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Home My WebLink AboutREV22-0668 - Calcsy.iZ.u,ZZ Rev2Z-D�$ l98�3-?02�, JT CONSULTING ENGINEERS "'ntV) 11251 GARiDENA1RE LANE GARDEN GROVE, GA, 92841 PH: 714.815.2356 STRUCTURAL CALCULATIONS OF FIELD REVISION #3 ml 2320 CLAY, NEWPORT BEACH, CA 92663 PREPARED FOR: fff, M TELD RE.SJDENCE APR1L 12, 2022 PASSED MEMBER REPORT Level, Floor: Floor Joist 1 piece(s) 16" TIIp 230 @ 241• OC 17' 3" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal D 0 DQSI[)0 RestilFs Actual @ Location Allowed Result Member Reaction Ibs ( ) 950 @ 2 1/2" 1121 (2,00") Passed (85%a) LDF 1.00 Load: Combination (Pattern) System :Floor Shear (Ibs) 932 @ 3 1/2" 1.0 D + 1.0 L (All Spans) Member Type : Joist Moment (Ft-Ibs) 4095 @ 8' Jill5710 2190 Passed (43%s) 1.00 1.0 D + 1.0Spans) Builtling Use : Residential Live Load Defl. (in) 0.218 @ 8' 11" 0.435 Passed (72%) 1.00 1.0 D + 1.0 L (All Spans) Building Code : IBC 2018 Design Methodology : ASD Total Load Defl. (in) 0.294 @ 8' 11" Passed 958 TJ-Pro'" Rating 0.871 Passed (L/710) -- 1.0 D + 1.0 L (All Spans) 55 • Deflection criteria: LL (L/480) and TL (L/240). Any Passed • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been Performed. • Deflection analysis Is based on composite action with a single layer of 1 1/8" Panel (48" Span Rating) that is glued and nailed • Additional considerations for the TJ-Pro'" Rating down. include: None. $opports Bearing Length Loatls to sppports (Ibs) 1 -Stud wall - DF Total Available Requiretl 'Deatl FIoo�Live Total Accessories 2 -Stud wall - DF 3.50" 2.00" 1.75" 250 ]13 963 1 1/2" Rim Board • Rim Board Is assumed to carry all Inatic a""non 3.50" a;.a.x.. �....._ 2.00" . �.___,. 1J5" 250 713 963 11/2" Rim Board Top Edge (Lu) Bottom Edge (Lu) 17 7" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing Intervals based on applied load. Dead Floor Live Vertical Load Location - spacing (0.90 (1.00) Comments 1- Uniform (PSF) 0 to 17, 10" 24" 14.0 90.0 Default Load We erhaeuser.Notes Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified W sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser Product literature and installation details refer to xww.weyerhaeuser.cam/woodproducts/document-library. the product application, input design loads, dimensions and support Information have been provided by ForteWEB Software Oneramr ForteWEB software Operator Job Notes lohn Tram IT CONSULTING ENGINEERS :714) 815-2356 3/22/2022 5:37:10 PM UTC ForteWE6 v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 Weyerhaeuser File Name: Clay Residence ess" """ �"� MEMBER REPORT PASSED Level, Floor: Deck Joist 1 plece(s) 16" TJ1@ 230 @ 16" OC Ir 17' 3' b 0 I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @Location Allowed Result . LDF Load: Combination (Pattern) Member Reaction (Ibs) 1336 @ 2 1/2" 1480 (2.00") Passed (90%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1311 @ 3 1/2" 2190 Passed (60%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 5763 @ 8' 11" 5710 Passed (101%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (In) 0.380 @ 8' 11" 0.581 Passed (L/550) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (In) 0.433 @ 8' 11" 0.871 Passed (L/483) -- 1.0 D + 1.0 L (All Spans) TJ-Pron' Rating 60 40 Passed -- - • Deflection criteria: UL (U360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite actor with a single layer of 1 1/8" Panel (48" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-Pro'" Rating include: None. Bearing Length Loads to Supports(lbs) Total Avallable Required Dead Floor Live Total Supports Accessories 1 - Stud wall - DF 3.50" 2.00" 1.75" 166 1189 1355 1 1/2" Rim Board, Web Stiffeners 2 - Stud wall - DF 3.50" 2.00" 1.75" 166 1189 1355 1 1/2" Rim Board, Web Stiffeners Rim Board Is assumed to carry all loads applied directly above It, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' o/c Bottom Edge (Lu) 1]' ]" 0/c •TJI joists are only analyzed using Maximum Allowable baclr •Maxmum allowable bracing Intervals based on applied load. Vertical Load Location. Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 N 1]' 10" I6" 14.0 100.0 Default Load System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD iaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is Able to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at iaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator ]o6 Notes John Ten CONSULTING ENGINEERS (7 r (714)815-2356 JDTRAN07@GMAIL.COM Weyerhaeuser 3/22/2022 5:40:19 PM UTC ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 File Name: Clay Residence