W6 31.05 06 -L5 W7 31.05 06 -L7 W8 31.05 U8 -L7 W9 31.05 08 -L9 MiD 31.05 010 -L9 Wil 31.05 010 -Lii W12 31.05 U12 -Lii W13 31.05 U12 -L13 W14 31.05 U14 -1,13 W15 31.05 U14 -1,15 W16 31.05 016 -1,15 W17 31.05 016 -1,17 W17 31.05 U18 -L17 W16 31.05 U18 -L19 W15 31.05 020 -L19 W14 31.05 020 -L21 W13 31.05 022 -L21 W12 31.05 022 -L23 W11 31.05 024 -1,23 W10 31.05 U24 -L25 W9 31.05 026 -1,25 W8 31.05 026 -1,27 W7 31.05 U28 -1,27 W6 31.05 028 -1,29 W5 31.05 030 -L29 W4 31.05 030 -1,31 W3 31.05 031 -1,31 Vi 31.05 032 -01 W2R 67.73 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 29.13 1- R5: 3/4 ROD 0.442 0.188 4550 8865 11928 17.45 1- R5: 3/4 ROD 0.442 0.188 509 594 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 565 660 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 3744 4370 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 508 593 13254 17.45 1- R2: 5/8 ROD 0.307 0.156 3301 3853 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 451 527 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2858 3336 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 394 460 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2415 2819 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 337 393 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1972 2301 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 280 327 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1529 1784 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 223 260 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1086 1267 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 235 275 9204 17.45 1- R2:.5/8 ROD 0.307 0.156 939 1096 9204 17.45 1- R2; 5/8 ROD 0.307 0.156 517 604 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 445 519 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 939 1096 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 460 536 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1328 1551 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 517 603 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1772 2068 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 214 249 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2815 3285 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 271 316 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 3258 3802 9204 17.45 1- R5: 3/4 ROD 0.442 0.188 328 383 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 3701 4319 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 385 449 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 519 606 13254 39.44 1- R7: 7/8 ROD 0.601 0.219 4629 12214 16236 Compressive Shear Force Allow lbs lbs lbs 608 1184 3404 1548 1806 7935 4157 4853 7935 521 609 4397 3714 4336 7935 464 542 4397 3271 3818 4397 407 475 4397 2828 3301 4397 350 409 4397 2385 2784 4397 293 342 4397 1942 2267 4397 236 275 4397 1499 1750 4397 206 240 4397 1056 1233 4397 483 563 4397 939 1096 4397 939 1096 4397 415 485 4397 1299 1516 4397 473 552 4397 1742 2033 4397 530 618 4397 2785 3251 4397 227 265 4397 3228 3768 4397 284 331 4397 3671 4285 7935 341 398 4397 4114 4802 7935 1642 1917 7935 437 1154 3439 Valley Joist West Page 40 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J36 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 38.000 Opp 5.000 2.500 27.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0"18'-8" &231 -4" FTE end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 'Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.885 in Effective Depth 129 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 681 Live Defl L/ 301 SJI Defl 432348 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 27.000 in Left end 16.500 in Right end 16 Web Vees 4557 # SJI reaction 4557 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Center: L = 18.000 P = -29003 Pnz/c= -39259 Tag end pan].: L = 27.000 P = -11491 Pnx/Q= -27305 First point: P = -11491 Pn/Q =*-38504 Opp end pani: L = 16.500 P = -8495 Pnx/a= -33866 Last point: P = -8495 Pn/C = -38504 Bearing seats: Tag End L2x2x.125 Weld 1.91" Opposite End L2x2x.125 Weld 1.91" Bot Chord: 2-L L2x2x.125 A = 0.969 Y = 0.546 Ix= 0.380 Iy= 1.095 Rx = 0.626 Center: L = 18.000 P = 29047 Pn/Q = 29063 Chord shear: V = 4751 T = 13645 fv = 9502 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 4428 No Fillers M = 7973 No Filler M = 5197 M = 4594 No Filler M = 3135 Fy = 50000 Q = 0.834 Ry=1.063 Rz=0.398 ft = 14085 f = 11827 Weld Thick x Length 21x1 .4 20x0.3 .20x0.6 20x0.6 .20x0.6 .i8x0.6 18x0 .5 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 18x0.6 .18x0.3 18x0.6 .18x0.3 .18x0.6 18x0 .4 .18x0.6 .18x0.5 .18x0.6 .18x0.5 .18x0.6 .20x0.6 .20x0.6 20x0.6 20x0.3 .20x1.2 Available Weld (in) Top/Bottm Valley Joist West Page 41 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J36 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan Length Area R Location Web Slope in Member 1n2 in 00 -Li W2L 67.54 38.96 1- R7: 7/8 ROD 0.601 0.219 Ui -Li Vi 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 U2 -Li W3 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 U2 -L3 W4 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 04 -L3 W5 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 U4 -L5 W6 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 06 -L5 W7 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U6 -L7 W8 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 US -L7 W9 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U8 -L9 W10 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U10 -L9 Wil 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (110 -Lii W12 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (112 -Lii W13 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U12 -L13 W14 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U14 -L13 W15 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U14 -L15 W16 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U16 -L15 W17 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U16 -L17 W17 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U18 -L17 W16 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U18 -L19 W15 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (120 -L19 W14 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U20 -L21 W13 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U22 -L21 W12 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (122 -L23 Wii 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (124 -L23 W10 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (124 -L25 W9 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 U26 -L25 W8 31.16 17.39 i- R2: 5/8 ROD 0.307 0.156 U26 -L27 W7 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 (128 -L27 W6 31.16 17.39 1- R2: 5/8 ROD 0.307 0.156 028 -L29 W5 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 030 -L29 W4 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 U30 -L31 W3 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 U31 -L31 Vi 31.16 17.39 1- R5: 3/4 ROD 0.442 0.188 032 -L31 W2R 59.73 29.53 1- R5: 3/4 ROD 0.442 0.188 Tensile Shear Force Allow lbs lbs lbs 4751 12434 16236 459 536 13254 327 383 13254 3795 4435 13254 290 339 13254 3320 3879 9204 252 295 9204 2844 3324 9204 215 251 9204 2368 2768 9204 177 207 9204 1893 2212 9204 166 194 9204 1417 1656 9204 517 604 9204 1013 1184 9204 867 1013 9204 663 774 9204 1219 1425 9204 312 365 9204 1695 1980 9204 162 189 9204 2170 2536 9204 199 233 9204 2646 3092 9204 237 277 9204 3121 3648 9204 274 320 9204 3597 4204 9204 312 364 13254 4073 4759 13254 349 408 13254 450 526 13254 4916 9753 11928 Compressive Shear Force Allow lbs lbs lbs 369 967 3526 1740 2033 7961 4225 4937 7961 293 343 4418 3750 4382 7961 256 299 4418 3274 3826 4418 218 255 4418 2798 3270 4418 180 211 4418 2323 2714 4418 143 167 4418 1847 2158 4418 466 544 4418 1371 1603 4418 816 954 4418 962 1124 4418 1173 1371 4418 612 715 4418 1649 1927 4418 261 305 4418 2125 2483 4418 165 193 4418 2600 3038 4418 202 237 4418 3076 3594 4418 240 280 4418 3551 4150 4418 277 324 4418 4027 4706 7961 315 368 4418 4503 5262 7961 1654 1933 7961 382 758 3313 Valley Joist West Page 42 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J37 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 38.000 Opp 5.000 2.500 27.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0"18'-8" &231 -4" FTE end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.947 in Effective Depth 119 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 630 Live Defl L/ 313 SJI Defi 334240 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 27.000 in Left end 16.500 in Right end 16 Web Vees 3957 # SJI reaction 3957 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 FY = 50000 Q = 1.000 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 Center: L = 18.000 P = -22315 Pnz/C= -39259 M = 288 No Fillers Tag end panl: L = 27.000 P = -9569 Pnx/(= -27305 M = 1223 No Filler First point: P = -9569 Pn/ = -38504 M = 1444 Opp end pani: L = 16.500 P = -7523 Pnx/)= -33866 M = 400 No Filler Last point: P = -7523 Pn/Q = -38504 M = 653 Bearing seats: Tag End L2x2x.125 Weld 1.91" Opposite End L2x2x.125 Weld 1.91" Bot Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Fy = 50000 Q = 0.897 Ix= 0.251 Iy= 0.786 Rx = 0.546 Ry = 0.965 Rz = 0.347 Center: L = 18.000 P = 22361 Pn/C2 = 25313 Chord shear: V = 3695 T = 10504 fv = 8445 ft = 12449 f = 10491 Weld Thick x Length .20x1.1 .lBx0.3 .iBx0.5 .iBx0.6 .18x0.4 .18x0.6 18x0.4 .18x0.6 18x0 .3 .18x0.6 .i8xo.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0 .3 .18x0.6 .18x0.3 .18x0.6 18x0.3 18x0.6 18x0 .4 ..18x0.6 .18x0.5 .18x0.6 .18x0.5 .18x0.3 .18x1.0 Available Weld (in) Top/Bottm Valley Joist West Page.43 V2.2.1.0 Job #7F01307 - By Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA KR 14:00 Entered 03/05/18 Revised 03/12/18 Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J37 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 67.45 01 -Li Vi 31.05 02 -Li W3 31.05 U2 -L3 W4 31.05 04 -L3 W5 31.05 04 -L5 W6 31.05 06 -L5 W7 31.05 06 -L7 We 31.05 08 -L7 W9 31.05 08 -L9 W10 31.05 U10 -L9 Wll 31.05 010 -Lii W12 31.05 U12 -Lii W13 31.05 U12 -L13 W14 31.05 014 -L13 W15 31.05 014 -L15 W16 31.05 U16 -L15 W17 31.05 016 -L17 W17 31.05 018 -L17 W16 31.05 U18 -L19 MiS 31.05 020 -L19 W14 31.05 020 -1,21 W13 31.05 U22 -L21 W12 31.05 022 -1,23 Wil 31.05 024 -1,23 W10 31.05 024 -L25 W9 31.05 U26 -L25 WB 31.05 U26 -L27 W7 31.05 028 -L27 W6 31.05 U28 -L29 W5 31.05 030 -L29 W4 31.05 U30 -L31 W3 31.05 031 -1,31 Vi 31.05 032 -L31 W2R 59.62 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 38.98 1- R5: 3/4 ROD 0.442 0.188 3695 9635 11928 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 256 299 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2803 3272 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 242 282 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2392 2792 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 227 265 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1981 2312 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 212 248 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1569 1832 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 197 230 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1158 1352 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 183 213 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 174 203 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 237 276 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 200 234 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 176 206 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 987 1152 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 191 223 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1398 1632 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 206 240 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1809 2112 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 221 258 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2221 2592 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 235 275 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2632 3072 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 250 292 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 3043 3552 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 265 309 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 29.56 1- R2: 5/8 ROD 0.307 0.156 3823 7559 8283 Compressive Shear Force Allow lbs lbs lbs 263 685 1901 1021 1192 4398 3201 3736 4398 233 272 4398 2790 3256 4398 219 255 4398 2378 2776 4398 204 238 4398 1967 2296 4398 189 221 4398 1556 1816 4398 174 204 4398 1145 1336 4398 160 187 4398 864 1009 4398 223 261 4398 864 1009 4398 864 1009 4398 187 218 4398 973 1136 4398 168 196 4398 1385 1616 4398 183 214 4398 1796 2096 4398 198 231 4398 2207 2576 4398 213 248 4398 2618 3056 4398 227 265 4398 3030 3536 4398 242 283 4398 3441 4017 4398 900 1051 4398 272 537 1594 Valley Joist West Page 44 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J38 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch. EP/#1L Tag 5.000 2.500 38.000 Opp 5.000 2.500 27.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft full length Uniform WdUp load 27 #/ft full length Uniform Dead load 70 #/ft full length Uniform TSJI load 70 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. HOLD CLEAR FOR 3" DRAG STRUT @ 41 -811,91 -411,141 -011 181 -811 &231 -411 FTE end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 1106 # Minimum Shear 14.896 in Effective Depth 120 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 633 Live Defl L/ 252 SJI Defi 432300 in-Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 27.000 in Left end 16.500 in Right end 16 Web Vees 4924 # SJI reaction 4924 # SJI reaction Top Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Bridg < 155" Ix= 0.464 Iy= 1.372 Rx = 0.622 Center: L = 18.000 P = -28958 Pnz/= -31059 Tag end panl: L = 27.000 P = -11742 Pnx/= -22014 First point: P = -11742 Pn/ = -32382 Opp end panl: L = 16.500 P = -9115 Pnx/c= -26875 Last point: P = -9115 Pn/ = -32382 Bearing seats: Tag End L2x2x.125 Weld 2.54" Opposite End L2x2x.125 Weld 2.54". Bot Chord: 2-L L2x2x.125 A = 0.969 Y = 0.546 Ix= 0.380 Iy= 1.095 Rx = 0.626 Center: L = 18.000 P = 29021 Pn/a = 29063 Chord shear: V = 4783 T = 13633 fv = 9565 Fy = 50000 Q = 0.935 Ry=1.070 Rz=0.396 M = 385 No Fillers M = 1632 No Filler M = 1927 M = 533 No Filler M = 872 Fy = 50000 Q = 0.834 Ry=1.063 Rz=0.398 ft = 14073 f = 11875 Weld Thick x Length 2lxi .4 .20x0.3 .20x0.6 .20x0.6 .20x0.5 18x0 .6 .i8x0.5 18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0 .4 .18x0.6 .18x0.5 .18x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.3 .20x1.2 Available Weld (in) Top/Bottm Valley Joist West Page 45 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J38 3. - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 67.52 Ui -Li Vi 31.14 02 -Li W3 31.14 02 -L3 W4 31.14 U4 -L3 W5 31.14 U4 -L5 W6 31.14 06 -L5 W7 31.14 U6 -L7 WS 31.14 U8 -L7 W9 31.14 08 -L9 Wio 31.14 U10 -L9 Wil 31.14 U10 -Lii W12 31.14 012 -Lii W13 31.14 U12 -1,13 W14 31.14 U14 -L13 W15 31.14 014 -L15 W16 31.14 016 -1,15 W17 31.14 016 -L17 W17 31.14 U18 -L17 W16 31.14 Ui8 -L19 W15 31.14 020 -L19 W14 31.14 020 -L21 W13 31.14 022 -1,21 W12 31.14 022 -1,23 Wii 31.14 024 -1,23 W10 31.14 024 -1,25 W9 31.14 026 -1,25 W8 31.14 026 -1,27 W7 31.14 U28 -1,27 W6 31.14 028 -L29 W5 31.14 030 -1,29 W4 31.14 U30 -1,31 W3 31.14 U31 -1,31 Vi 31.14 032 -L31 W2R 59.71 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 38.96 1- R7: 7/8 ROD 0.601 0.219 4783 12509 1'6236 17.40 i- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.40 i- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.40 1- R5: 3/4 ROD 0.442 0.188 3602 4208 13254 17.40 i- R5: 3/4 ROD 0.442 0.188 i 2 13254 17.40 1- R2: 5/8 ROD 0.307 0.156 3062 3577 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 25 29 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 2522 2947 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 49 57 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1982 2316 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 73 85 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1442 1685 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 97 113 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1106 1292 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 121 141 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1106 1292 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 220 257 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 136 159 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1106 1292 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 107 125 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1217 1422 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 83 97 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 1757 2053 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 59 69 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 2297 2684 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 35 41 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 2837 3315 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 ii 13 9204 17.40 1- R2: 5/8 ROD 0.307 0.156 3377 3945 9204 17.40 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.40 1- R5: 3/4 ROD 0.442 0.188 3917 4576 13254 17.40 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.40 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 29.53 1- R5: 3/4 ROD 0.442 0.188 4948 9810 11928 Compressive Shear Force Allow lbs lbs lbs 0 0 3525 1191 1392 7957 4128 4823 7957 0 0 4414 3588 4192 7957 17 20 4414 3048 3562 4414 41 48 4414 2508 2931 4414 65 76 4414 1969 2300 4414 89 104 4414 1429 1669 4414 113 132 4414 1106 1292 4414 206 241 4414 1106 1292 4414 1106 1292 4414 123 144 4414 1204 1406 4414 99 116 4414 1744 2037 4414 75 88 4414 2284 2668 4414 51 60 4414 2823 3299 4414 27 32 4414 3363 3930 4414 3 4 4414 3903 4560 7957 0 0 4414 4443 5191 7957 1030 1204 7957 0 0 3311 Valley Joist West Page 46 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J40 1 - 14K6 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 42.500 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft full length Uniform WdUp load 27 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 1012 171 9-1/2 101 2 U10 TSJI, Dead HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-O"18'-8" &231 -4" FTE end loads: TSJI Nttjp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 995 # Minimum Shear 12.873 in Effective Depth 109 in4 Ix 70 in4 Minimum Ix 10.000 in Clear Depth L/ 640 Live Defi L/ 221 SJI Defl 461452 in-Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 30.000 in Left end 31.500 in Right end 15 Web Vees 5163 # SJI reaction 4997 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 18.000 Tag end panl: L = 30.000 First point: Opp end panl: L = 31.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -35731 Pnz/= -39259 P = -15193 Pnx/Q= -25190 P = -15193 Pn/a = -38504 P = -15183 Pnx/Q= -24118 P = -15183 Pn/ = -38504 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 2172 No Fillers M = 5187 No Filler M = 4092 M = 5531 No Filler M = 4412 Bearing seats: Tag End. L2x2x.125 Weld 2.38" Opposite End L2x2x.125 Weld 2.29" Bot Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Ix= 0.464 Iy= 1.372 Rx = 0.622 Center: L = 18.000 P = 35846 Pn/) = 35980 Chord shear: V = 5015 T = 17772 fv = 8037 Fy = 50000 Q = 0.935 Ry = 1.070 Rz = 0.396 ft = 14819 f = 10931 Weld Thick x Length .21x1.8 .20x0.3 .20x0.6 .20x0.6 .20x0.6 .18x0.6 18x0 .5 .18x0.6 .18x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0 .3 .18x0.6 .18x0.4 .18x0.6 .18x0.5 .18x0.6 .20x0.6 .20x0.6 .20x0.6 .20x0.3 .21x1.8 Available Weld (in) Top/Bottm Valley Joist West Page 47 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J40 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 71.73 Ui -Li Vi 34.96 U2 -Li W3 34.96 02 -L3 W4 34.96 U4 -L3 W5 34.96 U4 -L5 W6 34.96 U6 -L5 W7 34.96 06 -L7 W8 34.96 U8 -L7 W9 34.96 U8 -L9 W10 34.96 010 -L9 Wll 34.96 010 -Lii W12 34.96 012 -Lii W13 34.96 012 -L13 W14 34.96 014 -L13 W15 34.96 U14 -1,15 W16 34.96 U16 -L15 W16 34.96 U16 -1,17 W15 34.96 018 -1,17 W14 34.96 018 -L19 W13 34.96 020 -L19 W12 34.96 020 -L21 Wii 34.96 022 -1,21 W10 34.96 022 -L23 W9 34.96 024 -L23 MO 34.96 024 -L25 W7 34.96 026 -1,25 W6 34.96 026 -L27 W5 34.96 U28 -L27 W4 34.96 028 -1,29 W3 34.96 029 -1,29 Vi 34.96 U30 -1,29 W2R 72.37 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 41.07 1- R7: 7/8 ROD 0.601 0.219 5015 15999 16236 15.71 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 15.71 1- R5: 3/4 ROD 0.442 0.188 47 58 13254 15.71 1- R5: 3/4 ROD 0.442 0.188 3935 4801 13254 15.71 1- R5: 3/4 ROD 0.442 0.188 55 67 13254 15.71 1- R2: 5/8 ROD 0.307 0.156 3438 4195 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 62 76 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 2941 3589 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 70 85 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 2444 2982 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 77 94 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 1347 1644 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 530 646 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 995 1214 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 646 788 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 354 431 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 995 1214 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 221 270 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 1243 1517 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 185 226 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 1740 2123 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 177 216 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 2237 2730 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 170 207 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 2734 3336 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 162 198 9204 15.71 1- R2: 5/8 ROD 0.307 0.156 3231 3942 9204 15.71 1- R5: 3/4 ROD 0.442 0.188 155 189 13254 15.71 1- R5: 3/4 ROD 0.442 0.188 3728 4549 13254 15.71 1- R5: 3/4 ROD 0.442 0.188 147 180 13254 15.71 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 42.50 1- R7: 7/8 ROD 0.601 0.219 4826 15932 16236 Compressive Shear Force Allow lbs lbs lbs 7 24 3172 1245 1519 8746 4402 5371 8746 37 145 5059 3905 4765 8746 44 54 5059 3408 4159 5059 52 63 5059 2911 3552 5059 60 73 5059 2414 2946 5059 500 610 5059 1317 1608 5059 616 752 5059 995 1214 5059 995 1214 5059 324 395 5059 1214 1481 5059 191 234 5059 1710 2087 5059 167 204 5059 2207 2693 5059 160 195 5059 2704 3300 5059 152 185 5059 3201 3906 5059 144 176 5059 3698 4512 8746 137 167 5059 4195 5119 8746 1263 1541 8746 106 349 2962 Valley Joist West Page 48 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J41 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 41.000 Opp 5.000 2.500 42.500 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. WdUp 2700# AddLoad on Top chord, 2700# used for local bending. WdDn 2700# AddLoad on Top chord, 2700# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 5 1 8 51 8 U4 TSJI, Dead 600 3 1 0 13'6 81 8 U8 TSJI, Dead 600 51 9-1/2 221 2 U26 TSJI, Dead HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0"18'-8" &23'-4" FTE end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 1145 # Minimum Shear 12.723 in Effective Depth 142 in4 Ix 70 in4 Minimum Ix 9.500 in Clear Depth L/ 837 Live Defl L/ 263 SJI Defl 578136 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 30.000 in Left end 31.500 in Right end 15 Web Vees 5798 # SJI reaction 5562 # SJI reaction Top Chord: 2-LL2-1/2x.212 Bridg < 185" Ix= 1.219 Center: L = 18.000 Tag end panl: L = 30.000 First point: Opp end panl: L.= 31.500 Last point: Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.200 Ix= 0.576 Center: L = 18.000 Chord shear: V = 6524 A = 2.030 Y = 0.703 Fy = 50000 Q = 0.967 Iy= 3.314 Rx = 0.775 Ry = 1.278 Rz = 0.493 P = -45376 Pnz/= -55872 M = 7044 No Fillers P = -19999 Pnx/= -40822 M = 13976 No Filler P = -19999 Pn/C = -54813 M = 9014 P = -19929 Pnx/Q= -39743 M = 14722 No Filler P = -19929 Pn/ = -54813 M = 9563 L2x2x.125 Weld 2.60" L2x2x.125 Weld 2.47" A = 1.520 Y = 0.574 Fy = 50000 Q = 1.000 Iy= 1.770 Rx = 0.616 Ry = 1.079 Rz = 0.393 P = 45440 Pn/a = 45600 T = 23597 fv = 8156 ft = 15525 f = 11259 Weld Thick x Length .19x3.8 .20x0.4 .20x0.9 .20x0.9 .20x0.8 .2OxO.7 .20x0.6 .2OxO.6 .20x0.6 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.4 i8x0.6 18x0 .5 .18x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.6 20x0 .7 .20x0.8 .20x0.8 .20x0.4 .19x3.7 Available Weld (in) Top/Bottm 9.6/ 8.1 9.9/ 8.3 - Valley Joist West Page 49 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA - Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J41 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 71.93 01 -Li Vi 35.27 U2 -Li W3 35.27 02 -L3 Wa 35.27 U4 -L3 WS 35.27 04 -L5 W6 35.27 U6 -L5 W7 35.27 06 -L7 W8 35.27 08 -L7 W9 35.27 08 -L9 W10 35.27 IJ10 -L9 W1i 35.27 010 -Lii W12 35.27 U12 -Lii W13 35.27 012 -L13 W14 35.27 014 -L13 W15 35.27 014 -L15 W16 35.27 U16 -L15 W16 35.27 016 -L17 W15 35.27 U18 -L17 W14 35.27 018 -L19 W13 35.27 020 -L19 W12 35.27 020 -L21 W11 35.27 022 -L21 W10 35.27 022 -L23 W9 35.27 U24 -1,23 W8 35.27 024 -L25 W7 35.27 026 -L25 W6 35.27 026 -1,27 W5 35.27 U28 -L27 W4 35.27 028 -L29 W3 35.27 029 -L29 Vi 35.27 030 -1,29 W2R 72.56 Tensile Length Area R Shear Force Allow in Member 1n2 in lbs lbs lbs 4i.02 11W SO BAR 1.000 0.289z 6524 21037 27000 15.58 1- R5: 3/4 ROD 0.442 0.188 1265 1550 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 238 292 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 5434 6656 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 182 223 13254 15.58 1- R5: 3/4 ROD .0.442 0.188 4294 5260 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 486 595 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 3755 4600 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 430 527 13254 15.58 1- R2: 5/8 ROD 0.307 0.156 2616 3204 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 734 899 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 2078 2546 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 678 830 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 1637 2006 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 1083 1326 9204 15.58 1- R2; 5/8 ROD 0.307 0.156 1196 1466 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 1524 1866 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 755 925 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 1965 2406 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 455 557 9204 1558 1- R2: 5/8 ROD 0.307 0.156 2406 2947 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 511 626 9204 15.58 1- R2: 5/8 ROD 0.307 0.156 2935 3595 9204 15.58 1- R5: 3/4 ROD 0.442 0.188 567 695 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 3474 4255 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 623 763 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 4013 4916 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 319 391 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 5153 6311 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 375 460 13254 15.58 1- R5: 3/4 ROD 0.442 0.188 1266 1550 13254 42.45 11W SO BAR 1.000 0.289z 6260 20889 27000 Compressive Shear Force Allow lbs lbs lbs 270 870 7475 2693 3298 8803 5910 7239 8803 208 255 5106 5371 6579 8803 512 627 5106 4232 5183 8803 456 559 5106 3692 4523 8803 760 931 5106 2553 3127 5106 704 862 5106 2014 2467 5106 1009 1236 5106 1564 1915 5106 1450 1776 5106 1123 1375 5106 1891 2316 5106 682 835 5106 2333 2857 5106 481 589 5106 2872 3518 5106 537 658 5106 3411 4178 8803 593 726 5106 3950 4839 8803 649 795 5106 5090 6234 8803 345 423 5106 5629 6895 8803 2705 3313 8803 407 1358 6980 Valley Joist West Page 50 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J42 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 23.750 Opp 5.000 2.500 23.750 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 1300 8834 81 8-3/4 tJ10 WdUp, WdDn 1300 1016 191 2-3/4 U24 WdUp, WdDn 1300 416 4123/4 231 8-3/4 U30 WdUp, WdDn HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0"18'-8" &231 -4" FTE end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 920 # Minimum Shear 12.860 in Effective Depth 118 in4 Ix 70 in4 Minimum Ix 10.000 in Clear Depth L/ 695 Live Defi L/ 294 SJI Defi 479479 in-#Moment 0.625 in Chord gap 0.318 in Camber 1'8.000 in Interior Panel 12.750 in Left end 12.750 in Right end 17 Web Vees 4180 # SJI reaction 4180 # SJI reaction Top Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg < 157" Ix= 0.615 Iy= 1.916 Rx = 0.613 Ry = 1.083 Rz = 0.392 Center: L = 18.000 P = -37244 Pnz/)= -44976 M = 4154 No Fillers Tag end panl: L = 12.750 P = -9043 Pnx/G= -40858 M = 3163 No Filler First point: P = -9043 Pn/ = -44137 M = 2497 Bearing seats: Tag End L2x2x.125 Weld 2.41" Opposite End L2x2x.125 Weld 2.64" Bot Chord: 2-L L2x2x.163 A = 1.251 Y = 0.560 Fy = 50000 0 = 0.952 Ix= 0.482 Iy= 1.435 Rx = 0.621 Ry = 1.071 Rz = 0.395 Center: L = 18.000 P = 37284 Pn/c = 37526 Chord shear: V = 5347 T = 12219 fv = 8200 ft = 9769 f = 9545 Weld Thick x Length .20x1.3 .20x0.3 .20x0.7 .20x0.7 .20x0.7 .18x0.6 .18x0.6 .18x0.6 .18x0.6 .i8x0.6 i8x0 .5 i8x0 .6 18x0.3 .i8x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.5 .18x0.6 .18x0.5 .18x0.6 .18x0.6 .18x0.6 .20x0.7 20x0.8 .20x0.8 .20x0.3 .20x1.3 Available Weld (in) Top/Bottm Valley Joist West Page 51 V2.2.1.0 Job #7F01307 - By Customer: VEGA IRON WORKS SANTA 'FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA KR 14:00 Entered 03/05/18 Revised 03/12/18 Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J42 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2 59.41 Ui -Li Vi 34.99 02 -Li W3 34.99 02 -L3 W4 34.99 04 -L3 W5 34.99 04 -L5 W6 34.99 06 -L5 W7 34.99 06 -L7 W8 34.99 08 -L7 W9 34.99 08 -L9 W10 34.99 U10 -L9 Wil 34.99 010 -Lii W12 34.99 U12 -Lii W13 34.99 012 -L13 W14 34.99 U14 -L13 W15 34.99 U14 -1,15 W16 34.99 016 -1,15 W17 34.99 016 -L17 W18 34.99 018 -L17 W18 34.99 018 -L19 W17 34.99 020 -L19 W16 34.99 020 -L21 W15 34.99 022 -L21 W14 34.99 022 -1,23 W13 34.99 024 -1,23 W12 34.99 024 -L25 Wii 34.99 026 -L25 W10 34.99 026 -1,27 W9 34.99 028 -L27 W8 34.99 028 -L29 W7 34.99 030 -L29 W6 34.99 030 -L31 W5 34.99 032 -L31 W4 34.99 032 -L33 W3 34.99 033 -L33 Vi 34.99 034 -L33 W2 59.41 Tensile Length . Area R Shear Force Allow in Member in2 in lbs lbs lbs 25.27 1- R5: 3/4 ROD 0.442 0.188 5347 10505 11928 15.70 1- R5: 3/4 ROD 0.442 0.188 483 590 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 1362 1663 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 4521 5518 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 1332 1626 13254 15.70 1- R2: 5/8 ROD 0.307 0.156 4048 4941 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1302 1589 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 3576 4365 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1272 1553 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 3103 3788 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1242 1516 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2046 2497 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 432 527 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1573 1921 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 402 490 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1118 1364 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 372 454 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 920 1123 9204 15.70 i- R2: 5/8 ROD 0.307 0.156 525 641 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 392 478 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 929 1134 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 172 210 9204 15.70 i- R2: 5/8 ROD 0.307 0.156 1401 1711 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 202 247 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1874 2287 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1013 1236 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 2931 3578 9204 15.70 i- R2: 5/8 ROD 0.307 0.156 1043 1273 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 3404 4155 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 1073 1309 9204 15.70 1- R2: 5/8 ROD 0.307 0.156 3876 4731 9204 15.70 1- R5: 3/4 ROD 0.442 0.188 1883 2298 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 4934 6022 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 1913 2335 13254 15.70 1- R5: 3/4 ROD 0.442 0.188 483 590 13254 25.27 1- R5: 3/4 ROD 0.442 0.188 5760 11316 11928 Compressive Shear Force Allow lbs lbs lbs 1379 2709 4523 1568 1913 8751 4964 6059 8751 1345 1642 5063 4491 5482 8751 1315 1605 5063 4019 4905 5063 1285 1569 5063 3546 4329 5063 1255 1532 5063 3074 3752 5063 445 543 5063 2017 2461 5063 415 506 5063 1544 1885 5063 385 470 5063 1083 1322 5063 491 599 5063 920 1123 5063 920 1123 5063 358 437 5063 1372 1675 5063 185 226 5063 1844 2251 5063 216 263 5063 2902 3542 5063 1026 1252 5063 3374 4119 5063 1056 1289 5063 3847 4695 5063 1086 1325 5063 4904 5986 8751 1896 2314 5063 5377 6563 8751 1570 1917 8751 1929 3791 4523 Valley Joist West Page 52 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T43 1 - 14K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Y 2 0' 4.250 23.750 Opp 5.000 2.500 Y 2 0' 4.250 23.750 Uniform TSJI load 266 #/ft full length Uniform Live load 125 #/ft full length Uniform Dead load 142 #/ft full length Uniform Wdup load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. end loads: TSJI Nttip Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 14.000 in Deep 331.500 in Design length 920 # Minimum Shear 12.952 in Effective Depth 90 in4 Ix 70 in4 Minimum Ix 10.250 in Clear Depth L/ 530 Live •Defl L/ 224 SJI Defl 356120 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 12.750 in Left end 12.750 in Right end 17 Web Vees 4180 # SJI reaction 4180 # SJI reaction Top Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Fy = 50000 Q = 0.935 Bridg < 155" Ix= 0.464 Iy= 1.372 Rx = 0.622 Ry = 1.070 Rz = 0.396 Center: L = 18.000 P = -27496 Pnz/c= -31059 M = 310 No Fillers Tag end panl: L = 12.750 P = -7939 Pnx/c2= -28195 M = 191 No Filler First point: P = -7939 Pn/i) = -32382 M = 551 Bearing seats: Tag End L2x2x.125 Weld 2.05" Opposite End L2x2x.125 Weld 2.05" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix= 0.283 Iy= 0.902 Rx = 0.543 Ry = 0.969 Rz = 0.346 Center: L = 18.000 P = 27486 Pn/Q = 28803 Chord shear: V = 4129 T = 9280fv = 8250 ft = 9665 f = 9561 Valley Joist West Page 53 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T43 1 - 14K6x 27'11.500 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 59.23 25.31 1- R2: 5/8 ROD 0.307 0.156 4129 8070 8283 36 69 2173 .18x1.0 Ul -Ll Vl 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 886 1079 5034 .18x0.3 02 -Ll W3 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 52 63 9204 3762 4581 5034 .18x0.6 02 -L3 W4 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 3335 4061 9204 56 68 5.034 .18x0.6 U4 -L3 W5 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 64 78 9204 3321 4045 5034 .18x0.5 04 -L5 W6 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 2894 3524 9204 68 83 5034 .18x0.6 06 -L5 W7 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 76 93 9204 2881 3508 5034 .18x0.5 06 -L7 WB 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 2454 2988 9204 80 98 5034 .18x0.6 08 -L7 W9 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 89 108 9204 2440 2971 5034 .18x0.4 08 -L9 W10 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 2013 2451 9204 93 113 5034 .18x0.6 010 -L9 W11 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 101 123 9204 1999 2435 5034 .18x0.3 010 -Lil W12 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 1572 1914 9204 105 128 5034 .18x0.6 U12 -Lii W13 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 113 138 9204 1559 1898 5034 .18x0.3 U12 -L13 W14 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 1131 1378 9204 117 143 5034 .18x0.6 014 -L13 W15 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 125 153 9204 1118 1361 5034 .18x0.3 U14 -L15 W16 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 920 1120 9204 130 158 5034 .18x0.6 U16 -L15 W17 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 142 173 9204 920 1120 5034 .18x0.3 U16 -1,17 W18 34.79 15.77 1- R2: 5/8 ROD 0.307 0.156 920 1120 9204 236 288 5034 .18x0.6 Top Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Bridg < 155" Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 18.000 P = -24998 Pnz/Q= -28080 Tag end panl: L = 21.750 p = -9491 Pnxk= -22360 First point: P = -9491 Pn/2 = -30185 Bearing seats: Tag End L2x2x.125 Weld 1.91" Opposite End L2x2x.125 Weld 1.91" Bot Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Ix= 0.251 Iy= 0.786 Rx = 0.546 Center: L = 18.000 P = 25130 Pn/) = 25313 Chord shear: V = 4212 T = 10608 fv = 9628 Fy = 50000 Q = 0.904 Ry = 1.067 Rz = 0.396 M = 288 No Fillers M •= •774 No Filler M = 976 Fy = 50000 Q = 0.897 Ry=0.965 Rz=0.347 ft = 12573 f = 11499 Valley Joist West Page 54 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J44 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.963 in Effective Depth 108 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 573 Live Defl L/ 258 SJI Defi 376013 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 4457 # SJI reaction 4457 # SJI reaction Valley Joist West Page 55 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J44 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 64.05 34.20 1- R5: 3/4 ROD 0.442 0.188 4212 9627 11928 267 610 2469 .20x1.1 Ui -Li Vi 31.03 17.46 i- R2: 5/8 ROD 0.307 0.156 0 0 9204 965 1126 4393 .18x0.3 U2 -Li W3 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 288 337 9204 376i 4389 4393 .18x0.6 U2 -L3 WI 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 3350 3909 9204 274 319 4393 .18x0.6 UI -L3 W5 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 290 338 9204 3323 3877 4393 .i8x0.5 U4 -L5 W6 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2911 3397 9204 275 321 4393 .i8x0.6 U6 -L5 W7 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 292 340 9204 2884 3366 4393 .i8x0.4 U6 -L7 WS 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2473 2886 9204 277 323 4393 .18x0.6 U8 -L7 W9 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 293 342 9204 2446 2851 4393 .18x0.4 U8 -L9 W10 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2034 2374 9204 278 325 4393 .18x0.6 U10 -L9 Wii 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 295 344 9204 2007 2342 4393 .18x0.3 U10 -Lii W12 31.03 17.46 i- R2: 5/8 ROD 0.307 0.156 1596 1863 9204 280 327 4393 .18x0.6 U12 -Lii W13 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 296 346 9204 1569 1831 4393 .i8x0.3 U12 -L13 W14 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 1158 1351 9204 338 394 4393 .i8x0.6 U14 -1,13 W15 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 365 426 9204 1130 1319 4393 .i8x0.3 U14 -1,15 W16 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 428 499 4393 .i8x0.6 U16 -L15 W17 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 455 531 9204 864 1009 4393 .i8x0.3 Valley Joist West Page 56 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD , CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J52 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 33.000 Opp 5.000 2.500 32.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 31 6 U2 TSJI, Dead 600 6'O 91 6 U10 TSJI, Dead 600 6'O 151 6 U18 TSJI, Dead 600 61 5-1/2 21 1 6 U26 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 1164 # Minimum Shear 14.881 in Effective Depth 136 in4 Ix 78 1n4 Minimum Ix 12.000 in Clear Depth L/ 720 Live Defi L/ 242 SJI Defl 496832 in-Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 22.000 in Left end 21.500 in Right end 16 Web Vees 5885 # SJI reaction 5628 4 SJI reaction Top Chord: 2-L L2x2x.176 Bridg < 156" Ix= 0.516 Center: L = 18.000 Tag end panl: L = 22.000 First point: Opp end pani: L = 21.500 Last point: A = 1.346 Y = 0.565 Iy= 1.552 Rx = 0.619 P = -33326 Pnz/C= -36415 P = -12544 Pnx/= -28517 P = -12544 Pn/Q = -36343 P = -11858 Pnx/= -28804 P = -11858 Pn/Q = -36343 Fy = 50000 Ry = 1.074 M = 2132 M = 3337 M = 2508 M = 3239 M = 2438 Q = 0.981 Rz = 0.394 No Fillers No Filler No Filler Bearing seats: Tag End L2x2x.125 Weld 2.62" Opposite End L2x2x.125 Weld 2.48" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 18.000 P = 33386 Pn/0 = 33539 Chord shear: V = 5628 T = 14531 fv = 9703 FY = 50000 Q = 0.904 Ry=1.067 Rz=0.396 ft = 12998 f = 11679 Valley Joist West Page 57 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J52 .1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li 0L 64.36 Vi -Li Vi 31.16 02 -Li W3 31.16 02 -L3 W4 31.16 04 -L3 W5 31.16 04 -L5 W6 31.16 06 -L5 W7 31.16 U6 -L7 W8 31.16 08 -L7 W9 31.16 08 -L9 W10 31.16 010 -L9 Wii 31.16 010 -Lii W12 31.16 012 -Lii W13 31.16 012 -L13 W14 31.16 014 -L13 W15 31.16 014 -L15 W16 31.16 016 -L15 W17 31.16 016 -L17 W17 31.16 018 -L17 W16 31.16 018 -L19 W15 31.16 020 -L19 W14 31.16 020 -L21 W13 31.16 022 -L21 W12 31.16 022 -L23 Wil 31.16 U24 -L23 W10 31.16 U24 -L25 W9 31.16 026 -1,25 W8 31.16 026 -L27 W7 31.16 028 -L27 W6 31.16 028 -L29 W5 31.16 030 -1,29 W4 31.16 030 -L31 W3 31.16 031 -L31 Vi 31.16 032 -L31 W2R 63.99 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 34.39 1- R7: 7/8 ROD 0.601 0.219 5628 13005 16236 0 0 4525 .21x1.4 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1080 1263 7963 .20x0.3 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 5171 6044 7963 .20x0.7 17.39 1- R5: 3/4 ROD 0.442 0.188 4157 4859 13254 0 0 4419 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4127 4824 7963 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 3714 4340 13254 0 0 4419 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 3684 4305 7963 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 3270 3821 13254 0 0 4419 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 3240 3786 7963 .20x0.5 17.39 1- R2: 5/8 ROD 0.307 0.156 2826 3302 9204 0 0 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 2796 3268 4419 .18x0.4 17.39 1- R2: 5/8 ROD 0.307 0.156 1782 2083 9204 223 261 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 241 282 9204 1752 2048 4419 .18x0.3 17.39 1- R2: 5/8 ROD 0.307 0.156 1338 1564 9204 250 292 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 279 327 9204 1308 1529 4419 .18x0.3 17.39 1- R2: 5/8 ROD 0.307 0.156 1164 1361 9204 345 403 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 375 438 9204 1164 1361 4419 .18x0.3 17.39 1- R2: 5/8 ROD 0.307 0.156 1164 1361 9204 620 724 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 1164 1361 9204 600 701 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 40 47 9204 1664 1944 4419 .18x0.3 17.39 1- R2: 5/8 ROD 0.307 0.156 1693 1979 9204 22 26 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 35 41 9204 2107 2463 4419 .18x0.3 17.39 1- R2: 5/8 ROD 0.307 0.156 2137 2498 9204 17 20 4419 .18x0.6 17.39 1- R2: 5/8 ROD 0.307 0.156 30 35 9204 2551 2982 4419 .18x0.4 17.39 1- R2: 5/8 ROD 0.307 0.156 2581 3016 9204 12 14 4419 .18x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 25 30 13254 2995 3500 7963 .20x0.5 17.39 1- R5: 3/4 ROD 0.442 0.188 3025 3535 13254 8 9 4419 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4039 4720 7963 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 4069 4755 13254 0 0 4419 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4483 5239 7963 .20x0.6 17.39 1- R5: 3/4 ROD 0.442 0.188 4513 5274 13254 0 0 4419 .20x0.7 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4927 5758 7963 .20x0.7 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1072 1253 7963 .20x0.3 33.94 1- R7: 7/8 ROD 0.601 0.219 5378 12264 16236 0 0 4645 .21x1.4 Fy = 50000 Ry = 1.074 M = 4121 M = 5938 M = 3872 M = 5787 M = 3779 Q = 0.981 Rz = 0.394 No Fillers No Filler No Filler Fy = 50000 Q = 0.904 Ry = 1.067 Rz = 0.396 ft = 12352 f = 11113 Valley Joist West Page 58 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J53 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 33.000 Opp 5.000 2.500 32.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 1300 3 1 6 31 6 U2 WdUp, WdDn 1300 6 1 0 12'O 91 6 U10 WdUp, WdDn 1300 4'6 211 6 U26 WdUp, WdDn 1300 11 111/2 26'0 U31 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.881 in Effective Depth 136 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 720 Live Defl L/ 358 SJI Defi 455865 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 22.000 in Left end 21.500 in Right end 16 Web Vees 3957 # SJI reaction 3957 # SJI reaction Top Chord: 2-L L2x2x.176 Bridg < 156" Ix= 0.516 Center: L = 18.000 Tag end pani: L = 22.000 First point: Opp end panl: L = 21.500 Last point: Bearing seats: Tag End Opposite End -". f,____ . 2-L L2x2x.145 Ix= 0.434 Center L = 18.000 Chord shear V= 5359 A = 1.346 Y = 0.565 Iy= 1.552 Rx = 0.619 P = -30562 Pnz/= -36415 P = -11163 Pnx/(= -28517 P = -11163 Pn/ = -36343 P = -11395 Pnx/(= -28804 P = -11395 Pn/Q = -36343 L2x2x.125 Weld 2.48" L2x2x.125 Weld 2.59" A = 1.118 Y = 0.554 Iy= 1.273 Rx = 0.623 P = 30633 Pn/( = 33539 T = 13809 fv = 9239 Weld Thick x Length .23x1 .3 .21x0.3 .21x0.7 .21x0.6 .21x0.5 .20x0.6 .20x0.5 .20x0.6 .20x0.4 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .20x0.4 .20x0.6 .20x0.5 .20x0.6 .21x0.6 .21x0.6 .21x0.6 .21x0.4 .23xi.3 Available Weld (in) Top/Sottm Valley Joist West Page 59 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J53 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li WILL 64.36 01 -Li Vi 31.16 02 -Li W3 31.16 02 -L3 W4 31.16 U4 -L3 W5 31.16 U4 -L5 W6 31.16 06 -L5 W7 31.16 06 -L7 W8 31.16 U8 -L7 W9 31.16 08 -L9 W1O 31.16 U10 -L9 W1i 31.16 U10 -Lii W12 31.16 012 -Lii W13 31.16 012 -L13 W14 31.16 014 -L13 W15 31.16 014 -L15 W16 31.16 016 -L15 W17 31.16 016 -L17 W17 31.16 (118 -L17 W16 31.16 018 -L19 W15 31.16 020 -L19 W14 31.16 020 -L21 W13 31.16 022 -1,21 W12 31.16 022 -L23 Wii 31.16 U24 -L23 W10 31.16 024 -L25 W9 31.16 026 -L25 W8 31.16 026 -L27 W7 31.16 028 -L27 W6 31.16 028 -L29 W5 31.16 030 -L29 W4 31.16 030 -L31 W3 31.16 031 -L31 Vi 31.16 032 -L31 W2R 63.99 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 34.39 1- R9:1-IN ROD 0.783 0.250 5359 12383 21206 17.39 1- R7: 7/8 ROD 0.601 0.219 514 601 18040 17.39 1- R7: 7/8 ROD 0.601 0.219 2085 2437 18040 17.39 1- R7: 7/8 ROD 0.601 0.219 3904 4562 18040 17.39 1- R7: 7/8 ROD 0.601 0.219 1248 1458 18040 17.39 1- R5: 3/4 ROD 0.442 0.188 3461 4045 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 1191 1392 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 3018 3527 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 1134 1325 13254 17.39 1- R2: 5/8 ROD 0.307 0.156 2575 3009 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1077 1258 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1547 1808 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 240 280 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1104 1290 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 313 365 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 864 1010 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 615 719 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 386 451 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 933 1090 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 443 518 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1310 1531 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 500 584 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1753 2049 9204 17.39 i- R2: 5/8 ROD 0.307 0.156 557 651 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2196 2567 9204 17.39 1- R5: 3/4 ROD 0.442 0.188 614 718 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 2639 3085 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 1451 1696 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 3667 4286 13254 17.39 1- R7: 7/8 ROD 0.601 0.219 1508 1763 18040 17.39 1- R7: 7/8 ROD 0.601 0.219 4110 4804 18040 17.39 1- R7: 7/8 ROD 0.601 0.219 1565 1829 18040 17.39 1- R7: 7/8 ROD 0.601 0.219 1294 1512 18040 33.94 1- R9:1-IN ROD 0.785 0.250 5560 12679 21206 Compressive Shear Force Allow lbs lbs lbs 2133 4928 7719 1604 1874 12407 4903 5729 12407 1261 1474 4419 3875 4528 12407 1204 1407 4419 3432 4010 7963 1147 1340 4419 2988 3493 7963 1090 1273 4419 2545 2975 4419 253 295 4419 1517 1773 4419 283 331 4419 1074 1256 4419 580 678 4419 864 1010 4419 898 1049 4419 399 466 4419 1281 1497 4419 456 533 4419 1724 2015 4419 513 599 4419 2167 2532 4419 570 666 4419 2610 3050 7963 627 733 4419 3638 4252 7963 1464 1711 4419 4081 4769 12407 1521 1778 4419 4524 5287 12407 2381 2783 12407 2393 5456 7925 Valley Joist West Page 60 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J54 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 • 35.000 Opp • 5.000 2.500 - 30.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 1500 191 9/ 8'2 U8 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 1052 # Minimum Shear 14.952 in Effective Depth 120 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 634 Live Defl L/ 254 SJI Defl 410396 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 24.000 in Left end 19.500 in Right end 16 Web Vees 5022 # SJI reaction 4391 # SJI reaction Top Chord: 2-L L2x2x.156 A = 1.199 Y = 0.558 Fy = 50000 Q = 0.935 Bridg < 155" Ix= 0.464 Iy= 1.372 Rx = 0.622 Ry = 1.070 Rz = 0.396 Center: L = 18.000 P = -27354 Pnz/= -31059 M = 288 No Fillers Tag end pani: . L = 24.000 P = -11350 Pnx/)= -23536 M = 957 No Filler First point: P = -11350 Pn/Q = -32382 M = 1158 Opp end pani: L =19.500 P = -8949 Pnx/a= -25637 M = 604 No Filler Last point: P = -8949 Pn/ = -32382 M = 820 Bearing seats: Tag End L2x2x.125 Weld 2.48" Opposite End L2x2x.125 Weld 2.14" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix= 0.283 Iy= 0.902 Rx = 0.543 Ry = 0.969 Rz = 0.346 Center: L = 18.000 P = 27448 Pn/Q = 28803 Chord shear: V = 4797 T = 12897 fv = 9584 ft = 13433 f = 11703 Weld Thick x Length .20x1.4 .20x0.3 .20x0.6 .20x0.6 .20x0.5 .18x0.6 .i8x0.5 .18x0.6 .18x0.5 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0 .4 .18x0.6 .18x0.4 .18x0.6 .20x0.5 .20x0.6 .20x0.5 .20x0.3 .20x1.1 Available Weld (in) Top/Bottm - Valley Joist West Page 61 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J54 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 65.63 01 -Li Vi 31.04 02 -Li W3 31.04 02 -L3 W4 31.04 04 -L3 W5 31.04 04 -L5 W6 31.04 U6 -L5 W7 31.04 06 -L7 W8 31.04 08 -L7 W9 31.04 08 -L9 W10 31.04 010 -L9 Wil 31.04 010 -Lii W12 31.04 012 -Lii W13 31.04 012 -1,13 W14 31.04 014 -L13 W15 31.04 014 -1,15 W16 31.04 016 -1,15 W17 31.04 016 -L17 W17 31.04 018 -1,17 W16 31.04 018 -1,19 W15 31.04 020 -1,19 W14 31.04 020 -1,21 W13 31.04 022 -1,21 W12 31.04 022 -L23 Wil 31.04 U24 -L23 W10 31.04 024 -L25 W9 31.04 026 -1,25 W8 31.04 026 -1,27 W7 31.04 028 -1,27 W6 31.04 028 -1,29 W5 31.04 030 -1,29 W4 31.04 030 -1,31 W3 31.04 031 -1,31 Vi 31.04 032 -1,31 W2R 62.32 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 36.23 1- R5: 3/4 ROD 0.442 0.188 4797 11623 11928 17.45 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 3937 4596 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.45 1- R2: 5/8 ROD 0.307 0.156 3526 4116 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 3115 3636 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1204 1405 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 472 551 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1052 1228 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 535 624 9204 17.45 1- R2; 5/8 ROD 0.307 0.156 381 445 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1052 1228 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1052 1228 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1052 1228 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1353 1579 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 1764 2059 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2175 2539 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2587 3019 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.45 1- R2: 5/8 ROD 0.307 0.156 2998 3499 9204 17.45 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 3409 3979 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 2 2 13254 17.45 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 32.18 1- R5: 3/4 ROD 0.442 0.188 4220 9085 11928 Compressive Shear Force Allow lbs lbs lbs 0 0 2200 997 1163 7934 4335 5060 7934 0 0 4396 3924 4580 7934 0 0 4396 3513 4100 4396 0 0 4396 3101 3620 4396 458 535 4396 1190 1389 4396 521 608 4396 1052 1228 4396 1052 1228 4396 368 429 4396 1052 1228 4396 0 0 4396 1052 1228 4396 0 0 4396 1339 1563 4396 0 0 4396 1750 2043 4396 0 0 4396 2162 2523 4396 0 0 4396 2573 3003 4396 0 0 4396 2984 3483 4396 0 0 4396 3395 3963 7934 0 0 4396 3807 4443 7934 938 1095 7934 8 18 2788 Valley Joist West Page 62 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J56 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes To2 Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.963 in Effective Depth 108 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 573 Live Defl L/ 258 SJI Defi 376013 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 4457 # SJI reaction 4457 # SJI reaction Top Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Bridg < 155" Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 18.000 P = -24998 Pnz/Q= -28080 Tag end pani: L = 21.750 P = -9491 Pnx/c -22360 First point: P = -9491 Pn/c = -30185 Bearing seats: Tag End L2x2x.125 Weld 1.91" Opposite End L2x2x.125 Weld 1.91" Bot Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Ix= 0.251 Iy= 0.786 Rx = 0.546 Center: L = 18.000 P = 25130 Pn/a = 25313 Chord shear: V = 4212 T = 10608 fv = 9628 Fy = 50000 Q = 0.904 Ry = 1.067 Rz = 0.396 M = 288 No Fillers M = 774 No Filler M = 976 Fy = 50000 Q = 0.897 Ry=0.965 Rz=0.347 ft = 12573 f = 11499 Valley Joist West Page 63 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J56 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspari Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 110 -Ll W2 64.05 34.20 1- R5: 3/4 ROD 0.442 0.188 4212 9627 11928 267 610 2469 .20x1.l 111 -Ll Vi 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 965 1126 4393 .18x0.3 112 -Li W3 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 288 337 9204 3761 4389 4393 .18x0.6 112 -L3 W4 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 3350 3909 9204 274 319 4393 .18x0.6 114 -L3 W5 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 290 338 9204 3323 3877 4393 .18x0.5 114 -L5 W6 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2911 3397 9204 275 321 4393 .18x0.6 U6 -L5 W7 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 292 340 9204 2884 3366 4393 .18x0.4 U6 -L7 W8 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2473 2886 9204 277 323 4393 .18x0.6 118 -L7 W9 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 293 342 9204 2446 2854 4393 .18x0.4 118 -L9 W10 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2034 2374 9204 278 325 4393 .18x0.6 1110 -L9 Wil 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 295 344 9204 2007 2342 4393 .18x0..3 1110 -Lii W12 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 1596 1863 9204 280 327 4393 .18x0.6 1112 -Lii 1413 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 296 346 9204 1569 1831 4393 .18xO.3 1112 -L13 W14 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 1158 1351 9204 338 394 4393 .18x0.6 014 -1,13 1415 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 365 426 9204 1130 1319 4393 .18x0.3 014 -L15 W16 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 428 499 4393 .18x0.6 U16 -L15 W17 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 455 531 9204 864 1009 4393 .18x0.3 Valley Joist West Page 64 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J57 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 500 4111-3/4 4 1 11-3/4 t34 TSJI, Dead 1000 4 1 6 91 5-3/4 U10 TSJI, Dead 1000 910 181 5-3/4 U22 TSJI, Dead 91 5-3/4 HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NttJp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 1177 # Minimum Shear 14.861 in Effective Depth 159 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 839 Live Defi L/ 243 SJI Defl 585076 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 6870 # SJI reaction 6544 # SJI reaction Top Chord: 2-L L2x2x.200 A = 1.520 Y = 0.574 Fy = 50000 Q = 1.000 Bridg < 156" Ix= 0.576 Iy= 1.770 Rx = 0.616 Ry = 1.079 Rz = 0.393 Center: L = 18.000 P = -39273 Pnz/c= -41834 M = 288 No Fillers Tag end panl: L = 21.750 P = -14343 Pnx/(= -32812 M = 774 No Filler First point: P = -14343 Pn/c2 = -41040 M = 976 Bearing seats: Tag End L2x2x.125 Weld 2.67" Opposite End L2x2x.125 Weld 2.49" Bot Chord: 2-L L2x2x.176 A = 1.346 Y = 0.565 Fy = 50000 Q = 0.981 Ix= 0.516 Iy= 1.552 Rx = 0.619 Ry = 1.074 Rz = 0.394 Center: L = 18.000 P = 39369 Pn/C = 40381 Chord shear: V = 6532 T = 16813 fv = 9279 ft = 12491 f = 11185 Valley Joist West Page 65 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J57 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2 64.21 Ui -Li Vi 31.20 02 -Li W3 31.20 02 -L3 W4 31.20 04 -L3 W5 31.20 04 -L5 W6 31.20 U6 -L5 W7 31.20 06 -L7 W8 31.20 08 -L7 W9 31.20 08 -L9 W10 31.20 U10 -L9 Wil 31.20 010 -Lii W12 31.20 012 -Lii W13 31.20 U12 -L13 W14 31.20 U14 -L13 WiS 31.20 014 -L15 W16 31.20 U16 -1,15 W17 31.20 U16 -L17 W17 31.20 U18 -L17 W16 31.20 U18 -L19 W15 31.20 U20 -L19 W14 31.20 U20 -L21 W13 31.20 022 -1,21 W12 31.20 U22 -L23 till 31.20 U24 -L23 W10 31.20 024 -L25 W9 31.20 026 -L25 W8 31.20 026 -L27 W7 31.20 028 -1,27 W6 31.20 028 -1,29 W5 31.20 030 -L29 W4 31.20 030 -131 W3 31.20 U31 -131 Vi 31.20 U32 -L31 W2 64.21 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 34.15 1- R7: 7/8 ROD 0.601 0.219 6532 15012 16236 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 5616 6565 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5; 3/4 ROD 0.442 0.188 4623 5404 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4130 4828 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R2: 5/8 ROD 0.307 0.156 3637 4252 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 2145 2507 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 726 849 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1652 1931 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 870 1018 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1177 1376 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1015 1186 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 841 983 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1333 1559 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 696 814 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1826 2135 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 552 645 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 2319 2711 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 3812 4456 9204 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4304 5032 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4797 5608 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 5290 6184 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 34.15 1- R7: 7/8 ROD 0.601 0.219 6207 14263 16236 Compressive Shear Force Allow lbs lbs lbs 0 0 4587 1485 1737 7971 6054 7078 7971 0 0 4425 5561 6502 7971 0 0 4425 4569 5341 7971 0 0 4425 4076 4765 7971 0 0 4425 3583 4189 4425 672 785 4425 2090 2444 4425 816 954 4425 1598 1868 4425 961 1123 4425 1177 1376 4425 1279 1495 4425 786 919 4425 1772 2071 4425 642 750 4425 2265 2648 4425 497 582 4425 3757 4393 4425 0 0 4425 4250 4969 .7971 0 0 4425 4743 5545 7971 0 0 4425 5235 6121 7971 0 0 4425 5728 6697 7971 1483 1733 7971 0 0 4587 Weld Available Thick x Weld (in) Length Top/Bottm .21x1.7 .20x0.3 .20x0.8 .20x0.8 .20x0.8 .20x0.7 .20x0.6 .20x0.6 .20x0.6 .18x0.6 .18x0.5 18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 18x0.6 .18x0.3 .18x0.6 .18x0.6 .18x0.6 .20x0.6 .20x0.6 .20x0.7 .20x0.7 .20x0.7 .20x0.8 .20x0.8 .20x0.3 .21x1.6 Valley Joist West Page 66 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J58 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft full length Uniform WdUp load 27 #/ft full length TSJI 2000# AddLoad on Top chord at panel points. Dead 2000# AddLoad on Top chord at panel points. TSJI 2000# AddLoad on Bottom chord at panel points. Dead 2000# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 150 7111-3/4 71 11-3/4 U8 TSJI, Dead 2000 181 5-3/4 U22 TSJI, Dead 9 1 5-3/4 HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NttJp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 1302 # Minimum Shear 14.698 in Effective Depth 220 in4 Ix 78 in4 Minimum Ix 11.500 in Clear Depth L/1166 Live Defl L/ 250 SJI Defl 824730 in-Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 9207 # SJI reaction 9207 # SJI reaction Top Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Bridg < 186" Ix= 1.309 Iy= 3.602 Rx = 0.772 Ry = 1.281 Rz = 0.492 Center: L = 18.000 P = -56072 Pnz/C= -62097 M = 306 No Fillers Tag end pani: L = 21.750 P = -18982 Pnx/2= -51212 M = 822 No Filler First point: P = -18982 Pn/ = -59243 M = 1036 Bearing seats: Tag End L2x2x.125 Weld 2.97" Opposite End L2x2x.125 Weld 2.97" Bot Chord: 2-L L2x2x.250 A = 1.875 Y = 0.592 Fy = 50000 Q = 1.000 Ix= 0.695 Iy= 2.228 Rx = 0.609 Ry = 1.090 Rz = 0.391 Center: L = 18.000 P = 56110 Pn/( = 56250 Chord shear: V = 8887 T = 23189 fv = 8887 ft = 12368 f = 10827 Weld Thick x Length .23x2.i .21x0.4 21x1 .1 .21x1.2 .21x1.0 .21x1.1 .21x0.9 21x1 .0 .21x0.9 .20x0.7 .20x0.6 .20x0.6 .20x0.6 18x0. 6 .18x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.6 .18x0.4 18x0 .6 .20x0.5 .20x0.6 .20x0.8 .20x0.9 .21x0.9 .21xi.0 .21x0.9 .21x1.1 .21x1.0 21x1 .2 .21x1.i 21x0.4 23x2.i Available Weld (in) Top/Bottm Valley Joist West Page 67 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J58 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li W2 64.45 Ui -Li Vi 31.48 U2 -Li W3 31.48 U2 -L3 W4 31.48 U4 -L3 W5 31.48 U4 -L5 W6 31.48 U6 -L5 W7 31.48 U6 -L7 W8 31.48 U8 -L7 w9 31.48 U8 -L9 WiO 31.48 U10 -L9 Wll 31.48 U1O -Lii W12 31.48 U12 -Lii W13 31.48 U12 -1,13 W14 31.48 U14 -L13 W15 31.48 U14 -L15 W16 31.48 U16 -LiS W17 31.48 U16 -1,17 W17 31.48 U18 -1,17 W16 31.48 U18 -L19 W15 31.48 U20 -L19 W14 31.48 U20 -1,21 W13 31.48 U22 -L21 W12 31.48 U22 -L23 Wil 31.48 U24 -L23 W10 31.48 U24 -L25 W9 31.48 U26 -1,25 W8 31.48 1J26 -1,27 W7 31.48 U28 -1,27 W6 31.48 U28 -1,29 W5 31.48 U30 -1,29 W4 31.48 U30 -L31 W3 31.48 U31 -L31 Vi 31.48 U32 -1,31 W2 64.45 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 34.08 1- R9:1-IN ROD 0.785 0.250 8887 20608 21206 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 7812 9160 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 7187 8427 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 6562 7695 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R5: 3/4 ROD 0.442 0.188 4437 5203 13254 17.23 1- R5: 3/4 ROD 0.442 0.188 949 1113 13254 17.23 1- R5: 3/4 ROD 0.442 0.188 3812 4470 13254 17.23 1- R5: 3/4 ROD 0.442 0.188 1178 1381 13254 17.23 1- R2: 5/8 ROD 0.307 0.156 3187 3737 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 1407 1650 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 2562 3005 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 1636 1918 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 2136 2504 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 2062 2418 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 1907 2236 9204 17.23 1- R2: 5/8 ROD 0.307 0.156 2687 3151 9204 17.23 1- R5: 3/4 ROD 0.442 0.188 1678 1968 13254 17.23 1- R5: 3/4 ROD 0.442 0.188 3312 3884 13254 17.23 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.23 1- R5: 3/4 ROD 0.442 0.188 5937 6962 13254 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 6562 7695 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 7187 8427 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 7812 9160 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 34.08 1- R9:1-XN ROD 0.785 0.250 8887 20608 21206 Compressive Shear Force Allow lbs lbs lbs 0 0 7857 2531 2968 12490 8328 9766 12490 0 0 4477 7704 9033 12490 0 0 4477 7079 8300 12490 0 0 4477 6454 7567 12490 841 986 4477 4329 5076 8035 1069 1254 4477 3704 4343 8035 1298 1522 4477 3079 3610 4477 1527 1791 4477 2454 2877 4477 1954 2291 4477 2027 2377 4477 2579 3024 4477 1798 2109 4477 3204 3757 8035 1569 1840 4477 5829 6835 8035 O 0 4477 6454 7567 12490 0 0 4477 7079 8300 12490 0 0 4477 7704 9033 12490 0 0 4477 8328 9766 12490 2531 2968 12490 0 0 7857 Valley Joist West Page 68 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J60 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft full length Uniform WdUp load 27 #/ft full length TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.963 in Effective Depth 108 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 573 Live Defl L/ 285 SJI Defi 352605 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 3957 # SJI reaction 3957 # SJI reaction Top Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Bridg < 155" Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 18.000 P = -23435 Pnz/C= -28080 Tag end panl: L = 21.750 P = -8558 Pnx/1= -22360 First point: P = -8558 Pn/ = -30185 Bearing seats: Tag End L2x2x.125 Weld 2.02" Opposite End L2x2x.125 Weld 2.02" Bot Chord: 2-LL1-3/4x.125 A = 0.844 Y = 0.484 Ix= 0.251 Iy= 0.786 Rx = 0.546 Center: L = 18.000 P = 23566 Pn/0 = 25313 Chord shear: V = 3962 T = 9948 fv = 9056 Fy = 50000 Q = 0.904 Ry = 1.067 Rz = 0.396 M = 306 No Fillers M = 822 No Filler M = 1036 Fy = 50000 0 = 0.897 Ry=0.965 Rz=0.347 ft = 11790 f = 10806 Valley Joist West Page 69 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J60 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length . Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2 64.05 34.20 1- R5: 3/4 ROD 0.442 0.188 3962 9055 11928 476 1088 2469 .20x1.1 01 -Li Vi 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 987 1152 4393 .18x0.3 02 -Li W3 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 443 517 9204 3498 4082 4393 .18x0.5 U2 -L3 W4 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 3077 3591 9204 396 462 4393 .18x0.6 04 -L3 W5 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 404 471 9204 3063 3575 4393 .18x0.5 04 -L5 W6 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 2642 3083 9204 357 416 4393 .18x0.6 06 -L5 W7 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 365 426 9204 2628 3067 4393 .18x0.4 06 -L7 W8 31.03 17.46 1- R2; 5/8 ROD 0.307 0.156 2207 2576 9204 318 371 4393 .18x0.6 08 -L7 W9 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 326 380 9204 2193 2560 4393 .18x0.3 08 -L9 W10 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 1772 2068 9204 279 325 4393 .18x0.6 010 -L9 W11 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 287 335 9204 1759 2052 4393 .18x0.3 010 -Lii W12 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 1337 1561 9204 239 279 4393 .18x0.6 012 -Lii W13 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 248 289 9204 1324 1545 4393 .18x0.3 012 -L13 W14 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 902 1053 9204 200 234 4393 .18x0.6 014 -L13 W15 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 209 243 9204 889 1037 4393 .18x0.3 014 -L15 W16 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 217 253 4393 .18x0.6 016 -L15 W17 31.03 17.46 1- R2: 5/8 ROD 0.307 0.156 231 269 9204 864 1009 4393 .18x0.3 Valley Joist West Page 70 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J61 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1000# AddLoad on Top chord, 1000# used for local bending. WdDn 1000# AddLoad on Top chord, 1000# used for local bending. TC conc loads: Load Spacing Location Point Type 1000 4111-3/4 4'11-3/4 U4 WdUp, WdDn 1000 4 16 91 5-3/4 U10 WdUp, WdDn 9 1000 4'6 181 5-3/4 U22 WdUp, WdDn 1000 4111-3/4 22'11-3/4 U28 WdUp, WdDn HOLD CLEAR FOR 3" DRAG STRUT 8 4'-8",9'-4",14'-0",181-8" &231 -4" end loads: TSJI Ntup Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips RightTC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.867 in Effective Depth 148 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 781 Live Defl L/ 388 SJI Defl 448144 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 3957 # SJI reaction 3957 # SJI reaction Top Chord: 2-L L2x2x.216 A = 1.635 Y = 0.579 Fy = 50000 Q = 1.000 Bridg < 157" Ix= 0.615 Iy= 1.916 Rx = 0.613 Ry = 1.083 Rz = 0.392 Center: L = 18.000 P = -30012 Pnz/a= -44976 M = 3567 No Fillers Tag end panl: L = 21.750 P = -10480 Pnx/)= -35258 M = 5109 No Filler First point: P = -10480 Pn/ = -44137 M = 3376 Bearing seats: Tag End L2x2x.125 Weld 2.39" Opposite End L2x2x.125 Weld 2.39" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Fy = 50000 Q = 0.904 Ix= 0.434 Iy= 1.273 Rx = 0.623 Ry = 1.067 Rz = 0.396 Center: L = 18.000 P = 30144 Pn/Q = 33539 Chord shear: V = 5067 T = 12965 fv = 8736 ft = 11597 f = 10485 Valley Joist West Page 71 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRONWORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J61 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspai Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 64.20 34.16 1- R7: 7/8 ROD 0.601 0.219 5067 11641 16236 1739 3996 4586 .21x1.3 Ui -Li Vi 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 334 391 13254 1419 1659 7968 .20x0.3 U2 -Li W3 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 1697 1984 13254 4617 5397 7968 .20x0.6 U2 -L3 W4 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 4207 4918 13254 1658 1938 4424 .20x0.6 U4 -L3 W5 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 1649 1928 13254 4181 4888 7968 .20x0.6 U4 -L5 W6 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 3321 3883 9204 1010 1181 4424 .i8x0.6 U6 -L5 W7 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 1002 1171 9204 3296 3852 4424 .i8x0.5 U6 -0 W8 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 2886 3373 9204 963 1126 4424 .18x0.6 U8 -L7 W9 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 955 1116 9204 2860 3343 4424 .18x0.4 U8 -L9 W10 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 2450 2864 9204 916 1070 4424 .18x0.6 UiO -L9 Wil 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 907 1061 9204 2424 2834 4424 .18x0.4 U10 -Lii W12 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 1564 1829 9204 268 314 4424 .i8x0.6 U12 -Lii W13 31.19 17.38 i- R2: 5/8 ROD 0.307 0.156 260 304 9204 1538 1798 4424 .18x0.3 U12 -L13 W14 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 1129 1319 9204 221 258 4424 .18x0.6 U14 -L13 W15 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 213 249 9204 1103 1289 4424 .18x0.3 U14 -L15 W16 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 864 1010 9204 366 428 4424 .18x0.6 U16 -L15 W17 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 396 463 9204 864 1010 4424 .18x0.3 Valley Joist West Page 72 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J62 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 600# AddLoad on Top chord, 78# used for local bending. Dead 600# AddLoad on Top chord, 78# used for local bending. WdUp 2700# AddLoad on Top chord, 351# used for local bending. WdDn 2700# AddLoad on Top chord, 351# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 1633 4111' 41 11-3/4 U4 WdUp, WdDn 333 310 1'6 71 113/4 U8 WdUp, WdDn 1300 9'53/4 U10 WdUp, WdDn 333 310 121 5-3/4 U14 WdUp, WdDn 1300 16 131 11-3/4 U16 WdUp, WdDn 333 116 151 5-3/4 U18 WdUp, WdDn 333 4,,6 19'11-3/4 U24 WdUp, WdDn 333 241 5-3/4 U30 WdUp, WdDn 3 1 5-3/4 HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 1.4 1.4 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 1.4 1.4 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.839 in Effective Depth 180 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 950 Live Defl L/ 420 SJI Defl 633736 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 4557 # SJI reaction 4557 # SJI reaction Valley Joist West Page 73 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J62 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Top Chord: 2-L L2x2x.250 A = 1.875 Y = 0.592 Fy = 50000 Q = 1.000 Bridg < 158" Ix= 0.695 Iy= 2.228 Rx = 0.609 Ry = 1.090 Rz = 0.391 Center: L = 18.000 P = -42706 Pnz/)= -51558 M = 1073 No Fillers Tag end panl: L = 21.750 P = -15156 Pnx/)= -40381 M = 1762 No Filler First point: P = -15156 Pn/Q = -50625 M = 1565 Bearing seats: Tag End L2x2x.125 Weld 2.79" Opposite End L2x2x.125 Weld 2.49" Bot Chord: 2-L L2x2x.187 A = 1.426 1 = 0.569 Fy = 50000 Q = 1.000 Ix= 0.544 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 Center: L = 18.000 P = 42222 Pn/c = 42782 Chord shear: V = 7010 T = 18095 fv = 9372 ft = 12689 f = 11317 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 110 -Li W2 64.24 34.14 1- R9:1-IN ROD 0.785 0.250 7010 16129 21206 3278 7542 7829 .23x1.7 Ui -Li Vl 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 1294 1514 18040 2559 2993 12426 .21x0.4 112 -Li W3 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 3217 3763 18040 6523 7629 12426 .21x0.9 112 -L3 W4 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 6076 7106 18040 3160 3696 4432 .21x0.9 U4 -L3 W5 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 3134 3666 18040 6013 7033 12426 .21x0.8 U4 -L5 W6 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 4831 5651 13254 2097 2453 4432 .20x0.7 U6 -L5 W7 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 2071 2422 13254 4769 5577 7979 .20x0.7 U6 -L7 W8 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 4322 5054 13254 2014 2356 4432 .20x0.7 U8 -L7 W9 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 1988 2325 13254 4259 4981 7979 .20x0.6 U8 -L9 W10 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 3706 4334 9204 1731 2025 4432 .18x0.6 U10 -L9 Wll 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1705 1994 9204 3632 4248 4432 .18x0.5 U10 -Lil W12 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 2567 3002 9204 868 1015 4432 .18x0.6 U12 -Lll W13 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 842 985 9204 2504 2929 4432 .18x0.4 1112 -L13 W14 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 2134 2496 9204 785 918 4432 .18x0.6 1114 -L13 W15 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 759 887 9204 2060 2410 4432 .18x0.3 1114 -1,15 W16 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1538 1799 9204 1108 1296 4432 .18x0.6 1116 -L15 W17 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1182 1382 9204 1464 1713 4432 .18x0.3 1116 -L17 W17 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1295 1515 9204 2284 2671 4432 .18x0.3 1118 -L17 W16 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 2358 2757 9204 1321 1545 4432 .18x0.6 U18 -L19 W15 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1578 1846 9204 2880 3368 4432 .18x0.4 U20 -L19 W14 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 2953 3454 9204 1604 1876 4432 .18x0.6 U20 -L21 W13 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1661 1943 9204 3276 3831 4432 .18x0.5 1122 -L21 W12 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 3349 3917 9204 1687 1973 4432 .18x0.6 1122 -1,23 W11 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 1744 2040 9204 3671 4294 4432 .18x0.6 1124 -1,23 W10 31.24 17.36 1- R2: 5/8 ROD 0.307 0.156 3745 4380 9204 1771 2071 4432 .18x0.6 1124 -1,25 W9 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 2027 2371 13254 4288 5015 7979 .20x0.6 1126 -L25 W8 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 4351 5089 13254 2054 2402 4432 .20x0.7 1126 -L27 W7 31.24 17.36 1- R5: 3/4 ROD 0.442 0.188 2111 2468 13254 4798 5612 7979 .20x0.7 U28 -L27 W6 31.24 17.36 1- R5; 3/4 ROD 0.442 0.188 4861 5685 13254 2137 2499 4432 .20x0.7 U28 -1,29 W5 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 2194 2566 18040 5308 6208 12426 .21x0.7 U30 -1,29 W4 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 5371 6281 18040 2220 2596 4432 .21x0.8 U30 -1,31 W3 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 2477 2897 18040 5968 6979 12426 .21x0.8 U31 -1,31 Vi 31.24 17.36 1- R7: 7/8 ROD 0.601 0.219 1294 1514 18040 2554 2987 12426 .21x0.4 1132 -1,31 W2 64.24 34.14 1- R9:1-IN ROD 0.785 0.250 6455 14851 21206 2537 5837 7829 .23x1.5 Valley Joist West Page 74 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T63 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Y 2 0' 4.250 31.000 Opp 5.000 2.500 Y 2 0' 4.250 34.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length Uniform Dead load 70 #/ft full length Uniform TSJI load 70 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 600 221 10 5'11/2 221 10 U28 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 1181 # Minimum Shear 14.877 in Effective Depth 140 in4 Ix .78 in4 Minimum Ix 12.000 in Clear Depth L/ 739 Live Defl L/ 279 SJI Defi 480797 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 20.000 in Left end 23.500 in Right end 16 Web Vees 5031 # SJI reaction 5416 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 Center: L = 18.000 P = -32253 Pnz/Q= -39259 M = 4199 No Fillers Tag end pani: L = 20.000 P = -10390 Pnx/O= -31886 M = 5511 No Filler First point: P = -10390 Pn/c = -38504 M = 3741 Opp end panl: L = 23.500 P = -12355 Pnx/Q= -29678 M = 6641 No Filler Last point: P = -12355 Pn/c2 = -38504 M = 4467 Bearing seats: Tag End L2x2x.125 Weld 2.48" Opposite End L2x2x.125 Weld 2.69" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Fy = 50000 Q = 0.904 Ix= 0.434 Iy= 1.273 Rx = 0.623 Ry = 1.067 Rz = 0.396 Center: L = 18.000 P = 32317 Pn/a = 33539 Chord shear: V = 5330 T = 12914 fv = 9190 ft = 11552 f = 10854 Weld Thick x Length .20x1.4 .20x0.3 .20x0.7 .20x0.6 .20x0.6 .18x0.6 .18x0.6 .18x0.6 .i8x0.5 .18x0.6 .18x0.4 .i8x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0 .3 .18x0.6 .18x0.3 .18x0.6 .18x0.4 .18x0.6 .18x0.5 .18x0.6 .20x0.6 .20x0.7 .20x0.7 .20x0.3 .21xi.5 Available Weld (in) Top/Bottm Valley Joist West Page 75 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T63 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspari Location Web Slope UO -Li W2L 62.84 01 -Li Vi 31.17 U2 -Li W3 31.17 02 -L3 W4 31.17 U4 -L3 W5 31.17 U4 -L5 W6 31.17 06 -L5 W7 31.17 06 -L7 W8 31.17 08 -L7 W9 31.17 08 -L9 Wlo 31.17 U10 -L9 Wil 31.17 010 -Lii W12 31.17 (112 -Lii W13 31.17 (J12 -1,13 W14 31.17 014 -1,13 W15 31.17 U14 -1,15 W16 31.17 016 -1,15 W17 31.17 016 -1,17 W17 31.17 U18 -1,17 W16 31.17 U18 -L19 W15 31.17 020 -L19 W14 31.17 020 -L21 W13 31.17 U22 -L21 W12 31.17 022 -1,23 W1i 31.17 U24 -1,23 W10 31.17 U24-L25 W9 31.17 U26 -L25 W8 31.17 026 -L27 W7 31.17 028 -L27 W6 31.17 028 -L29 W5 31.17 030 -L29 W4 31.17 030 -01 W3 31.17 031 -1,31 Vi 31.17 032 -L31 W2R 65.40 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 32.59 1- R5: 3/4 ROD 0.442 0.188 5330 11677 11928 17.39 1- R5: 3/4 ROD 0.442 0.188 446 522 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 118 137 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 4266 4986 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 123 144 13254 17.39 1- R2: 5/8 ROD 0.307 0.156 3718 4345 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 129 151 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 3170 3704 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 135 158 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2622 3064 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 141 165 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2074 2423 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 147 172 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1526 1783 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 153 179 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1181 1380 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 294 344 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 577 675 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1181 1380 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 283 331 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1204 1407 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 277 324 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1752 2047 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 272 317 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2300 2688 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 266 310 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2848 3328 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 260 304 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 3396 3969 9204 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 4544 5310 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 443 518 13254 35.74 1- R7: 7/8 ROD 0.601 0.219 5656 13588 16236 Compressive Shear Force Allow lbs lbs lbs 97 212 2718 1697 1984 7964 4784 5592 7964 136 159 4420 4236 4951 7964 142 166 4420 3688 4311 4420 148 173 4420 3140 3670 4420 154 180 4420 2592 3030 4420 160 187 4420 2044 2389 4420 166 194 4420 1496 1749 4420 265 310 4420 1181 1380 4420 1181 1380 4420 543 634 4420 1181 1380 4420 296 346 4420 1722 2013 4420 290 339 4420 2270 2653 4420 285 333 4420 2818 3294 4420 279 326 4420 3366 3934 4420 273 319 4420 4514 5276 7964 0 0 4420 5062 5917 7964 1740 2034 7964 0 0 4188 Valley Joist West Page 76 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer:. VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J64 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 31.000 Opp 5.000 2.500 34.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length TSJI 500# AddLoad on Top chord, 130# used for local bending. Dead 500# AddLoad on Top chord, 130# used for local bending. WdUp 1300# AddLoad on Top chord, 338# used for local bending. WdDn 1300# AddLoad on Top chord, 338# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 333 4'10 U4 WdUp, WdDn 500 l'6 61 4 U6 TSJI, Dead 333 4'6 71 10 U8 WdUp, WdDn 333 4'6 121 4 U14 WdUp, WdDn 333 16'10 U20 WdUp, WdDn 333 3 1 0 19'10 U24 WdUp, WdDn 600 1'6 22'].O U28 TSJI, Dead 333 31 7-1/2 241 4 U30 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 1.4 1.4 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 1.4 1.4 0.0 Kips 16.000 in Deep 331.500 in Design length 1002 # Minimum Shear 14.877 in Effective Depth 140 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 739 Live Defi L/ 298 SJI Defl 464439 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 20.000 in Left end 23.500 in Right end 16 Web Vees 4953 # SJI reaction 5061 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 18.000 Tag end panl: L = 20.000 First point: Opp end pani: L = 23.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -31218 Pnz/Q= -39259 P = -10724 Pnx/(= -31886 P = -10724 Pn/( = -38504 P = -12123 Pnx/(= -29678 P = -12123 Pn/ = -38504 Fy = 50000 Ry = 1.076 M = 1148 M = 1624 M = 1369 M = 2049 M = 1697 Q = 1.000 Rz = 0.394 No Fillers No Filler No Filler Valley Joist West Page 77 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J64 2 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Bearing seats: Tag End L2x2x.125 Weld 2.14" Opposite End L2x2x.125 Weld 2.20" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Fy = 50000 Q = 0.904 Ix= 0.434 Iy= 1.273 Rx = 0.623 Ry = 1.067 Rz = 0.396 Center: L = 18.000 P = 30692 Pn/a = 33539 Chord shear: V = 5178 T = 12704 fv = 8928 ft = 11364 f = 10583 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li THE 62.84 32.59 1- R5: 3/4 ROD 0.442 0.188 5178 11345 11928 0 0 2718 .20x1.4 Ui -Ll Vl 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 374 437 13254 1502 1756 7964 .20x0.3 U2 -Li W3 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4794 5603 7964 .20x0.7 02 -L3 W4 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 4428 5175 13254 0 0 4420 .20x0.7 U4 -L3 W5 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4385 5125 7964 .20x0.6 04 -L5 W6 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 3868 4521 13254 0 0 4420 .20x0.6 U6 -L5 Wi 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 3825 4471 7964 .20x0.5 U6 -L7 W8 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 2959 3458 13254 60 70 4420 .20x0.6 US -L7 W9 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 55 65 13254 2916 3408 7964 .20x0.4 08 -L9 W10 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 2400 2805 9204 0 0 4420 .18x0.6 U1O -L9 Wii 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 2357 2754 4420 .18x0.4 U10 -Lii W12 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 1990 2326 9204 42 49 4420 .18x0.6 012 -Lii W13 31.17 17.39 1- R2; 5/8 ROD 0.307 0.156 53 62 9204 1947 2276 4420 .18x0.3 012 -1,13 W14 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 1581 1848 9204 240 280 4420 .18x0.6 014 -1,13 W15 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 288 337 9204 1538 1797 4420 .18x0.3 014 -L15 W16 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 1028 1202 9204 703 822 4420 .18x0.6 016 -1,15 W17 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 752 879 9204 1002 1171 4420 .18x0.3 U16 -L17 W17 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 764 893 9204 1002 1171 4420 .18x0.3 018 -L17 W16 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 1016 1187 9204 716 837 4420 .18x0.6 018 -L19 W15 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 500 585 9204 1339 1565 4420 .18x0.3 020 -L19 W14 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 1382 1616 9204 452 528 4420 .18x0.6 U20 -L21 W13 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 80 94 9204 1899 2219 4420 .18x0.3 U22 -L21 W12 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 1942 2269 9204 85 100 4420 .18x0.6 022 -L23 Wil 31.17 17.39 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 2308 2697 4420 .18x0.3 024 -L23 W10 31.17 17.39 1- R2; 5/8 ROD 0.307 0.156 2351 2748 9204 0 0 4420 .18x0.6 024 -L25 W9 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 99 116 13254 2867 3351 7964 .20x0.4 026 -L25 W8 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 2910 3401 13254 104 121 4420 .20x0.6 026 -L27 Wi 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 8 10 13254 3277 3830 7964 .20x0.5 028 -L27 W6 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 3320 3880 13254 13 15 4420 .20x0.6 028 -1,29 W5 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4286 5009 7964 .20x0.6 030 -L29 W4 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 4329 5060 13254 0 0 4420 .20x0.7 030 -01 W3 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4845 5663 7964 .20x0.7 031 -L31 Vi 31.17 17.39 1- R5: 3/4 ROD 0.442 0.188 364 426 13254 1525 1782 7964 .20x0.3 032 -01 W2R 65.40 35.74 1- R7: 7/8 ROD 0.601 0.219 5261 12640 16236 0 0 4188 .21x1.4 Valley Joist West Page 78 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J65 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#lL Tag 5.000 2.500 36.000 Opp 5.000 2.500 39.500 Uniform TSJI load 348 #/ft full length Uniform Live load 217 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 1300 18 ,10 91 11/2 18'10 U20 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 331.500 in Design length 1200 # Minimum Shear 16.886 in Effective Depth 169 in4 Ix 122 in4 Minimum Ix 14.000 in Clear Depth L/ 573 Live Defi L/ 302 SJI Defl 504431 in-#Moment 0.625 in Chord gap 0.318 in Camber 20.000 in Interior Panel 24.000 in Left end 27.500 in Right end 14 Web Vees 5901 # SJI reaction 5901 # SJI reaction Top Chord: 2-L L2x2x.163 Bridg < 155" Ix= 0.482 Center: L = 20.000 Seventh: L = 20.000 Tag end panl: L = 24.000 First point: Opp end panl: L = 27.500 Last point: A = 1.251 Y = 0.560 Iy= 1.435 Rx = 0.621 P = -29836 Pnx/(= -34308 P = -28428 Pnz/= -32320 P = -11465 Pnx/Q= -24874 P = -11465 Pn/( = -33773 P = -12437 Pnx/= -22953 P = -12437 Pn/c = -33773 Fy = 50000 Ry = 1.071 M = 2532 M = 4051 M = 3269 M = 4893 M = 3939 Q = 0.952 Rz = 0.395 3 Fillers No Fillers No Filler No Filler Q = 0.904 Rz = 0.396 Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.145 Ix= 0.434 Center: L = 20.000 Chord shear: V = 5455 L2x2x.125 Weld 2.59" L2x2x.125 Weld 2.70" A = 1.118 Y = 0.554 Iy= 1.273 Rx = 0.623 P = 29873 Pn/O = 33539 T = 13402 fv = 9405 Fy = 50000 Ry = 1.067 ft = 11988 f = 11153 Weld Thick x Length .2lxi.4 .20x0.2 .20x0.7 .20x0.6 .20x0.6 .20x0.6 .20x0.5 .20x0.6 .20x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0.6 .18x0.2 .18x0.2 .18x0.6 .18x0.2 .18x0.6 .18x0.3 18x0.6 .20x0.5 .20x0.6 .20x0.5 .20x0.6 .20x0.6 20x0.6 .20x0.7 20x0.2 21x1.5 Available Weld (in) Top/Bottm Valley Joist West Page 79 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J65 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 63.59 Ui -Li Vi 30.63 02 -Li W3 30.63 U2 -L3 W4 30.63 04 -L3 W5 30.63 04 -L5 W6 30.63 06 -L5 Wi 30.63 06 -Li W8 30.63 08 -Li W9 30.63 U8 -L9 W10 30.63 U10 -L9 Wii 30.63 010 -Lii W12 30.63 U12 -Lii W13 30.63 012 -L13 W14 30.63 U14 -L13 W15 30.63 U14 -L15 W15 30.63 U16 -L15 W14 30.63 016 -Lii W13 30.63 U18 -Lii W12 30.63 U18 -L19 W11 30.63 020 -L19 W10 30.63 020 -L21 W9 30.63 U22 -1,21 W8 30.63 022 -L23 W7 30.63 024 -L23 W6 30.63 024 -L25 W5 30.63 026 -1,25 W4 30.63 026 -L27 W3 30.63 027 -L27 Vi 30.63 U28 -1,27 W2R 65.76 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 37.96 1- R7: 7/8 ROD 0.601 0.219 5455 12263 16236 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 421 489 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4220 4904 13254 19.62 i- R5: 3/4 ROD 0.442 0.188 445 517 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3597 4180 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 470 546 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 2974 3457 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 494 575 13254 19.62 1- R2: 5/8 ROD 0.307 0.156 2351 2733 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 519 603 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1728 2009 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 583 678 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1200 1395 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 722 839 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 648 754 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1200 1395 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 274 319 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1462 1699 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 18 20 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 2108 2450 9204 19.62 1- R5: 3/4 ROD 0.442 0.188 773 898 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3071 3569 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 748 870 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3694 4293 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 724 841 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4316 5017 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 699 812 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 41.13 1- R7: 7/8 ROD 0.601 0.219 5600 13639 16236 Compressive Shear Force Allow lbs lbs lbs 370 831 3712 1287 1495 6927 4810 5590 6927 425 494 3616 4187 4866 6927 450 523 3616 3564 4142 6927 475 552 3616 2941 3418 6927 499 580 3616 2318 2694 3616 550 639 3616 1695 1970 3616 688 800 3616 1200 1395 3616 1200 1395 3616 615 715 3616 1429 1661 3616 241 280 3616 2074 2411 3616 0 0 3616 3038 3530 6927 753 875 3616 3660 4254 6927 728 846 3616 4283 4978 6927 704 818 3616 4906 5702 6927 1341 1559 6927 642 1564 3163 Valley Joist West Page 80 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J72 1 - 18K6 x 27'11.500, Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 36.000 Opp 5.000 2.500 39.500 Uniform TSJI load 348 #/ft full length Uniform Live load 217 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 90 #/ft full length TSJI 600# AddLoad on Top chord, 600# used for local bending. Dead 600# AddLoad on Top chord, 600# used for local bending. TSJI 500# AddLoad on Bottom chord at panel points. Dead 500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 600 5 1 6 51 6 t34 TSJI, Dead 600 6'8 171 2 U18 TSJI, Dead 600 4 1 11/2 231 10 U26 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk Wdtlp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 331.500 in Design length 1425 # Minimum Shear 16.877 in Effective Depth 179 in4 Ix 122 in4 Minimum Ix 14.000 in Clear Depth L/ 608 Live Defl L/ 276 SJI Defl 560331 in-#Moment 0.625 in Chord gap 0.318 in Camber 20.000 in Interior Panel 24.000 in Left end 27.500 in Right end 14 Web Vees 6702 # SJI reaction .6900 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end panl: L = 24.000 First point: Opp end pani: L = 27.500 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -33165 Pnz/Q= -38476 P = -13083 Pnx/Q= -29347 P = -13083 Pn/Q = -38504 P = -14553 Pnx/(= -26956 P = -14553 Pn/Q = -38504 Fy = 50000 Q = 1.000 Ry=1.076 Rz=0.394 M = 2532 No Fillers N = 4051 No Filler N = 3269 M = 4893 No Filler M = 3939 Fy = 50000 Q = 0.904 Ry=1.067 Rz=0.396 ft = 13802 f = 12784 Bearing seats: Tag End L2x2x.125 Weld 3.02" Opposite End L2x2x.125 Weld 3.12" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 20.000 P = 33200 Pn/a = 33539 Chord shear: V = 6241 T = 15430 fv = 10761 Weld Thick x Length .21x1. 6 .20x0.2 .20x0.8 .20x0.7 .20x0.7 .20x0.6 .20x0.5 .20x0.6 .20x0.5 18x0 .6 .18x0.4 18X0. 6 .18x0.3 .18x0.6 .18x0.2 .18x0.6 .18x0.2 .18x0.2 .18x0.6 .18x0.4 18x0.6 .20x0.4 .20x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.7 20x0.8 20x0.2 21x1 .7 Available Weld (in) Top/Bottm Valley Joist West Page 81 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J72 1 - 18K6 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li W2L 63.60 01 -Li Vi 30.65 02 -Li W3 30.65 02 -L3 W4 30.65 U4 -L3 W5 30.65 04 -L5 W6 30.65 06 -L5 W7 30.65 06 -L7 W8 30.65 08 -L7 W9 30.65 08 -L9 W10 30.65 010 -L9 Wil 30.65 010 -Lii W12 30.65 012 -Lii W13 30.65 012 -L13 W14 30.65 014 -1,13 W15 30.65 014 -1,15 W15 30.65 016 -L15 W14 30.65 016 -1,17 W13 30.65 018 -1,17 W12 30.65 018 -L19 Wii 30.65 020 -L19 W10 30.65 020 -L21 W9 30.65 022 -L21 WS 30.65 022 -1,23 W7 30.65 024 -1,23 W6 30.65 024 -L25 W5 30.65 026 -1,25 W4 30.65 026 -1,27 W3 30.65 027 -L27 Vi 30.65 028 -L27 W2R 65.77 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 37.96 1- R7: 7/8 ROD 0.601 0.219 6241 14037 16236 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4959 5764 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3713 4316 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 96 112 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3067 3565 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 121 141 13254 19.62 1- R2: 5/8 ROD 0.307 0.156 2422 2815 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 146 169 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1776 2064 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 170 198 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1425 1657 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 268 311 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1425 1657 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 615 715 9204 19.62. 1- R2: 5/8 ROD 0.307 0.156 555 646 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 1425 1657 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 31 36 9204 19.62 1- R2: 5/8 ROD 0.307 0.156 2507 2914 9204 19.62 1- R5: 3/4 ROD 0.442 0.188 6 7 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3152 3664 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 3798 4415 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 4444 5165 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 19.62 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 41.12 1- R7: 7/8 ROD 0.601 0.219 6377 15539 16236 Compressive Shear Force Allow lbs lbs lbs 0 0 3713 1294 1504 6931 5571 6475 6931 0 0 3618 4925 5725 6931 76 89 3618 3680 4277 6931 101 118 3618 3034 3527 6931 126 146 3618 2388 2776 3618 150 175 3618 1743 2026 3618 235 273 3618 1425 1657 3618 582 677 3618 1425 1657 3618 1425 1657 3618 522 607 3618 2474 2875 3618 ii 13 3618 3119 3626 6931 0 0 3618 3765 4376 6931 0 0 3618 4411 5127 6931 0 0 3618 5656 6575 6931 1351 1570 6931 0 0 3164 Valley Joist West Page 82 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J73 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TC conc loads: Load Spacing Location Point Type 1300 4111-3/4 4'11-3/4 U4 Equk, WdUp 1300 610 10'11-3/4 U12 Equk, WdUp 1300 610 6'O 161 11-3/4 U20 Equk, WdUp 1300 41113/4 22'11-3/4 U28 Equk, WdUp end loads: TSJI NtUp Dead Live Equk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.941 in Effective Depth 129 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 682 Live Defl L/ 339 SJI Defl 444332 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 3957 # SJI reaction 3957 # SJI reaction Top Chord 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 18.000 Tag end panl: L = 21.750 First point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -29740 Pnz/)= -39259 P = -11404 Pnx/)= -30806 P = -11404 Pn/!n = -38504 Fy = 50000 Ry = 1.076 M = 4121 M= 5863 M = 3825 Q = 1.000 Rz = 0.394 No Fillers No Filler Bearing seats: Tag End L2x2x.125 Weld 2.56" Opposite End L2x2x.125 Weld 2.56" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 18.000 P = 27937 Pn/Q = 28803 Chord shear: V = 4614 T = 11809 fv = 9219 Fy = 50000 Q = 0.953 Ry=0.969 Rz=0.346 ft = 12300 f = 11082 Valley Joist West Page 83 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J73 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm (JO -L1 W2 64.09 34.19 1- R9:1-IN ROD 0.785 0.250 4614 10558 21206 2263 5177 7809 .23x1.l Ul -Ll Vl 31.06 17.44 1- R7: 7/8 ROD 0.601 0.219 514 600 18040 1603 1871 12379 .21x0.3 U2 -Ll W3 31.06 17.44 1- R7: 7/8 ROD 0.601 0.219 2215 2586 18040 4243 4954 12379 .21x0.6 U2 -L3 W4 31.06 17.44 1- R7: 7/8 ROD 0.601 0.219 3906 4560 18040 2171 2535 4400 .21x0.6 U4 -L3 W5 31.06 17.44 1- R7: 7/8 ROD 0.601 0.219 2158 2519 18040 3893 4545 12379 .2lxO.5 U4 -L5 W6 31.06 17.44 1- R5: 3/4 ROD 0.442 0.188 2979 3478 13254 1334 1557 4400 .20xO.6 (16 -L5 W7 31.06 17.44 1- R5: 3/4 ROD 0.442 0.188 1321 1542 13254 2950 3444 7939 .20x0.4 (16 -L7 W8 31.06 17.44 1- R5: 3/4 ROD 0.442 0.188 2536 2961 13254 1277 1491 4400 .20x0.6 (18 -L7 W9 31.06 17.44 1- R5: 3/4 ROD 0.442 0.188 1264 1476 13254 2507 2926 7939 .20x0.4 (18 -L9 W10 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 2166 2528 9204 1220 1424 4400 .18x0.6 U10 -L9 Wl1 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 1207 1409 9204 2152 2513 4400 .18x0.3 UlO -Lil W12 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 1815 2119 9204 1163 1357 4400 .18x0.6 (112 -Lil W13 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 1150 1342 9204 1802 2103 4400 .18x0.3 (112 -L13 W14 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 1207 1409 9204 326 380 4400 .18x0.6 U14 -L13 W15 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 313 365 9204 1178 1375 4400 .18x0.3 U14 -L15 W16 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 446 521 4400 .18x0.6 (116 -L15 W17 31.06 17.44 1- R2: 5/8 ROD 0.307 0.156 481 562 9204 864 1009 4400 .18x0.3 Valley Joist West Page 84 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J74 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 27.000 Opp 5.000 2.500 38.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TSJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 500 7 1 6 71 6 U8 TSJI, Dead 1300 18 1 0 21 5-1/2 251 6 U31 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 927 # Minimum Shear 14.881 in Effective Depth 136 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 720 Live Defl L/ 258 SJI Defl 488864 in-Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 16.000in Left end 27.500 in Right end 16 Web Vees 5824 # SJI reaction 5590 # SJI reaction Top Chord: 2-L L2x2x.176 Bridg < 156" Ix= 0.516 Center: L = 18.000 Tag end panl: L = 16.000 First point: Opp end panl: L = 27.500 Last point: A = 1.346 Y = 0.565 Iy= 1.552 Rx = 0.619 P = -32767 Pnz/(= -36415 P = -10393 Pnx/Q= -31678 P = -10393 Pn/( = -36343 P = -13963 Pnx/= -25153 P = -13963 Pn/a = -36343 Fy = 50000 Ry = 1.074 M = 288 M = 368 M = 630 M = 1269 M = 1496 Q = 0.981 Rz = 0.394 No Fillers No Filler No Filler Bearing seats: Tag End L2x2x.125 Weld 2.13" Opposite End L2x2x.125 Weld 2.27" Bot Chord: 2-L L2x2x.145 A = 1.118 Y = 0.554 Ix= 0.434 Iy= 1.273 Rx = 0.623 Center: L = 18.000 P = 32851 Pn/Q = 33539 Chord shear: V = 5631 T = 12303 fv = 9709 Fy = 50000 Q = 0.904 Ry=1.067 Rz=0.396 ft = 11005 f = 11160 Weld Thick x Length .20x1.3 .20x0.3 .20x0.7 .20x0.7 .20x0.7 .20x0.6 .20x0.6 .20x0.6 .20x0.6 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 18x0.6 .l8xO.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0.3 .18x0.6 .18x0.4 .18x0.6 .20x0.5 .20x0.6 .20x0.5 .20x0.6 .20x0.6 20x0.6 .20x0.6 .20x0.3 .21x1.7 Available Weld (in) Top/Bottm Valley Joist West Page 85 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J74 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope UO -Li 0L 59.24 Ui -Li Vi 31.16 U2 -Li W3 31.16 U2 -L3 W4 31.16 U4 -L3 W5 31.16 U4 -L5 W6 31.16 U6 -L5 W7 31.16 U6 -L7 WS 31.16 U8 -L7 W9 31.16 U8 -L9 W10 31.16 U10 -L9 Wll 31.16 U10 -Lii W12 31.16 U12 -Lii W13 31.16 U12 -L13 W14 31.16 U14 -1,13 W15 31.16 U14 -1,15 W16 31.16 1.116 -1,15 W17 31.16 1.116 -1,17 W17 31.16 U18 -L17 W16 31.16 U18 -L19 W15 31.16 U20 -L19 W14 31.16 U20 -L21 W13 31.16 U22 -1,21 W12 31.16 U22 -L23 Wui 31.16 U24 -1,23 W10 31.16 U24 -L25 W9 31.16 U26 -L25 W8 31.16 U26 -1,27 W7 31.16 U28 -L27 W6 31.16 U28 -1,29 W5 31.16 U30 -L29 W4 31.16 U30 -L31 W3 31.16 U31 -L31 Vi 31.16 U32 -L31 W2R 67.82 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 29.09 1- R5: 3/4 ROD 0.442 0.188 5631 11010 11928 17.39 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 178 207 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 4776 5581 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 212 247 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 4283 5006 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 246 287 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 3790 4430 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 280 327 13254 17.39 1- R2: 5/8 ROD 0.307 0.156 2798 3270 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 646 755 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2305 2694 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 790 923 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1812 2118 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 935 1092 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1320 1542 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1079 1261 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 868 1014 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1241 1451 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 632 739 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 1704 1992 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 . 488 570 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2188 2557 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 347 406 9204 17.39 1- R2: 5/8 ROD 0.307 0.156 2672 3123 9204 17.39 1- R5: 3/4 ROD 0.442 0.188 313 366 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 3156 3688 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 279 326 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 3640 4254 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 245 286 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 4129 4826 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 211 246 13254 17.39 1- R5: 3/4 ROD 0.442 0.188 219 256 13254 39.42 1- R7: 7/8 ROD 0.601 0.219 5693 15079 16236 Compressive Shear Force Allow lbs lbs lbs 116 227 3412 1407 1645 7963 5214 6094 7963 179 209 4419 4722 5518 7963 213 249 4419 4229 4942 7963 247 289 4419 3736 4366 7963 591 691 4419 2743 3206 4419 736 860 4419 2251 2630 4419 880 1029 4419 1758 2054 4419 1025 1198 4419 1265 1479 4419 1187 1387 4419 813 950 4419 1650 1928 4419 578 675 4419 2134 2494 4419 433 506 4419 2618 3059 4419 315 368 4419 3102 3625 7963 280 328 4419 3586 4191 7963 246 288 4419 4075 4762 7963 212 248 4419 4568 5338 7963 2154 2517 7963 898 2378 3443 Valley Joist West Page 86 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J75 1 - 16K4 x 271 11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 27.000 Opp 5.000 2.500 38.500 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length TSJI 1500# AddLoad on Top chord at panel points. Dead 1500# AddLoad on Top chord at panel points. TSJI 1500# AddLoad on Bottom chord at panel points. Dead 1500# AddLoad on Bottom chord at panel points. TC conc loads: Load Spacing Location Point Type 500 9 1 0 9'0 U10 TSJI, Dead 1300 16 1 6 2'5-1/2 251 6 U31 WdUp, WdDn end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 927 # Minimum Shear 14.861 in Effective Depth 159 in4 Ix 78 in4 Minimum Ix 12.000 in Clear Depth L/ 839 Live Defi L/ 260 SJI Defl 561886 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 16.000 in Left end 27.500 in Right end 16 Web Vees 6797 # SJI reaction 6617 # SJI reaction Top Chord: 2-L L2x2x.200 Bridg < 156" Ix= 0.576 Center: L = 18.000 Tag end pani: L = 16.000 First point: Opp end pani: L = 27.500 Last point: Bearing seats: Tag End Opposite End Bot Chord: 2-L L2x2x.176 Ix= 0.516 Center: L = 18.000 Chord shear: V = 6404 A = 1.520 Y = 0.574 Iy= 1.770 Rx = 0.616 P = -37684 Pnz/(= -41834 P = -11914 Pnx/Q= -36360 P = -11914 Pn/ = -41040 P -15564 Pnx/= -28698 P = -15564 Pn/) = -41040 L2x2x.125 Weld 2.06" L2x2x.125 Weld 1.98" A = 1.346 Y = 0.565 Iy= 1.552 Rx = 0.619 P = 37809 Pn/Q = 40381 T = 14035 fv = 9096 Fy = 50000 Q = 1.000 Ry=1.079 Rz=0.393 M = 282 No Fillers M = 359 No Filler M = 616 M = 1240 No Filler M = 1462 Fy = 50000 Q = 0.981 Ry=1.074 Rz=0.394 ft = 10427 f = 10485 Weld Thick x Length .21x1.4 .20x0.3 .20x0.8 .20x0.8 .20x0.8 .20x0.7 .20x0.7 .20x0.7 .20x0.6 .20x0.6 .20x0.5 .20x0.6 .20x0.4 .18x0.6 .18x0.3 18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 20x0.4 .20x0.6 .20x0.5 .20x0.6 .20x0.5 .20x0.6 .20x0.6 .20x0.7 .20x0.7 .20x0.8 20x0.8 20x0 .4 .2ixl.8 Available Weld (in) Top/Sottm Valley Joist West Page 87 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J75 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan Location Web Slope 00 -Li W2L 59.27 Ui -Li Vi 31.20 U2 -Li W3 31.20 02 -L3 W4 31.20 U4 -L3 W5 31.20 04 -LS W6 31.20 06 -L5 Wi 31.20 U6 -L7 W8 31.20 08 -L7 W9 31.20 08 -L9 W10 31.20 U10 -L9 Wil 31.20 U10 -Lii W12 31.20 U12 -Lii W13 31.20 012 -L13 W14 31.20 014 -1,13 W15 31.20 U14 -1,15 W16 31.20 U16 -LiS W17 31.20 016 -L17 W17 31.20 018 -L17 W16 31.20 U18 -L19 W15 31.20 020 -L19 W14 31.20 020 -L21 W13 31.20 022 -1,21 W12 31.20 022 -L23 Wii 31.20 024 -1,23 W10 31.20 024 -L25 W9 31.20 U26 -L25 W8 31.20 026 -L27 W7 31.20 U28 -L27 W6 31.20 028 -1,29 W5 31.20 030 -L29 W4 31.20 030 -1,31 W3 31.20 U31 -1,31 Vi 31.20 032 -L31 W2R 67.85 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 29.08 1- R7: 7/8 ROD 0.601 0.219 6404 12532 16236 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 5511 6443 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4973 5814 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4434 5184 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 3896 4555 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4 5 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 2858 3341 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 794 928 13254 17.37 1- R2: 5/8 ROD 0.307 0.156 2320 2712 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1124 1314 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1787 2089 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1454 1700 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1345 1573 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1796 2100 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 1015 1187 9204 17.37 1- R2: 5/8 ROD 0.307 0.156 2295 2683 9204 17.37 1- R5: 3/4 ROD 0.442 0.188 685 801 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 2834 3313 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 355 415 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 3372 3942 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 41 47 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 3910 4571 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4449 5201 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 4987 5830 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.37 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 39.41 1- R7: 7/8 ROD 0.601 0.219 6097 16167 16236 Compressive Shear Force Allow lbs lbs lbs 0 0 6325 1906 2228 7971 5968 6977 7971 0 0 4425 5430 6348 7971 0 0 4425 4891 5718 7971 0 0 4425 4353 5089 7971 0 0 4425 3815 4460 7971 712 833 4425 2776 3246 7971 1042 1219 4425 2238 2616 4425 1373 1605 4425 1706 1994 4425 1715 2005 4425 1264 1477 4425 2214 2588 4425 934 1091 4425 2752 3218 7971 603 705 4425 3291 3847 7971 273 319 4425 3829 4476 7971 0 0 4425 4367 5106 7971 0 0 4425 4905 5735 7971 0 0 4425 5444 6364 7971 2560 2993 7971 0 0 3445 Bearing seats: Tag End L2x2x.125 Weld 1.91" Opposite End L2x2x.125 Weld 1.91" Bot Chord: 2-L L2x2x.156 A = 1.199 1 = 0.558 Ix= 0.464 Iy= 1.372 Rx = 0.622 Center: L = 18.000 P = 34124 Pn/Q = 35980 Chord shear: V = 5650 T = 14404 fv = 9055 Fy = 50000 Q = 0.935 Ry = 1.070 Rz = 0.396 ft = 12010 f = 10865 Valley Joist West Page 88 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J76 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 1000# AddLoad on Top chord, 1000# used for local bending. Dead 1000# AddLoad on Top chord, 1000# used for local bending. WdUp 1300# AddLoad on Top chord, 1300# used for local bending. WdDn 1300# AddLoad on Top chord, 1300# used for local bending. TSJI 1000# AddLoad on Bottom chord at panel points. Dead 1000# AddLoad on Bottom chord at panel points. HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.869 in Effective Depth 149 in4 Ix 78 1n4 Minimum Ix 12.000 in Clear Depth L/ 789 Live Defi L/ 299 SJI Defl 507370 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 5457 # SJI reaction 5457 # SJI reaction Top Chord: 2-L L2x2x.200 Bridg < 156" Ix= 0.576 Center: L = 18.000 Tag end pani: L = 21.750 First point: A = 1.520 1 = 0.574 Iy= 1.770 Rx = 0.616 P = -33965 Pnz/c= -41834 P = -11685 Pnx/C= -32812 P = -11685 Pn/ = -41040 Fy = 50000 Ry = 1.079 M = 5657 M = 7958 M = 5073 Q = 1.000 Rz = 0.393 No Fillers No Filler Valley Joist West Page 89 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J76 1 - 16K4 27'11.500 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -L1 W2 64.19 34.16 1- R7: 7/8 ROD 0.601 0.219 5650 12980 16236 267 613 4586 .21x1.4 01 -Li Vi 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 214 250 13254 2104 2460 7968 .20x0.3 02 -Li W3 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 272 318 13254 5156 6027 7968 .20x0.7 02 -L3 W4 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 4702 5496 13254 252 295 4423 .20x0.7 04 -L3 W5 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 264 308 13254 4631 5414 7968 .20x0.6 04 -L5 W6 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 4177 4883 13254 244 285 4423 .20x0.6 U6 -L5 W7 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 255 298 13254 4107 4801 7968 .20x0.6 U6 -L7 W8 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 3653 4270 13254 236 275 4423 .20x0.6 08 -L7 W9 31.19 17.38 1- R5: 3/4 ROD 0.442 0.188 247 289 13254 3582 4188 7968 .20x0.5 08 -L9 W10 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 3128 3657 9204 227 266 4423 .18x0.6 U10 -L9 Wii 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 253 295 9204 3058 3575 4423 .18x0.5 U10 -Li1 W12 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 2604 3044 9204 322 376 4423 .18x0.6 012 -Lii W13 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 392 458 9204 2534 2962 4423 .18x0.4 012 -1,13 W14 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 2079 2430 9204 716 837 4423 .18x0.6 U14 -L13 W15 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 791 925 9204 2009 2348 4423 .18x0.3 U14 -1,15 W16 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 1590 1858 9204 1115 1303 4423 .18x0.6 U16 -L15 W17 31.19 17.38 1- R2: 5/8 ROD 0.307 0.156 1190 1391 9204 1514 1770 4423 .18x0.3 Valley Joist West Page 90 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J77 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. WdUp 333# AddLoad on Top chord, 333# used for local bending. WdDn 333# AddLoad on Top chord, 333# used for local bending. TC conc loads: Load Spacing Location Point Type 333 4113/4 41 11-3/4 U4 WdUp, WdDn 333 71 11-3/4 U8 WdUp, WdDn 333 4 1 6 , 121 5-3/4 U14 WdUp, WdDn 333 46 16'11-3/4 U20 WdUp, WdDn 333 46 21'5-3/4 U26 WdUp, WdDn 333 310 24 1 5--3/4 U30 WdUp, WdDn HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",].4'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 -0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in Design length 864 # Minimum Shear 14.956 in Effective Depth 116 in4 Ix 78 in4 Minimum Ix 12.250 in Clear Depth L/ 615 Live Defi L/ 305 SJI Defl 387791 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left-end 21.750 in Right end 16 Web Vees 3957 # SJI reaction 3957 # SJI reaction Top Chord: 2-L L2x2x.145 A 1.118 Y = 0.554 Fy = 50000 Q = 0.904 Bridg < 155" Ix= 0.434 Iy= 1.273 Rx = 0.623 Ry = 1.067 Rz = 0.396 Center: L = 18.000 P = -25817 Pnx/)= -29394 M = 2337 2 Fillers Eighth: L = 18.000 P = -25209 Pnz/= -28080 No Fillers Tag end pani: L = 21.750 P = -8882 Pnx/c= -22360 M = 3497 No Filler First point: P = -8882 Pn/ = -30185 M = 2598 Bearing seats: Tag End L2x2x.125 Weld 2.13" Opposite End L2x2x.125 Weld 2.16" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix= 0.283 Iy= 0.902 Rx = 0.543 Ry = 0.969 Rz = 0.346 Center: L = 18.000 P = 25929 Pn/c = 28803 Chord shear: V = 4320 T = 10924 fv = 8631 ft = 11378 f = 10337 Weld Thick x Length .20x1.2 .20x0.3 .20x0.5 .20x0.6 .20x0.5 .18x0.6 .18x0.4 .18x0.6 .18x0.4 .18x0.6 .18x0.3 .18x0.6 .18x0.3 .18x0. 6 .18x0.3 .18x0.6 .18x0.3 .18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0.3 .18x0.6 .18x0.3 .18x0.6 18x0 .4 .18x0.6 .18x0.4 .18x0.6 .20x0.5 .20x0.6 .20x0.5 .20x0.3 .20x1.2 Available Weld (in) Top/Bottm Valley Joist West Page 91 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J77 1 - 16K4 x 27'11.500 Special Rod-web Parallel chord Shortspan Location Web Slope UO -Li W2 64.06 Ui -Li Vi 31.04 U2 -Li W3 31.04 U2 -L3 W4 31.04 U4 -L3 W5 31.04 U4 -L5 W6 31.04 U6 -L5 W7 31.04 U6 -L7 W8 31.04 U8 -L7 W9 31.04 U8 -L9 W10 31.04 U10 -L9 Wli 31.04 UiO -Lii W12 31.04 U12 -Lii W13 31.04 U12 -L13 W14 31.04 U14 -1,13 W15 31.04 U14 -1,15 W16 31.04 U16 -L15 W17 31.04 U16 -L17 W17 31.04 U18 -L17 W16 31.04 U18 -1,19 W15 31.04 U20 -L19 W14 31.04 U20 -L21 W13 31.04 U22 -1,21 W12 31.04 U22 -1,23 Wii 31.04 U24 -L23 W10 31.04 U24 -1,25 W9 31.04 U26 -L25 W8 31.04 U26 -1,27 W7 31.04 U28 -L27 W6 31.04 U28 -L29 W5 31.04 U30 -L29 W4 31.04 U30 -1,31 W3 31.04 U31 -1,31 Vi 31.04 U32 -L31 W2 64.06 Tensile Length Area R Shear Force Allow in Member in2 in lbs lbs lbs 34.19 1- R5: 3/4 ROD .442 b111 4320 9876 11928 17.46 i- R5: 3/4 ROD 0.442 0.188 0 0 13254 17.46 1- R5: 3/4 ROD 0.442 0.188 809 944 13254 17.46 1- R5: 3/4 ROD 0.442 0.188 3476 4057 13254 17.46 1- R5: 3/4 ROD 0.442 0.188 783 914 13254 17.46 1- R2: 5/8 ROD 0.307 0.156 2907 3393 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 558 651 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 2488 2903 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 532 621 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 1918 2239 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 307 358 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 1499 1749 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 281 328 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 1079 1260 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 256 298 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 864 1009 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 239 279 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 174 203 9204 17.46 1- R2:•5/8 ROD 0.307 0.156 864 1009 9204 17.46 i- R2: 5/8 ROD 0.307 0.156 121 141 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 978 1142 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 346 404 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 1548 1806 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 372 434 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 1967 2296 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 398 464 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 2387 2785 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 623 727 9204 17.46 1- R2: 5/8 ROD 0.307 0.156 2956 3450 9204 17.46 1- R5: 3/4 ROD 0.442 0.188 649 757 13254 17.46 1- R5; 3/4 ROD 0.442 0.188 3375 3939 13254 17.46 1- R5: 3/4 ROD 0.442 0.188 874 1020 13254 17.46 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 34.19 1- R5: 3/4 ROD 0.442 0.188 4369 9988 11928 Compressive Shear Force Allow lbs lbs lbs 834 1907 2470 1112 1298 7933 3878 4526 7933 781 911 4395 3459 4036 7933 555 648 4395 2889 3372 4395 530 618 4395 2470 2883 4395 304 355 4395 1901 2218 4395 279 325 4395 1481 1729 4395 253 295 4395 1062 1239 4395 220 257 4395 864 1009 4395 864 1009 4395 155 181 4395 961 1121 4395 118 138 .4395 1530 1786 4395 344 401 4395 1949 2275 4395 369 431 4395 2369 2765 4395 395 461 4395 2938 3429 4395 620 724 4395 3358 3919 7933 646 754 4395 3927 4583 7933 1112 1298 7933 899 2055 2470 Valley Joist West Page 92 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J78 1 - 16K4 x 27'11.500 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.750 Opp 5.000 2.500 32.750 Uniform TSJI load 250 #/ft full length Uniform Live load 139 #/ft full length Uniform Dead load 112 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft full length Uniform WdUp load 27 #/ft full length Uniform Dead load 70 #/ft full length Uniform TSJI load 70 #/ft full length TSJI 500# AddLoad on Top chord, 500# used for local bending. Dead 500# AddLoad on Top chord, 500# used for local bending. TC conc loads: Load Spacing Location Point Type 1500 411 41 113/4 U4 TSJI, Dead 1500 4 1 6 4'6 9'5 3/4 U10 TSJI, Dead 1500 4'6 13'11-3/4 U16 TSJI, Dead 1500 4'6 18 1 5-3/4 U22 TSJI, Dead 1500 4111-3/4 221 11-3/4 U28 TSJI, Dead HOLD CLEAR FOR 3" DRAG STRUT @ 4'-8",9'-4",14'-0",18'-8" &231 -4" end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 331.500 in. Design length 2043 # Minimum Shear 14.698 in Effective Depth 220 in4 Ix 78 in4 Minimum Ix 11.500 in Clear Depth L/1166 Live Defl L/ 241 SJI Defl 811297 in-#Moment 0.625 in Chord gap 0.318 in Camber 18.000 in Interior Panel 21.750 in Left end 21.750 in Right end 16 Web Vees 8674 # SJI reaction 8674 # SJI reaction Top Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Bridg < 186" Ix= 1.309 Iy= 3.602 Rx = 0.772 Ry = 1.281 Rz = 0.492 Center: L = 18.000 P = -54572 Pnz/ia= -62097 M = 1921 No Fillers Tag end pani: L = 21.750 P = -18413 Pnxk= -51212 M = 3128 No Filler First point: P = -18413 Pn/ = -59243 M = 2550 Bearing seats: Tag End L2x2x.125 Weld 4.56" Opposite End L2x2x.125 Weld 4.56" Bot Chord: 2-L L2x2x.250 A = 1.875 Y = 0.592 Fy = 50000 Q = 1.000 Ix= 0.695 Iy= 2.228 Rx = 0.609 Ry = 1.090 Rz = 0.391 Center: L = 18.000 P = 55196 Pn/C = 56250 Chord shear: V = 8615 T = 22569 fv = 8615 ft = 12037 f = 10509 Valley Joist West Page 93 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J78 1 -.16K4 x 27'11.500 Special Rod web Parallel-chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 64.45 34.08 1- L2x2x.200 0.760 0.393z 8615 19977 20520 0 0 16738 .19x3.6 7.2/ 6.2 Ui -Li Vi 31.48 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 1145 1342 12490 .21x0.3 U2 -Li W3 31.48 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 8036 9422 12490 .21xi.0 U2 -L3 W4 31.48 17.23 1- R7: 7/8 ROD, 0.601 0.219 7509 8805 18040 0 0 4477 .21xi.i U4 -L3 W5 31.48 17.23 1- R7: 7/8 ROD 0.601 0.219 0 0 18040 7496 8789 12490 .21xi.0 U4 -L5 W6 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 5469 6413 13254 0 0 4477 .20x0.8 U6 -L5 W7 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 5456 6397 8035 .20x0.8 U6 -L7 W8 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 4930 5780 13254 0 0 4477 .20x0.7 U8 -L7 W9 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4916 5764 8035 .20x0.7 U8 -L9 W10 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 4390 5147 13254 0 0 4477 .20x0.7 U10 -L9 Wil 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4376 5131 8035 .20x0.6 U10 -Lii W12 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 2350 2755 13254 0 0 4477 .20x0.6 U12 -Lii W13 31.48 17.23 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 2336 2739 8035 .20x0.4 U12 -L13 W14 31.48 17.23 1- R2: 5/8 ROD 0.307 0.156 2043 2396 9204 0 0 4477 .iBx0.6 U14 -L13 W15 31.48 17.23 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 2043 2396 4477 .18x0.3 U14 -L15 W16 31.48 17.23 1- R2: 5/8 ROD 0.307 0.156 2043 2396 9204 0 0 4477 .18x0.6 U16 -L15 W17 31.48 17.23 1- R2: 5/8 ROD 0.307 0.156 0 0 9204 2043 2396 4477 .18x0.3 Valley Joist West Page 94 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J80 1 - 16KCS5 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.000 Opp 5.000 2.500 26.125 HOLD CLEAR FOR 3" DRAG STRUAT @ 4'-1 1/4",8'-2 3/4",12'-4" 16'-5 1/2" & 20'-7" FTE OAL end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 24.000 in Left end 15.125 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 Bridg < 194" Ix= 1.406 Center: L = 18.000 Tag end panl: L = 24.000 First point: Opp end panl: L = 15.125 Last point: Bearing seats: Tag End Opposite End A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 P = -64091 Pnz/= -67426 M = 619 No Fillers P = -13134 Pnx/= -53864 M = 2056 No Filler P = -13134 Pn/ = -64125 M = 2488 P = -9602 Pnx/Q= -59834 M = 674 No Filler P = -9602 Pn/ = -64125 M = 1274 L2x2x.125 Weld 1.36" L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/C = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 110 -Ll W2L 66.17 36.07 1- R7: 7/8 ROD 0.601 0.219 5800 14358 16236 0 0 4111 .21x1.6 111 -Ll Vl 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5856 6883 8085 .20xO.8 U2 -Ll W3 31.70 17.13 17 R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 112 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 114 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .2Ox0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 116 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 08 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 08 -L9 W1O 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20xO.8 010 -L9 W11 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 010 -L11 W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 95 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J80 1 - 16KC55 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan Length Area R Location Web Slope in Member 1n2 in U12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U12 -L13 W14 31.70 17.13 1- RS: 3/4 ROD 0.442 0.188 U14 -L13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 014 -L15 W15 31.70 17.13 1- R5; 3/4 ROD 0.442 0.188 016 -L15 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 016 -L17 W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 018 -L17 W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U18 -1,19 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 020 -L19 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 020 -121 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 022 -1,21 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 022 -L23 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 024 -L23 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 024 -L25 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 026 -L25 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 026 -1,27 W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 027 -1,27 Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 028 -L27 W2R 58.87 28.18 1- R5: 3/4 ROD 0.442 0.188 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5841 6865 8085 .20x0.8 5800 11217 11928 0 0 3635 .20x1.3 Valley Joist West Page 96 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J81 2 - 16KC55 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.000 Opp 5.000 2.500 26.125 HOLD CLEAR FOR 3" DRAG STRUAT @ 4'-1 1/4",8'-2 3/4",12'-4" 16'-5 1/2" & 20'-7" FTE OAL end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 24.000 in Left end 15.125 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/= -67426 M = 619 No Fillers Tag end panl: L = 24.000 p = -13134 Pnx/c2= -53864 M = 2056 No Filler First point: P = -13134 Pn/ = -64125 M = 2488 Opp end panl: L = 15.125 P = -9602 Pnx/= -59834 M = 674 No Filler Last point: P = -9602 Pn/c = -64125 M = 1274 Bearing seats: Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/) = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow The Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2L 66.17 36.07 1- R7: 7/8 ROD 0.601 0.219 5800 14358 16236 0 0 4111 .21x1.6 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5856 6883 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -L9 W11 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 97 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J81 2 - 16KC55 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan Length Area R Location Web Slope in Member in2 in 1)12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U12 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U14 -L13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)14 -L15 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)16 -1,15 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)16 -L17 W13 31.70 17.13 1- R5; 3/4 ROD 0.442 0.188 1)18 -1,17 W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)18 -1,19 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)20 -L19 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)20 -L21 W9 31.70 17.13 1- RS: 3/4 ROD 0.442 0.188 U22 -L21 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)22 -1,23 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)24 -1,23 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)24 -L25 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)26 -L25 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)26 -L27 W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 1)27 -1,27 Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U28 -1,27 W2R 58.87 28.18 1- RS: 3/4 ROD 0.442 0.188 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20xO.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20xO.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 584.1 6865 8085 .20x0.8 5800 11217 11928 0 0 3635 .20xl.3 Valley Joist West Page 98 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T83 1 - 16KCS5 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Y 2 0' 4.250 30.563 Opp 5.000 2.500 30.563 end loads: TSJI NtUp Dead Live Equk WdUp WdDn 3Lod Left TCaxial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Def 1 L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 19.563 in Left end 19.563 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx I = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/Q= -67426 M = 619 No Fillers Tag end panl: L = 19.563 P = -11368 Pnx/c= -57110 M = 1308 No Filler First point: P = -11368 Pn/ = -64125 M = 1769 Bearing seats: Tag End Opposite End L2x2x.125 Weld 1.36" L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/Q = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 62.97 32.07 1- R7: 7/8 ROD 0.601 0.219 5800 12762 16236 0 0 5203 .21x1.4 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5848 6874 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .200.8 010 -L9 W1i 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 .13254 5800 6817 8085 .20x0.8 010 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 012 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 012 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 014 -1.13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 99 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J84 2 - 16KCS5 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 30.563 Opp 5.000 2.500 30.563 end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 500 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 1n4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Def 1 L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 19.563 in Left end 19.563 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/= -67426 N = 619 No Fillers Tag end panl: L = 19.563 P = -11368 Pnx/ci= -57110 M = 1308 No Filler First point: P = -11368 Pn/Q = -64125 N = 1769 Bearing seats: Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/r2 = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 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 UO -Li W2 62.97 32.07 1- R7: 7/8 ROD 0.601 0.219 5800 12762 16236 0 0 5203 .21x1.4 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5848 6874 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 68i7 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 68i7 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 68i7 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 68i7 8085 .20x0.8 U6 -L7 We 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -L9 Wii 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 UiO -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -1,13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 100 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J86 3 - 18K6 x 24' 7.125 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext . BCX Holdback Pitch EP/#1L Tag 5.000 2.500 37.563 Opp 5.000 2.500 37.563 Uniform TSJI load 451 #Ift full length Uniform Live load 320 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #Ift full length Uniform WdDn load 35 #/ft from 161 4" to 24 1 7-1/8" Uniform .WdUp load 27 #/ft from 161 4" to 24 1 7-1/8" TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. end loads: TSJI NtUp Dead Live Eqç WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 .0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 18.000 in Deep 291.125 in Design length 1367 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defi L/ 371 SJI Defl 434266 in-#Moment 0.625 in Chord gap 0.245 in Camber 20.000 in Interior Panel 25.563 in Left end 25.563 in Right end 12 Web Vees 5967 # SJI reaction 5967 # SJI reaction Top Chord: 2-L L2x2x.187 A = 1.426 Y = 0.569 Fy = 50000 Q = 1.000 Bridg < 156" Ix= 0.544 Iy= 1.652 Rx = 0.617 Ry = 1.076 Rz = 0.394 Center: L = 20.000 P = -25403 Pnz/Q= -38476 M = 626 No Fillers Tag end panl: L = 25.563 P = -11439 Pnx/Q= -28295 M = 1900 No Filler First point:. P = -11439 Pn/Q = -38504 M = 2334 Bearing seats: Tag End L2x2x.125 Weld 2.95" Opposite End L2x2x.125 Weld 2.95" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Fy = 50000 Q = 0.953 Ix= 0.283 Iy= 0.902 Rx = 0.543 Ry = 0.969 Rz = 0.346 Center: L = 20.000 P = 25635 Pn/ = . 28803 Chord shear: V = 5426 T = 13536 fv = 10840 ft = 14099 f = 12931 Valley Joist West Page 101 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J86 3 - 18K6 x 24' 7.125 Special Rod web Parallel chord Shortpan Length Area R Location Web Slope in Member in2 in 00 -Li W2 64.53 39.39 1- R7: 7/8 ROD 0.601 0.219 Ui -Li Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 02 -Li W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 02 -L3 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 U4 -L3 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 U4 -L5 W6 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 U6 -L5 W7 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 06 -L7 W8 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 08 -L7 W9 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 08 -L9 W10 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 UiO -L9 Wii 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 UiO -Lii W12 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 (112 -Lii W13 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 U12 -L13 W13 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 U14 -L13 W12 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 U14 -L15 Wil 30.55 19.67 i- R2: 5/8 ROD 0.307 0.156 016 -1,15 WiO 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 016 -1,17 W9 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 U18 -1,17 W8 30.55 19.67 1- R2; 5/8 ROD 0.307 0.156 (118 -L19 W7 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 U20 -L19 W6 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 020 -1,21 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 U22 -1,21 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 U22 -1,23 W3 30.55 19.67 i- R5: 3/4 ROD 0.442 0.188 U23 -L23 Vi 30.55 19.67 i- R5: 3/4 ROD 0.442 0.188 024 -L23 W2 64.53 39.39 i- R7: 7/8 ROD 0.601 0.219 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 5426 12616 16236 124 288 3448 .21xi.4 O 0 13254 1405 1631 6906 .20x0.2 143 166 13254 4553 5287 6906 .20x0.6 3785 4395 13254 138 160 3600 .20x0.6 148 172 13254 3767 4375 6906 .20x0.5 2999 3483 9204 143 166 3600 .18x0.6 153 178 9204 2982 3463 3600 .18x0.4 2214 2571 9204 148 172 3600 .18x0.6 159 184 9204 2196 2551 3600 .18x0.3 1428 1658 9204 154 178 3600 .18x0.6 164 190 9204 1411 1639 3600 .i8x0.2 1367 1587 9204 202 234 3600 .18x0.6 219 254 9204 1367 1587 3600 .18x0.2 175 203 9204 1367 1587 3600 .18x0.2 1367 1587 9204 158, 183 3600 .18x0.6 120 140 9204 1411 1639 3600 .18x0.2 1428 1658 9204 hO 128 3600 .18x0.6 117 136 9204 2196 2551 3600 .18x0.3 2214 2571 9204 107 124 3600 .18x0.6 139 161 9204 2982 3463 3600 .18x0.4 2999 3483 9204 128 149 3600 .i8x0.6 160 186 13254 3767 4375 6906 .20x0.5 3785 4395 13254 150 174 3600 .20x0.6 182 212 13254 4553 5287 6906 .20x0.6 0 0 13254 1405 1631 6906 .20x0.2 5426 12616 16236 194 451 3448 .21x1.4 Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 20.000 P = 26405 Pn/c = 28803 Chord shear: V = 5637 T = 12384 fv = 11263 Fy = 50000 Q = 0.953 Ry = 0.969 Rz = 0.346 ft = 12898 f = 12979 Valley Joist West Page 102 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J89 2 - 18K6 x 24' 7.125 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 32.000 Opp 5.000 2.500 43.125 Uniform TSJI load 451 #/ft full length Uniform Live load 320 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft from 16'4" to 241 7-1/8" Uniform WdUp load 27 #/ft from 161 4" to 241 7-1/8" TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at,panel points. WdUp 333# AddLoad on Top chord at panel points. WdDn 333# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 400 18 1 6 61 11/8 18 1 6 U20 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.3 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.3 0.0 Kips 18.000 in Deep 291.125 in Design length 1417 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defi L/ 357 SJI Defi 4473.13 in-#Moment 0.625 in Chord gap 0.245 in Camber 20.000 in Interior Panel 20.000 in Left end 31.125 in Right end 12 Web Vees 6064 # SJI reaction 6269 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end pani: L = 20.000 First point: Opp end panl: L = 31.125 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -26365 Pnz/= -38476 P = -10291 Pnx/= -31886 P = -10291 Pn/ = -38504 P = -13628 Pnx/(= -24386 P = -13628 Pn/( = -38504 Fy = 50000 Ry = 1.076 M = 627 M = 1084 M = 1587 M = 2863 M = 3369 Q = 1.000 Rz = 0.394 No Fillers No Filler No Filler Bearing seats: Tag End Opposite End L2x2x.125 Weld 3.00" L2x2x.125 Weld 3.11" Valley Joist West Page 103 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J89 2 - 18K6 x 24' 7.125 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -L1 W2L 60.55 34.45 1- R5: 3/4 ROD 0.442 0.188 5637 11465 11928 67 137 2433 .20x1.4 01 -Ll Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1379 1602 6906 .20x0.2 U2 -Ll W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 62 72 13254 4869 5654 6906 .20x0.7 U2 -L3 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 4101 4762 13254 50 58 3600 .20x0.6 04 -L3 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 54 62 13254 4084 4742 6906 .20x0.6 04 -L5 W6 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3315 3850 13254 42 49 3600 .20x0.6 06 -L5 W7 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 45 53 13254 3298 3830 6906 .20x0.5 06 -L7 W8 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 2530 2938 13254 33 39 3600 .20x0.6 08 -L7 W9 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 37 43 13254 2513 2918 6906 .20x0.4 08 -L9 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1744 2026 9204 25 29 3600 .18x0.6 010 -L9 Wll 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 28 33 9204 1727 2006 3600 .18xO.3 U10 -Lil W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1417 1645 9204 16 19 3600 .18x0.6 U12 -Lil W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 20 23 9204 1417 1645 3600 .18x0.2 U12 -1,13 W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1417 1645 9204 346 401 3600 .18x0.6 U14 -L13 W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 368 427 9204 1417 1645 3600 .18x0.2 014 -1,15 Wil 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 113 131 9204 1417 1645 3600 .18x0.2 016 -L15 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1417 1645 9204 103 119 3600 .18x0.6 016 -L17 W9 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 106 123 13254 1880 2183 6906 .20x0.3 018 -L17 WS 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 1897 2203 13254 102 119 3600 .20xO.6 018 -1,19 W7 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 136 158 13254 2666 3096 6906 .20x0.4 020 -L19 W6 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 2683 3116 13254 132 154 3600 .20x0.6 020 -1,21 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 3851 4472 6906 .20x0.5 U22 -L21 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3868 4492 13254 0 0 3600 .20x0.6 U22 -L23 W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4637 5384 6906 .20xO.6 023 -L23 Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1618 1879 6906 .20x0.2 U24 -L23 W2R 67.61 44.48 1- R7: 7/8 ROD 0.601 0.219 5614 14739 16236 7 17 2704 .21x1.6 Valley Joist West Page 104 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T91 1 - 18K6 x 24' 7.125 Special Rod web Parallel chord Shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 Y 2 0' 4.750 32.000 Opp 5.000 2.500 43.125 Uniform TSJI load 451 #/ft full length Uniform Live load 320 #/ft full length Uniform Dead load 131 #/ft full length Uniform WdDn load 90 #/ft full length Uniform WdUp load 146 #/ft full length Uniform WdDn load 35 #/ft from 161 4" to 241 7-1/8" Uniform WdUp load 27 #/ft from 161 4" to 24'7-1/8" TSJI 500# AddLoad on Top chord at panel points. Dead 500# AddLoad on Top chord at panel points. WdUp 333# AddLoad on Top chord at panel points. WdDn 333# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 400 6J11/8 8 1 6 181 6 U20 TSJI, Dead end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.3 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.3 0.3 0.0 Kips 18.000 in Deep 291.125 in Design length 1417 # Minimum Shear 16.941 in Effective Depth 165 in4 Ix 122 in4 Minimum Ix 14.250 in Clear Depth L/ 560 Live Defi L/ 357 SJI Defl 447313 in-#Moment 0.625 in Chord gap 0.245 in Camber 20.000 in Interior Panel 20.000 in Left end 31.125 in Right end 12 Web Vees 6064 # SJI reaction 6269 # SJI reaction Top Chord: 2-L L2x2x.187 Bridg < 156" Ix= 0.544 Center: L = 20.000 Tag end pani: L = 20.000 First point: Opp end panl: L = 31.125 Last point: A = 1.426 Y = 0.569 Iy= 1.652 Rx = 0.617 P = -26365 Pnz/= -38476 P = -10291 Pnx/Q= -31886 P = -10291 Pn/2 = -38504 P = -13628 Pnx/(= -24386 P = -13628 Pn/a = -38504 Fy = 50000 Ry = 1.076 M = 627 M = 1084 M = 1587 M = 2863 M = 3369 Q = 1.000 Rz = 0.394 No Fillers No Filler No Filler Bearing seats: Tag End L2x2x.125 Weld 3.00" Opposite End L2x2x.125 Weld 3.11" Bot Chord: 2-LL1-3/4x.143 A = 0.960 Y = 0.490 Ix= 0.283 Iy= 0.902 Rx = 0.543 Center: L = 20.000 P = 26405 Pn/a = 28803 Chord shear: V = 5637 T = 12384 fv = 11263 Fy = 50000 Q = 0.953 Ry=0.969 Rz=0.346 ft = 12898 f = 12979 Valley Joist West Page 105 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. *T91 1 - 18K6 x 24' 7.125 Special Rod web Parallel chord Shortspan Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2L 60.55 34.45 1- R5: 3/4 ROD 0.442 0.188 5637 11465 11928 67 137 2433 .20x1.4 Ui -Li Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1379 1602 6906 .20x0.2 02 -Li W3 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 62 72 13254 4869 5654 6906 :20x0.7 02 -L3 W4 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 4101 4762 13254 50 58 3600 .20x0.6 04 -L3 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 54 62 13254 4084 4742 6906 .20x0.6 04 -L5 W6 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3315 3850 13254 42 49 3600 .20x0.6 U6 -L5 W7 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 45 53 13254 3298 3830 6906 .20x0.5 U6 -L7 W8 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 2530 2938 13254 33 39 3600 .20x0.6 08 -L7 149 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 37 43 13254 2513 2918 6906 .20x0.4 1)8 -L9 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1744 2026 9204 25 29 3600 .18x0.6 010 -L9 Wii 30.55 19.67 1- R2: 5/8 ROD. 0.307 0.156 28 33 9204 1727 2006 3600 .18x0.3 010 -Lii 1412 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1417 1645 9204 16 19 3600 .18x0.6 012 -Lii W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 20 23 9204 1417 1645 3600 .18x0.2 012 -1,13 W13 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1417 1645 9204 346 401 3600 .18x0.6 014 -1,13 W12 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 368 427 9204 1417 1645 3600 .18x0.2 014 -L15 Wii 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 113 131 9204 1417 1645 3600 .18x0.2 016 -L15 W10 30.55 19.67 1- R2: 5/8 ROD 0.307 0.156 1417 1645 9204 103 119 3600 .18x0.6 016 -1,17 149 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 106 123 13254 1880 2183 6906 .20x0.3 018 -1,17 148 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 1897 2203 13254 102 119 3600 .20x0.6 018 -L19 147 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 136 158 13254 2666 3096 6906 .20x0.4 020 -L19 146 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 2683 3116 13254 132 154 3600 .20x0.6 020 -L21 W5 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 3851 4472 6906 .20x0.5 U22 -1,21 144 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 3868 4492 13254 0 0 3600 .20x0.6 022 -1,23 143 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 4637 5384 6906 .20x0.6 023 -1,23 Vi 30.55 19.67 1- R5: 3/4 ROD 0.442 0.188 0 0 13254 1618 1879 6906 .20x0.2 024 -1,23 W2R 67.61 44.48 1- R7: 7/8 ROD 0.601 0.219 5614 14739 16236 7 17 2704 .21x1.6 Valley Joist West Page 106 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J92 4 - 16KC55 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP / #1 L Tag 5.000 2.500 30.563 Opp 5.000 2.500 30.563 end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defi 934000 in-#Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 19.563 in Left end 19.563 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 0 = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/Q= -67426 M = 619 No Fillers Tag end pani: L = 19.563 P = -11368 Pnx/c= -57110 M = 1308 No Filler First point: P = -11368 Pn/ = -64125 M = 1769 Bearing seats: Tag End Opposite End L2x2x.125 Weld 1.36" L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 0 = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/a = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Ll W2 62.97 32.07 1- R7: 7/8 ROD 0.601 0.219 5800 12762 16236 0 0 5203 .21x1.4 Ul -Ll Vl 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5848 6874 8085 .20x0.8 U2 -L1 W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 WS 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 . 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 UlO -L9 W11 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 UlO -tll W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -Ll1 W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U12 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U14 -1,13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 107 V2.2.1.0 Job #7F0.307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J96 2 - 16KCS5 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 35.000 Opp 5.000 2.500 26.125 HOLD CLEAR FOR 3" DRAG STRUAT @ 4'-1 1/4",8'-2 3/4",12'-4" 16'-5 1/2' &20'-7" FTE OAL end loads: TSJI NttJp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 934000 in-#Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 24.000 in Left end 15.125 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y .= 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/(= -67426 M = 619 No Fillers Tag end pani: L = 24.000 P = -13134 Pnx/= -53864 M = 2056 No Filler First point: P = -13134 Pn/ = -64125 M = 2488 Opp end panl: L = 15.125 P = -9602 Pnx/C= -59834 M = 674 No Filler Last point: P = -9602 Pn/C = -64125 M = 1274 Bearing seats: Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/c = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2L 66.17 36.07 1- R7: 7/8 ROD 0.601 0.219 5800 14358 16236 0 0 4111 .21x1.6 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5856 6883 8085 .20x0.8 U2 -Li W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L5 146 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U6 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -L9 1411 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 Valley Joist West Page 108 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J96 2 - 16KCS5 x 24' 7;125 Special Rod web Parallel chord Constant shear shortspan Length Area R Location Web Slope in Member in2 in U12 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U12 -1,13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U14 -L13 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U14 -1,15 W15 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U16 -L15 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U16 -Lu W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U18 -1,17 W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U18 -1,19 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U20 -L19 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U20 -L21 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U22 -1,21 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U22 -1,23 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U24 -1,23 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U24 -1,25 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U26 -1,25 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U26 -L27 W3 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U27 -L27 Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 U28 -L27 W2R 58.87 28.18 1- R5: 3/4 ROD 0.442 0.188 Tensile Compressive Weld Available Shear Force Allow Shear Force Allow Thick x Weld (in) lbs lbs lbs lbs lbs lbs Length Top/Bottm 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5800 6817 8085 .20x0.8 5800 6817 13254 5841 6865 8085 .20x0.8 5800 11217 11928 0 0 3635 .20x1.3 Valley Joist West Page 109 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. J98 1 - 16KCS5 x 24' 7.125 Special Rod web Parallel chord Constant shear shortspan End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 5.000 2.500 30.563 Opp 5.000 2.500 30.563 HOLD CLEAR FOR 3" DRAG STRUAT @ 4'-1 1/4",8'-2 3/4",12'-4" 16'-5 1/2" & 20'-7" FTE OAL end loads: TSJI NtUp Dead Live Egç WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 3.6 0.0 0.0 0.0 Kips 16.000 in Deep 291.125 in Design length 5800 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 245 in4 Minimum Ix 11.000 in Clear Depth L/ 0 Live Defl L/ 0 SJI Defl 934000 in-Moment 0.750 in Chord gap 0.245 in Camber 18.000 in Interior Panel 19.563 in Left end 19.563 in Right end 14 Web Vees 5800 # SJI reaction 5800 # SJI reaction Top Chord: 2-LL2-1/2x.250 A = 2.375 Y = 0.717 Fy = 50000 Q = 1.000 Bridg < 194" Ix= 1.406 Iy= 4.239 Rx = 0.769 Ry = 1.336 Rz = 0.491 Center: L = 18.000 P = -64091 Pnz/= -67426 M = 619 No Fillers Tag end panl: L = 19.563 P = -11368 Pnx/= -57110 M = 1308 No Filler First point: P = -11368 Pn/c = -64125 M = 1769 Bearing seats: Tag End L2x2x.125 Weld 1.36" Opposite End L2x2x.125 Weld 1.36" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 3.891 Rx = 0.772 Ry = 1.332 Rz = 0.492 Center: L = 18.000 P = 64091 Pn/Q = 65826 Chord shear: V = 5800 T = 64091 fv = 5043 ft = 29209 f = 15451 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2 62.97 32.07 1- R7: 7/8 ROD 0.601 0.219 5800 12762 16236 0 0 5203 .21x1.4 Ui -Li Vi 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5848 6874 8085 .20x0.8 U2 -Li W3 31.7.0 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U2 -L3 W4 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U4 -L3 W5 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 04 -L5 W6 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20xO.8 06 -L5 W7 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 06 -L7 W8 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 08 -L7 W9 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20xO.8 U8 -L9 W10 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -L9 Wil 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 U10 -Lii W12 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 012 -Lii W13 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 012 -L13 W14 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 6817 8085 .20x0.8 014 -1,13 WiS 31.70 17.13 1- R5: 3/4 ROD 0.442 0.188 5800 6817 13254 5800 .6817 8085 .20x0.8 Valley Joist West Page 110 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. Gi 1 - 48G8N6.OK/3.0 x 45' 4.250 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 7.500 Y E 0' 2.000 2 0' 5.000 75.500 Opp 6.000 7.500 Y 2 0' 4.750 66.750 TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 6000 613-1/2 61 31/2 U2 TSJI 3000 o,o 6'3-1/2 132 Dead, Live 4800 0'O 61 3-1/2 132 WdUp 3500 o,o 61 3-1/2 132 WdDn 6000 517 111 10-1/2 134 TSJI 3000 010 11 1 10-1/2 134 Dead, Live 4800 0'O 11 1 10-1/2 134 WdUp 3500 oo 11 1 10-1/2 134 WdDn 6000 5 1 7 o,o 171 51/2 U6 TSJI 3000 17'5-1/2 136 Dead, Live 4100 0'O 17 1 5-1/2 136 WdUp 2500 0'O 17 1 5-1/2 136 WdDn 6000 517 231 0-1/2 138 TSJI 3000 o'o 231 0-1/2 138 Dead, Live o'o 231 0-1/2 WdUp4100 138 2500 01 0 23'0-1/2 138 WdDn 6000 517 281 7-1/2 1310 TSJI 3000 010 281 7-1/2 1310 Dead, Live 4100 0'O 281 7-1/2 1310 WdUp 2500 0'O28'7-1/2 1310. WdDn 6000 5,734'2-1/2 1312 TSJI 3000 oo 34'2-1/2 1312 Dead, Live 4100 010 341 2-1/2 1312 WdUp 2500 0'O34'2-1/2 1312 WdDn 6000 517 391 9-1/2 1314 TSJI 3000 010 39'9-1/2 1314 Dead, Live 4100 0'O 010 39'9-1/2 1314 WdUp 2500 516-3/4 391 9-1/2 1314 WdDn SEE TC HOLE SHEET KNIFE PLATE TE end loads: TSJI NttJp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 0 Valley Joist West Page 111 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G1 1 - 48G8N6.OK/3.0 x 45' 4.250 Special Crimped angle Parallel chord Girder 48.000 in Deep 540.250 in Design length 5250 # Minimum Shear 46.304 in Effective Depth 3259 in4 Ix 0 in4 Minimum Ix 42.000 in Clear Depth L/1044 Live Defl L/ 505 SJI Defl 3645230 in-#Moment 1.000 in Chord gap 0.845 in Camber 67.000 in Interior Panel 35.750 in Left end 31.375 in Right end 8 Web Vees 21660 # SJI reaction 22340 # SJI reaction Top Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L = 33.500 P = -76775 Pnx/= -87623 M= 0 2 Fillers Sixth: L = 33.500 P = -67996 Pnz/C= -76215 No Fillers Chord shear: V = 23537 C = 51541 fv = 13960 fc = 16036 f = 16099 Bearing seats: Tag End LLV7x4x3/8 Weld 5.43" Opposite End LLV7x4x3/8 Weld 5.48" Bot Chord: 2-L L3x3x.250 A = 2.875 Y = 0.842 Fy = 50000 Q = 0.961 Ix= 2.488 Iy= 7.669 Rx = 0.930 Ry = 1.633 Rz = 0.592 Center: L = 67.000 P = 78724 Pn/c2 = 86250 Chord shear: V = 23578 T = 37361 fv = 15719 ft = 12995 f = 17009 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2 47.76 68.88 2- L2i2x.156 1.199 0.622x 23578 35077 35980 5895 8769 14535 .16x7.6 7.7/ 7.7 Ui -Li Vi 18.23 48.75 i- Li-/2x.109 0.315 0.297z 0 0 9454 1000 1053 1763 .lix0.3 3.5/ 3.7 02 -Li W31, 25.92 51.48 2- L2x2x.200 1.520 0.616x 5884 6542 45600 23537 26168 27345 .19x4.7 6.9/ 6.9 U2 -L3 W4 35.88 57.15 1- L2x2x.200 0.760 0.393z 16650 20550 22800 4162 5138 5417 .19x3.7 4.3/ 4.6 i/ 03 -L3 V2 0.00 46.30 1- Li-4x.109 0.261 0.247z 0 0 7819 1031 1031 1113 .lix0.3 3.3/ 3.3 04 -L3 W5 35.88 57.15 2- L2x2x.176 1.346 0.619x 4147 5118 40381 16588 20474 21488 .18x3.9 7.1/ 7.1 04 -L5 W6 35.88 57.15 1- L2x2x.125 0.484 0.398z 9701 11973 14531 2425 2993 3530 .13x3.2 4.3/ 4.6 05 -L5 V3 0.00 46.30 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1360 1360 1955 .iix0.4 3.5/ 3.5 06 -L5 W7L 35.88 57.15 2- Li-3/4x.143 0.960 0.543x 2410 2974 28803 9639 11897 12690 .14x2.8 7.0/ 7.0 06 -L7 W8 35.88 57.15 1- Li-3/4x.125 0.422 0.347z 5250 6480 12656 1313 1620 2340 .13xi.7 4.0/ 4.4 07 -L7 V3 0.00 46.30 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1536 1536 1955 .lix0.5 3.5/ 3.5 08 -L7 W9 35.88 57.15 2- L1-1/2x.125 0.719 0.465x 1313 1620 21563 5250 6480 7171 .13xl.7 6.9/ 6.9 08 -L9 W9 35.88 57.15 2- Li-1/2x.125 0.719 0.465x 1313 1620 21563 5250 6480 7171 .13xl.7 6.9/ 6.9 09 -L9 13 0.00 46.30 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1519 1519 1955 .11x0.5 3.5/ 3.5 010 -L9 W8 35.88 57.15 1- L1-3/4x125 0.422 0.347z 5250 6480 12656 1313 1620 2340 .13xi.7 4.0/ 4.4 010 -Lii W7R 35.88 57.15 2- L2x2x.125 0.969 0.626x 2684 3312 29063 10734 13249 14588 .13x3.6 7.1/ 7.1 Oil -Lii V3 0.00 46.30 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1313 1313 1955 .lixO.4 3.5/ 3.5 012 -Lii W6 35.88 57.15 1- L2x2x.125 0.484 0.398z 10796 13325 14531 2699 3331 3530 .13x3.6 4.3/ 4.6 012 -1,13 W5 35.88 57.15 2- L2x2x.176 1.346 0.619x 4308 5318 40381 17233 21271 21488 .18x4.1 7.1/ 7.1 013 -L13 V2 0.00 46.30 1- L1-1/4x.109 0.261 0.247z 0 0 7819 1000 1000 1113 .11x0.3 3.3/ 3.3 U14 -1,13 W4 35.88 57.15 1- L2x2x.200 0.760 0.393z 17295 21347 22800 4324 5337 5417 .19x3.8 4.3/ 4.6 U14 -L15 W3R 16.54 48.30 2- L2x2x.176 1.346 0.619x 5933 6189 40381 23732 24757 25590 .18x4.7 7.0/ 7.0 015 -L15 V4 22.97 50.29 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1000 1086 1657 .lix0.3 3.5/ 3.7 016 -1,15 W2 47.76 68.88 2- L2x2x.156 1.199 0.622x 23758 35343 35980 5939 8836 14535 .16x7.6 7.7/ 7.7 Valley Joist West Page 112 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G2 4 - 48G8N8.5K/4.3 x 43' 0.500 Special Crimped angle Parallel chord Girder End Length Depth Tag 6.000 7.500 Opp 6.000 7.500 TC conc loads: Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Y 2 0' 4.750 65.250 Y 2 0' 4.250 46.250 Load Spacing Location Point Type 8500 515-1/4 51 5-1/4 U2 TSJI 4200 0'O 51 5-1/4 U2 Dead 4300 o,o 51 5-1/4 U2 Live 4100 0'O 51 5-1/4 U2 WdUp 2500 oo 5'7-1/2 5'5-1/4 U2 WdDn 8500 11'0 3/4 U4 TSJI 4200 o,o 111 0-3/4 U4 Dead 4300 010 111 0-3/4 134 Live 4100 oo 111 0-3/4 134 WdUp 2500 010 5'7-1/2 11'0-3/4 134 WdDn 8500 o,o ].6'81/4 136 TSJI 4200 0'O 16'8-1/4 136 Dead 4300 16 1 8-1/4 136 Live 4100 o,o 161 8-1/4 136 WdUp 2500 0'O 5'7-1/2 161 8-1/4 136 WdDn 8500 221 33/4 138 TSJI 4200 o,o 221 3-3/4 138 Dead 4300 010 22'3-3/4 138 Live 4100 010 221 3-3/4 138 WdUp 2500 010 5'7-1/2 221 3-3/4 138 WdDn 8500 271 11-1/4 1310 TSJI 4200 010 271 11-1/4 1310 Dead 4300 oo 271 11-1/4 1310 Live 0'O WdUp4100 271 11-1/4 1310 2500 01 0 271 11-1/4 1310 WdDn 8500 5'7-1/2 331 6-3/4 1312 TSJI 4200 o,o 331 6-3/4 1312 Dead 4300 0'O 331 6-3/4 1312 Live 4100 0'O 33'6-3/4 012 WdUp 2500 o,o 5'7-1/2 331 6-3/4 012 WdDn 8500 oo 391 2-1/4 014 TSJI 4200 391 2-1/4 014 Dead Valley Joist West Page 113 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G2 4 - 48G8N8.5K/4.3 x 43' 0.500 Special Crimped angle Parallel chord Girder 4300 0'O 391 2-1/4 U14 Live 4100 010 391 2-1/4 U14 WdUp 2500 oo 391 2-1/4 U14 WdDn 3'10-1/4 SEE TC HOLE SHEET end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 48.000 in Deep 46.281 in Effective Depth 42.000 in Clear Depth 4194992 in-Moment 67.500 in Interior Panel 8 Web Vees NtUp Dead Live Eguk WdUp WdDn 3Lod 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 512.500 in Design length 7438 # Minimum Shear 3624 in4 Ix 0 in4 Minimum Ix L/ 943 Live Defi L/ 477 SJI Defi 1.000 in Chord gap 0.760 in Camber 30.625 in Left end 21.125 in Right end 28647 # SJI reaction 30853 # SJI reaction Top Chord: 2-L L3x3x.313 A = 3.560 Y = 0.865 Fy = 50000 Q = 1.000 Ix= 3.024 Iy= 9.659 Rx = 0.922 Ry = 1.647 Rz = 0.589 Center: L = 33.750 P = -88423 Pnx/2= -96827 M = 0 4 Fillers Sixth: L = 33.750 P = -78999 Pnz/a= -84017 No Fillers Chord shear: V = 28816 C = 58746 fv = 15344 fc = 16501 f = 17421 Bearing seats: Tag End LLV7x4x3/8 Weld 6.20" Opposite End LLV7x4x3/8 Weld 6.68" Bot Chord: 2-L L3x3x.281 A = 3.214 Y = 0.854 Fy = 50000 Q = 1.000 Ix= 2.756 Iy= 8.645 Rx = 0.926 Ry = 1.640 Rz = 0.591 Center: L = 67.500 P = 90642 Pn/a = 96422 Chord shear: V = 28816 T = 39381 fv = 17091 ft = 12253 f = 18156 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2L 44.83 65.25 2- L2x2x.187 1.426 0.617x 28816 40628 42782 7204 10157 18903 .19x7.3 7.4/ 7.4 Ui -Li Vi 18.38 48.77 1- L1-1/4x.109 0.261 0.247z 0 0 7819 694 732 i003 .11x0.2 3.3/ 3.4 U2 -L1 W3L 20.44 49.39 2- L2x2x.232 1.748 0.61 Ix 7204 7688 52451 28816 30752 32541 .i9x5.5 6.9/ 6.9 U2 -L3 W4L 36.10 57.28 2- L1-3/4x.125 0.844 0.546x 20266 25082 25313 5066 6270 11024 .13x6.8 6.9/ 6.9 U3 -L3 V2 0.00 46.28 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1175 1175 1956 .11 0. 3.5/ 3.5 U4 -L3 W5L 36.10 57.28 2- L2x2x.216 1.635 0.613x 5066 6270 49041 20266 25082 25922 .19x4.5 7.0/ 7.0 U4 -L5 W6L 36.10 57.28 1- L2x2x.145 0.559 0.396z 11716 14500 16769 2929 3625 4028 .14x3.4 4.3/ 4.6 U5 -L5 V2 0.00 46.28 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1580 1580 i956 .11x0.5 3.5/ 3.5 U6 -L5 W7L 36.10 57.28 2- L2x2x.125 0.969 0.626x 2929 3625 29063 11716 14500 14555 .130.9 7.0/ 7.0 U6 -L7 W8 36.10 57.28 1- Li-3/4x.125 0.422 0.347z 7437 9205 12656 1859 2301 2329 .13x2.5 4.0/ 4.4 U7 -L7 V2 0.00 46.28 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1768 1768 1956 .lix0.5 3.5/ 3.5 UB -L7 w9 36.10 57.28 2- L1-3/4x.125 0.844 0.546x 1859 2301 25313 7437 9205 11024 .13x2.5 6.9/ 6.9 U8 -L9 W9 36.10 57.28 2- L1-3/4x.125 0.844 0.546x 1859 2301 25313 7437 9205 11024 .13x2.5 6.9/ 6.9 U9 -L9 V2 0.00 46.28 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1740 1740 1956 .11x0.5 3.5/ 3.5 U10 -L9 W8 36.10 57.28 1- L1-3/4x.125 0.422 0.347z 7437 9205 12656 1859 2301 2329 .13x2.5 4.0/ 4.4 U10 -Lii W7R 36 10 57.28 2- L2x2x.145 i.1i8 0.623x 3484 4311 33539 13934 17246 17350 .14x4.0 7.0/ 7.0 Ull -Lii V2 0.00 46.28 1- L1-1/2x.109 0.315 0.297z 0 0 9454 1496 1496 1956 .ilx0.5 3.5/ 3.5 U12 -Lii W6R 36.10 57.28 1- L2x2x.163 0.625 0.395z 13934 17246 18763 3484 4311 4482 .16x3.6 4.3/ 4.6 U12 -L13 W5R 36.10 57.28 2- L2-1/2x.188 1.809 0.778x 5621 6957 54279 22484 27828 34677 .19x5.0 7.2/ 7.2 U13 -1,13 V3 0.00 46.28 1- Li-1/4x.109 0.261 0.247z 0 0 7819 1034 1034 1114 .ilx0.3 3.3/ 3.3 U14 -1,13 114R 36.10 57.28 2- L1-3/4x.143 0.960 0.543x 22484 27828 .28803 5621 6957 12646 .14x6.6 6.9/ 6.9 U14 -L15 W3R 18.24 48.73 2- L2x2x.232 1.748 0.611x 7759 8169 52451 31034 32676 32958 .19x5.9 6.9/ 6.9 U15 -L15 V4 9.66 46.95 1- Li-1/4x.109 0.261 0.247z 0 0 7819 564 572 1083 .ilx0.2 3.3/ 3.3 U16 -L15 W2R 32.07 54.62 2- L2x2x.187 1.426 0.617x 31034 36624 42782 7759 9156 24141 .19x6.6 6.9/ 6.9 U Valley Joist West Page 114 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G3 4 - 16G4N6.OK/3.0 x 21' 9.250 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 7.500 Y 2 0' 4.250 63.750 Opp 6.000 7.500 Y E 0' 2.000 2 0' 5.000 69.500 TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 6000 51 3-3/4 U2 TSJI 3000 0'O 51 3-3/4 U2 Dead, Live 4100 010 51 3-3/4 U2 WdUp 2500 010 5'3-3/4 U2 WdDn 6000 54 101 7-3/4 U4 TSJI 3000 0'O10'7-3/4 U4 Dead, Live 4800 0'O10'7-3/4 U4 WdUp 3500 oo 101 7-3/4 U4 WdDn 6000 514 0'o 151 11-3/4 t36 TSJI 3000 15'11-3/4 U6 Dead, Live 4800 0'O 151 11-3/4 U6 WdUp 3500 0'O 15'11-3/4 U6 WdDn 519-1/2 SEE TC HOLE SHEET KNIFE PLATE RE end loads: TSJI NtUp Dead Live Eguk WdUp WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips Right TC axial load: 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 16.000 in Deep 257.250 in Design length 2250 # Minimum Shear 14.573 in Effective Depth 245 in4 Ix 0 in4 Minimum Ix 11.000 in Clear Depth L/ 722 Live Defl L/ 337 SJI Defl 929417 in-#Moment 1.000 in Chord gap 0.191 in Camber 64.000 in Interior Panel 29.875 in Left end 32.750 in Right end 4 Web Vees 10201 # SJI reaction 9799 # SJI reaction Top Chord: 2-LL2-1/2x.250 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 Center: L = 32.000 p = -56938 Pnx/D= -62787 M = 0 4 Fillers Second: L = 31.875 P = -42694 Pnz/Q= -52385 No Fillers Chord shear: V = 10884 C = 56067 fv = 8707 fc = 23607 f = 14668 Bearing seats: Tag End LLV7x4x3/8 Weld 4.35" Opposite End LLV7x4x3/8 Weld 4.33" Bot Chord: 2-LL2-1/2x.230 A = 2.194 Y = 0.710 Fy = 50000 Q = 0.996 Ix= 1.309 Iy= 4.520 Rx = 0.772 Ry = 1.435 Rz = 0.492 Center: L = 64.000 P = 63776 Pn/c = 65826 Chord shear: V = 10926 T = 46120 fv = 9501 ft = 21019 f = 14167 Valley Joist West Page 115 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD,CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G3 4 - 16G4N6.0K/3.0 x 21' 9.250 Special Crimped angle Parallel chord Girder Tensile Compressive Weld Available Length Area R Sheer Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2 74.05 53.04 2- L2x2x.176 1.346 0.619x 10926 39768 40381 2732 9942 23390 .180.6 11.6/11.6 T.Jl -Li Vi 55.40 25.66 1- Llxlx.109 0.206 0.196z 0 0 6184 1000 1761 1796 .lix0.5 3.9/ 4.6 rJ2 -Li W3L 36.41 18.11 1- L2x2x.200 0.760 0.393z 2721 3381 22800 10884 13525 14772 .19x2.4 3.9/ 4.2 (12 -L3 W4L 65.52 35.16 1- Li-1/2x.125 0.359 0.296z 4385 10580 10781 1096 2645 3840 .13x2.8 5.8/ 6.9 (13 -L3 V2 0.00 14.57 1- Llxlx.109 0.206 0.196z 0 0 6184 1121 1121 4131 .lix0.6 2.8/ 2.8 (14 -L3 W5L 65.52 35.16 1- L2x2x.163 0.625 0.395z 1065 2570 18763 4261 10280 10294 .16x2.1 6.4/ 7.5 U4 -L5 W5R 65.52 35.16 1- L2x2x.145 0.559 0.396z 891 2150 16769 3564 8600 9008 .14x2.0 6.4/ 7.5 (15 -L5 V2 0.00 14.57 1- Llxlx.109 0.206 0.196z 0 0 6184 1139 1139 4131 .lix0.6 2.8/ 2.8 (16 -L5 W4R 65.52 35.16 1- L1-1/2x.109 0.315 0.297z 3689 8901 9454 922 2225 3387 .11x2.7 5.8/ 6.9 06 -L7 W3R 48.55 22.01 2- L1-1/2x.125 0.719 0.465x 2660 4018 21563 10638 16070 17700 .13x4.3 6.3/ 6.3 07 -L7 V3 51.39 23.35 1- Llxlx.109 0.206 0.196z 0 0 6184 1000 1603 2079 .lix0.5 3.6/ 4.2 08 -L7 W2 74.05 53.04 2- L2x2x.176 1.346 0.619x 10702 38953 40381 2676 9738 23390 .180.5 11.6/11.6 Valley Joist West Page 116 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G4 1 - 48G8N10.7K/5.3 x 45' 6.625 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 7.500 2 0' 7.500 77.875. Opp 6.000 7.500 Y 2 0' 4.750 66.750 TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 12500 6'5-7/8 61 57/8 U2 TSJI 6300 o,o 61 5-7/8 132 Dead • 6200 0'O 6'5-7/8 132 Live 4800 oo 6'5-7/8 132 WdUp 3500 010 6'5-7/8 132 WdDn 11500 517 121 0-7/8 134 TSJI 5800 oo 121 0-7/8 134 Dead 5700 010 121 0-7/8 134 Live 4800 oo 010 12'0-7/8 WdUp U4 3500 121 0-7/8 134 WdDn 9200 517 0'O 171 7-7/8 136 TSJI 4600 171 7-7/8 136 Dead, Live 4100 0'O 171 7-7/8 136 WdUp 2500 00 171 7-7/8 136 WdDn 10700 517 231 27/8 118 TSJI 5400 0,0 231 2-7/8 138 Dead 5300 0'o 231 2-7/8 118 Live 4100 0'O 231 2-7/8 138 WdUp 2500 010 231 2-7/8 138 WdDn 10700 517 281 9-7/8 1310 TSJI 5400 0'O 281 9-7/8 1110 Dead 5300 0'O 281 9-7/8 1110 Live 4100 010 28'9-7/8 1310 WdUp 2500 010 28'9-7/8 1310 WdDn 9200 517 341 4-7/8 1312 TSJI 4600 0'O 34'4-7/8 1312 Dead, Live 4100 010 341 4-7/8 U12 WdUp 2500 010 341 4-7/8 1112 WdDn 10700 517 391 11-7/8 1114 TSJI 5400 010 39'11-7/8 1114 Dead S Valley Joist West Page 117 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G4 1 - 48G8N10.7K/5.3 x 45' 6.625 Special Crimped angle Parallel chord Girder 5300 4100 2500 SEE TC HOLE SHEET SEE TC REINF DETAIL TE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 48.000 in Deep 45.996 in Effective Depth 41.000 in Clear Depth 5858430 in-#Moment 67.000 in Interior Panel 8 Web Vees 0'O 0'O 39'11-7/8 U14 Live 0'O 39'11-7/8 U14 WdUp 39'11-7/8 U14 WdDn 51 6-3/4 NttJp Dead Live Eguk WdUp WdDn 3Lod 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 542.625 in Design length 9313 # Minimum Shear 4855 in4 Ix 0 in4 Minimum Ix L/ 885 Live Defi L/ 432 SJI Defl 1.000 in Chord gap 0.852 in Camber 36.938 in Left end 31.375 in Right end 38536 # SJI reaction 37964 # SJI reaction Top Chord: 2-LL3-1/2x.344 Ix= 5.323 Center: L = 33.500 Sixth: L = 33.500 Chord shear: V = 38396 A = 4.579 Y = 1.002 Iy= 15.651 Rx = 1.078 P =-124179 Pnx/=-128016 P =-110833 Pnz/)=-115534 C = 83812 fv = 15945 Fy = 50000 Ry = 1.849 0 fc = 18302 Q = 1.000 Rz = 0.688 4 Fillers No Fillers f = 18385 Bearing seats: Tag End LLV7x4x3/8 Weld 7.35" Opposite End LLV7x4x3/8 Weld 7.24" Bot Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.6.51 Rx = 1.078 Ry = 1.849 Rz = 0.688 Center: L = 67.000 P = 127367 Pn/Q = 137380 Chord shear: V = 38451 T = 63337 fv = 15968 ft = 13831 f = 17401 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm UO -Li W2L 45.00 65.05 2- L2x2x.250 1.875 0.609x 38451 54380 56250 9613 13595 24417 .250.3M 8.7/ 8.7 Ui -Li Vi 11.15 46.88 2- Lixlx.109 0.412 0.307x 0 0 12367 1000 1019 2655 .lix0.4 7.1/ 7.1 U2 -Li W3L 33.00 54.85 2- L2-1/2x.250 2.375 0.769x 9599 11446 71250 38396 45784 49i43 .19x8.2 8.2/ 8.2 U2 -L3 W4 36.07 56.90 2- L2x2x.145 1.118 0.623x 25834 31960 33539 6459 7990 17478 .14x7.4 8.1/ 8.1 U3 -L3 V2 0.00 46.00 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1676 1676 198i .11 0.5 3.5/ 3.5 U4 -L3 W5 36.07 56.90 2- L2-1/2x.188 1.809 0.778x 6443 7971 54279 25773 31883 34844 .19x5.7 8.3/ 8.3 U4 -L5 W6L 36.07 56.90 1- L2x2x.163 0.625 0.395z 14211 17580 18763 3553 4395 4542 .16x3.6 4.3/ 4.6 U5 -L5 V3 0.00 46.00 1- L1-1/2x.125 0.359 0.296z 0 0 10781 2217 2217 2244 .13x0.6 3.5/ 3.5 U6 -L5 W7L 36.07 56.90 2- L2x2x.156 1.199 0.622x 3537 4376 35980 14149 17504 18973 .16x3.8 8.1/ 8.1 U6 -L7 W8 36.07 56.90 1- L2x2x.125 0.484 0.398z 9313 11521 14531 2328 2880 3561 .13x3.1 4.3/ 4.6 Ui -L7 V4 0.00 46.00 1- L1-3/4x.125 0.422 0.347z 0 0 12656 2484 2484 3612 .13x0.7 3.8/ 3.8 U8 -L7 W9 36.07 56.90 2- L1-3/4x.143 0.960 0.543x 2328 2880 28803 9313 11521 12775 .14x2.7 8.1/ 8.1 U8 -L9 W9 36.07 56.90 2- L1-3/4x.143 0.960 0.543x 2328 2880 28803 9313 11521 12775 .14x2.7 8.1/ 8.1 U9 -L9 V4 0.00 46.00 1- L1-3/4x.125 0.422 0.347z 0 0 12656 2453 2453 3612 .13x0.7 3.8/ 3.8 U10 -L9 WB 36.07 56.90 1- L2x2x.125 0.484 0.398z 9313 11521 14531 2328 2880 3561 .130.1 4.3/ 4.6 U10 -Lii W7R 36.07 56.90 2- L2x2x.187 1.426 0.617x 4424 5474 42782 17698 21894 22989 .19x3.9 8.1/ 8.1 Uli -Lii V3 0.00 46.00 1- L1-1/2x.125 0.359 0.296z 0 0 10781 2104 2104 2244 .13x0.6 3.5/ 3.5 U12 -Lii W6R 36.07 56.90 2- L1-3/4x.125 0.844 0.546x 17760 21971 25313 4440 5493 11129 .13x5.9 8.1/ 8.1 U12 -1,13 W5 36.07 56.90 2- L2-1/2x.188 1.809 0.778x 6755 8357 54279 27021 33428 34844 .19x6.0 8.3/ 8.3 U13 -1,13 V2 0.00 46.00 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1516 1516 1981 .lix0.5 3.5/ 3.5 U14 -1,13 W4 36.07 56.90 2- L2x2x.145 1.118 0.623x 27083 33505 33539 6771 8376 17478 .140.8 8.1/ 8.1 U14 -1,15 W3R 22.18 49.67 2- L2-1/2x.212 2.030 0.775x 9461 10217 60903 37845 40868 44050 .190.3 8.2/ 8.2 U15 -1,15 VS 17.64 48.27 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1000 1049 1799 .11x0.3 3.5/ 3.6 U16 -1,15 W2R 45.00 65.05 2- L2x2x.250 1.875 0.609x 37879 53572 56250 9470 13393 24417 .250.2M 8.7/ 8.7 Valley Joist West Page 118 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G7 1 - 48G8N9.5K/4.7 x 45' 4.250 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 7.500 Y E 0' 2.000 2 0' 5.000 75.500 Opp 6.000 7.500 Y 2 0' 4.750 66.750 TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 16300 6'3-1/2 61 31/2 U2 TSJI 8200 o,o 61 3-1/2 U2 Dead 8100 010 61 3-1/2 U2 Live 4800 010 6'3-1/2 U2 WdUp 3500 oo 61 3-1/2 132 WdDn 11500 57 11 1 10-1/2 134 TSJI 5800 0'o 11 1 10-1/2 134 Dead 5700 0'O11'10-1/2 134 Live 4800 00 01 0 11'10-1/2 134 WdUp 3500 11 1 10-1/2 134 WdDn 9500 oo 51 7 17'5-1/2 136 TSJI 4800 0'O 171 5-1/2 136 Dead 4700 17'5-1/2 136 Live 4100 0'O 171 5-1/2 136 WdUp 2500 o,o 171 5-1/2 136 WdDn 9500 57 010 23'0-1/2 138 TSJI 4800 0'O 231 0-1/2 138 Dead 4700 231 0-1/2 138 Live 4100 0'O 231 0-1/2 138 WdUp 2500 oIo 231 0-1/2 138 WdDn 9500 5,728'7-1/2 1310 TSJI 4800 oo 281 7-1/2 1310 Dead 4700 0'O 281 7-1/2 1310 Live 4100 o,o 281 7-1/2 1310 WdUp 2500 0'O 281 7-1/2 1310 WdDn 8500 517 341 2-1/2 1312 TSJI 4300 0'O 341 2-1/2 1312 Dead 4200 o,o 341 2-1/2 1312 Live 4100 0'O 341 2-1/2 1312 WdUp 2500 0'O 341 2-1/2 1312 WdDn 4 Valley Joist West Page 119 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G7 1 - 48G8N9.5K/4.7 x 45' 4.250 Special Crimped angle Parallel chord Girder 11300 5 ,7 39'9-1/2 U14 TSJI 5700 0'O39'9-1/2 U14 Dead 5600 0'O 391 9-1/2 U14 Live 4100 0'O39'9-1/2 U14 WdUp 2500 0'O 391 9-1/2 U14 WdDn 516-3/4 SEE TC HOLE SHEET KNIFE PLATE TE end loads: TSJI NttJp Dead Live Eguk Wdup WdDn 3Lod Left TC axial load: 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips Right TO axial load: 0.0 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 48.000 in Deep 540.250 in Design length 9513 # Minimum Shear 45.996 in Effective Depth 4855 in4 Ix 0 1n4 Minimum Ix 41.000 in Clear Depth L/ 912 Live Defl L/ 443 SJI Defl 5671681 in-#Moment 1.000 in Chord gap 0.845 in Camber 67.000 in Interior Panel 35.750 in Left end 31.375 in Right end 8 Web Vees 41038 # SJI reaction 37062 # SJI reaction Top Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 Center: L = 33.500 P =-121279 Pnx/Q=-128016 M = 0 4 Fillers Sixth: L = 33.500 P =-110034 Pnz/=-115534 No Fillers Chord shear: V = 40902 C = 84779 fv = 16986 fc = 18513 f = 19344 Bearing seats: Tag End LLV7x4x3/8 Weld 7.84" Opposite End LLV7x4x3/8 Weld 7.06" Bot Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 FY = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 Center: L = 67.000 P = 123307 Pn/C = 137380 Chord shear: V = 40953 T = 65359 fv = 17007 ft = 14273 f = 18444 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member 1n2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2L 45.00 65.05 2- L2-1/2x.230 2.194 0.772x 40953 57918 65826 10238 14480 39114 .23x8.5M 8.7/ 8.7 01 -1.1 Vi 12.56 47.12 1- Ll-1/4x.109 0.261 0.247z 0 0 7819 1000 1025 1074 .11x0.3 3.2/ 3.3 02 -Ll W3L 30.87 53.59 2- L2-1/2x.250 2.375 0.769x 10226 11914 71250 40902 47655 49977 .25x6.4M 8.2/ 8.2 U2 -L3 W4 36.07 56.90 2- L2x2x.145 1.118 0.623x 24624 30462 33539 6156 7616 17478 .14x7.1 8.1/ 8.1 03 -L3 V2 0.00 46.00 1- Ll-1/2x.109 0.315 0.297z 0 0 9454 1696 1696 1981 .11x0.5 3.5/ 3.5 04 -L3 W5 36.07 56.90 2- L2-1/2x.188 1.809 0.778x 6140 7596 54279 24562 30386 34844 .19x5.4 8.3/ 8.3 04 -L5 W6L 36.07 56.90 1- L2x2x.145 0.559 0.396z 12916 15979 16769 3229 3995 4082 .14x3.7 4.3/ 4.6 05 -L5 V3 0.00 46.00 1- Ll-1/2x.125 0.359 0.296z 0 0 10781 2201 2201 2244 .13x0.6 3.5/ 3.5 06 -L5 W7L 36.07 56.90 2- L2x2x.145 1.118 0.623x 3214 3975 33539 12854 15902 17478 .14x3.7 8.1/ 8.1 06 -L7 W8 36.07 56.90 1- L2x2x.125 0.484 0.398z 9513 11768 14531 2378 2942 3561 .13x3.2 4.3/ 4.6 U7 -L7 V4 0.00 46.00 1- Ll-3/4x.125 0.422 0.347z 0 0 12656 2426 2426 3612 .13x0.7 3.8/ 3.8 08 -L7 W9 36.07 56.90 2- L1-3/4x.143 0.960 0.543x 2378 2942 28803 9513 11768 12775 .14x2.8 8.1/ 8.1 08 -L9 W9 36.07 56.90 2- L1-3/4x.143 0.960 6.543x 2378 2942 28803 9513 11768 12775 .14x2.8 8.1/ 8.1 09 -L9 V4 0.00 46.00 1- L1-3/4x.125 0.422 0.347z 0 0 12656 2367 2367 3612 .13x0.6 3.8/ 3.8 010 -L9 W8 36.07 56.90 1- L2x2x.125 0.484 0.398z 9513 11768 14531 2378 2942 3561 .13x3.2 4.3/ 4.6 010 -L11 W7R 36.07 56.90 2- L2x2x.176 1.346 0.619x 4224 5225 40381 16894 20900 21603 .18x4.0 8.1/ 8.1 Ull -Lil V3 0.00 46.00 1- Ll-l/2x.125 0.359 0.296z 0 0 10781 2023 2023 2244 .13x0.5 3.5/ 3.5 012 -Lil W6R 36.07 56.90 1- L2x2x.200 0.760 0.393z 16956 20977 22800 4239 5244 5464 .19x3.8 4.3/ 4.6 012 -L13 W5 36.07 56.90 2- L2-1/2x.188 1.809 0.778x 6380 7892 54279 25518 31569 34844 .19x5.7 8.3/ 8.3 013 -L13 V2 0.00 46.00 1- Ll-1/2x.109 0.315 0.297z 0 0 9454 1475 1475 1981 .11x0.5 3.5/ 3.5 U14 -L13 W4 36.07 56.90 2- L2x2x.145 1.118 0.623x 25580 31645 33539 6395 7911 17478 .140.3 8.1/ 8.1 U14 -L15 W3R 22.18 49.67 2- L2-1/2x.212 2.030 0.775x 9236 9973 60903 36942 39894 44050 .19x7.1 8.2/ 8.2 015 -1,15 VS 17.64 48.27 1- Ll-1/2x.109 0.315 0.297z 0 0 9454 1000 1049 1799 .11xO.3 3.5/ 3.6 U16 -L15 W2R 45.00 65.05 2- L2x2x.232 1.748 0.611x 36977 52295 52451 9244 13074 22916 .230.6M 8.7/ 8.7 4 Valley Joist West Page 120 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G10 1 - 48G8N10.5K/5.2 x 45' 6.625 Special Crimped angle Parallel chord Girder End Length Depth Slope Holes Top Chord Ext BCX Holdback Pitch EP/#1L Tag 6.000 7.500 2 0' 7.500 77.875 Opp 6.000 7.500 Y 2 0' 4.750 66.750 TSJI 1000# AddLoad on Top chord at panel points. Dead 1000# AddLoad on Top chord at panel points. TC conc loads: Load Spacing Location Point Type 14000 615-7/8 6'5-7/8 132 TSJI 7000 0 1 0 o,o 61 5-7/8 132 Dead, Live 4800 61 5-7/8 132 WdUp 3500 o,o 6'5-7/8 132 WdDn 10500 517 121 0-7/8 U4 TSJI 5300 010 121 0-7/8 134 Dead 5200 010 121 0-7/8 134 Live 4800 o,o 121 0-7/8 134 WdUp 0103500 517 121 0-7/8 134 WdDn 12000 o,o 17'77/8 136 TSJI 6000 o,o 171 7-7/8 136 Dead, Live 4100 o,o 171 7-7/8 136 WdUp 2500 517 171 7-7/8 136 WdDn 10500 oo 231 27/8 138 TSJI 5300 23'2-7/8 138 Dead 5200 o,o 23'2-7/8 138 Live 4100 o,o 231 2-7/8 138 WdUp 2500 o,o 231 2-7/8 138 WdDn 9500 517 281 9-7/8 1310 TSJI 4800 s,,, 281 9-7/8 1310 Dead 4700 0 1 0 281 9-7/8 1310 Live 4100 010 281 9-7/8 1310 WdUp 2500 010 281 9-7/8 . 1310 WdDn 9200 517 010 341 4-7/8 1312 TSJI 4600 341 4-7/8 1312 Dead, Live 4100 010 34'4-7/8 1312 WdUp 2500 010 34!4-7/8 U12 WdDn 10500 517 391 117/8 1314 TSJI 5300 0,0 39'11-7/8 1314 Dead. 5200 010 39'11-7/8 1314 Live V Valley Joist West Page 121 V2.2.1.0 Job #7F01307 - By KR 14:00 Entered 03/05/18 Revised 03/12/18 Customer: VEGA IRON WORKS SANTA FE SPRINGS, CA Project: CVS #10743 CARLSBAD CARLSBAD, CA Designed per Steel Joist Institute Standard Specifications 44th edition ASD. G10 1 - 48G8N10.5K/5.2 x 45' 6.625 Special Crimped angle Parallel chord Girder 0'O 0'O 39'11-7/8 U14 WdUp 39'11-7/8 U14 WdDn 51 6-3/4 SEE TC HOLE SHEET SEE TC REINF DETAIL TE end loads: TSJI Left TC axial load: 0.0 Right TC axial load: 0.0 48.000 in Deep 45.985 in Effective Depth 41.000 in Clear Depth 5976575 in-#Moment 67.000 in Interior Panel 8 Web Vees NtUp Dead Live Eguk WdUp WdDn 3Lod 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 0.0 0.0 0.0 22.1 0.0 0.0 0.0 Kips 542.625 in Design length 9525 # Minimum Shear 5050 in4 Ix 0 in4 Minimum Ix LI 901 Live Defi L/ 440 SJI Defi 1.000 in Chord gap 0.852 in Camber 36.938 in Left end 31.375 in Right end 40245 # SJI reaction 37955 # SJI reaction Top Chord: 2-LL3-1/2x.375 A = 4.969 Y = 1.013 Fy = 50000 Q = 1.000 Ix= 5.730 Iy= 17.104 Rx = 1.074 Ry = 1.855 Rz = 0.687 Center: L = 33.500 P =-127937 Pnx/)=-138825 M = 0 2 Fillers Sixth: L = 33.500 P =-114866 Pnz/=-125268 No Fillers Chord shear: V = 40105 C = 86415 fv = 15278 fc = 17392 f = 17580 Bearing seats: Tag End LLV7x4x3/8 Weld 7.05" Opposite End LLV7x4x3/8 Weld 6.64" Bot Chord: 2-LL3-1/2x.344 A = 4.579 Y = 1.002 Fy = 50000 Q = 1.000 Ix= 5.323 Iy= 15.651 Rx = 1.078 Ry = 1.849 Rz = 0.688 Center: L = 67.000 P = 129967 Pn/Q = 137380 Chord shear: V = 40151 T = 66173 fv = 16674 ft = 14450 f = 18172 Tensile Compressive Weld Available Length Area R Shear Force Allow Shear Force Allow Thick x Weld (in) Location Web Slope in Member in2 in lbs lbs lbs lbs lbs lbs Length Top/Bottm 00 -Li W2L 47.96 68.67 2- L2-1/2x.230 2.194 0.772x 40151 59958 65826 10038 14990 36869 .23x8.8M 8.8/ 8.8 01 -Li Vi 17.00 48.09 2- Lixlx.109 0.412 0.307x 0 0 12367 1000 1046 2524 .lix0.4 7.1/ 7.1 02 -Li W3L 28.4i 52.28 2- L2-1/2x.230 2.194 0.772x 10026 11399 65826 40105 45597 46970 .23x6.7M 8.1/ 8.1 U2 -L3 W4L 36.07 56.89 2- L2x2x.145 1.118 0.623x 26043 32221 33539 6511 8055 17481 .14x7.5 8.1/ 8.i 03 -L3 V2 0.00 45.99 1- Li-i/2x.109 0.315 0.297z 0 0 9454 1728 i728 1982 .lix0.5 3.5/ 3.5 04 -L3 W5 36.07 56.89 2- L2-i/2x.188 1.809 0.778x 6495 8036 54279 25982 32i45 34848 .19x5.8 8.2/ 8.2 04 -L5 W6L 36.07 56.89 1- L2x2x.i76 0.673 0.394z 15420 19078 20191 3855 4769 4871 .18x3.6 4.3/ 4.6 05 -L5 V3 0.00 45.99 1- Li-3/4x.125 0.422 O.347z 0 0 12656 2297 2297 3614 .13x0.6 3.8/ 3.8 06 -L5 W7L 36.07 56.89 2- L2x2x.163 1.251 0.621x 3840 4750 37526 15358 19002 19910 .160.9 8.1/ 8.1 06 -L7 W8 36.07 56.89 1- L2x2x.125 0.484 0.398z 9525 11784 14531 2381 2946 3562 .13x3.2 4.3/ 4.6 07 -L7 V3 0.00 45.99 1- Li-3/4x.125 0.422 0.347z 0 0 12656 2559 2559 3614 .13x0.7 3.8/ 3.8 08 -L7 W9 36.07 56.89 2- L1-3/4x.143 0.960 0.543x 2381 2946 28803 9525 11784 12778 .14x2.8 8.0/ 8.0 08 -L9 W9 36.07 56.89 2- L1-3/4x.143 0.960 0.543x 2381 2946 28803 9525 11784 12778 .14x2.8 8.0/ 8.0 09 -L9 V3 0.00 45.99 1- L1-3/4x.125 0.422 0.347z 0 0 12656 2485 2485 3614 .13x0.7 3.8/ 3.8 010 -L9 W8 36.07 56.89 1- L2x2x.125 0.484 0.398z 9525 11784 14531 2381 2946 3562 .13x3.2 4.3/ 4.6 010 -Lii W7R 36.07 56.89 2- L2x2x.187 1.426 0.617x 4472 5533 42782 17889 22132 22993 .19x4.0 8.1/ 8.1 Oil -Lii V4 0.00 45.99 1- Li-1/2x.125 0.359 0.296z 0 0 10781 2113 2113 2245 .13x0.6 3.5/ 3.5 012 -Lii W6R 36.07 56.89 2- L1-3/4x.125 0.844 0.546x 17950 22209 25313 4488 5552 11132 .13x6.0 8.0/ 8.0 012 -Li3 W5 36.07 56.89 2- L2-i/2x.188 1.809 0.778x 6803 8417 54279 27212 33667 34848 .19x6.0 8.2/ 8.2 013 -L13 V2 0.00 45.99 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1518 1518 1982 .ilx0.5 3.5/ 3.5 U14 -L13 W4R 36.07 56.89 2- L2x2x.156 1.199 0.622x 27274 33744 35980 6818 8436 18977 .16x7.3 8.1/ 8.1 014 -L15 W3R 16.65 48.00 2- L2-1/2x.212 2.030 0.775x 9459 9873 60903 37836 39491 44907 .19x7.1 8.2/ 8.2 015 -1,15 V5 23.11 50.00 1- Li-1/2x.109 0.315 0.297z 0 0 9454 1000 1087 1676 .11x0.3 3.5/ 3.7 016 -L15 W2R 47.96 68.67 2- L2-1/2x.230 2.194 0.772x 37861 56538 65826 9465 14135 36869 .23x8.3M 8.8/ 8.8 4100 2500 Certificate of Compliance JaIIey /V'Joist I P.O.BOX 2170 255 LOGAN LANE 775-575-7337 PHONE . FERNLEV, MV 89408 775-5754917 FAX MARCH 13., 2018 CERTIFICATE OF COMPLIANCE VEGA IRON WORKS#22021 15644 CLANTON CIRCLE SANTA FE SPRINGS, CA 90670 REF: CVS #10743 C•ARLSBAD.CA - Valley JdistJob #:7F01307 This isto certify that the joists and acôessories furnished on the above referenced project-are manufactured according to theinformation provided on the contract drawing. Valley Joist, Inc Fernley, Nevada, a certified member of The Steel Joist Institute (SJI) and lAS Certified Fabricator, has manufactured the joists. Valley Joist's Quality Control Program has been. reviewed and approved by the International Code Council (ICC) under the International Accreditation Service Certification number FA-363 The Quality Assurance Manual of Valley Joist has been reviewed and approved by the SM and lAS Valley Joist certifies that all joists produced are 100 percent inspected per SM and lAS requirements and Valley Joist's Quality Assurance Manual The quality assurance manual is available for your review on our premises, as are the Inspection reports for the Joists produced for the above project YOurs thily, Walter F; .Wofthley, Jr Valley Joist West/a division o B eG-Indusfries, Inc cc:. Files