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Home My WebLink AboutX2021-2959 - CalcsX2,02,1-2�, � Lf 18 nilM)PE-kf, Bashar Jamil, P.E. 751 Shasta Drive Corona, CA 92881 Tel: 714-883-4124 l Structural Calculations- REV 2 _ For Greenburg Residence 1418 Mariner Drive Newport Beach, CA 92660 QR lON9 I� W ,m No. Ca31299 Exp 0�13— II ,SOF CPIAF „ , BUILDING DIVISION NOV 1199 2TI Z—Z� BY. Y.T. 1 of 5 ROOF LOADING DESIGN Roof and Re roofing material ----------------------- 1/2" Plywood -------------------------------------------- WO at 16" o.c. Roof Rafters Insulation and Mechanical (future solar panels) ------ Ceiling material 1/2" Gyp. Total Roof Dead Load -------------------------------- Rooflive Load ------------------------------------------- FLOOR LOADING DESIGN Floor covering (Carpet) ---------------------- 3/4" Plywood ------------------------------------- WO at 16" o.c. Roof Rafters Partitions ----------------------------------------- Insullatins and Mechanical ------------------ 5/8" Gyp. Board ------------------------------- Mi s c . ------------------------------------------------------- 8.0 psf 1.5 psf 4.0 psf 4.0 psf 2.8 psf 20.3 psf 0.7 psf 21.0 psf 20.0 psf CBC2019 TABLE 1607.1 2.0 psf 2.5 psf 4.0 psf 5.0 psf 2.0 psf 2.8 psf 1.7 psf 20.0 psf Total Floor Dead Load-------------------------------- 20.0 psf Floor live Load------------------------------------------- 40.0 psf CBC2019 TABLE 1607.1 Deck live Load------------------------------------------- 60.0 psf CBC2016 TABLE 1607.1 2 of UJLL : qO 1 5(,. S/ = 20c f I(�- 6A�v1= '?,t p50(c! fadf(� p� 31st ds e -//xq1.PNL4l 3of5 -FIFO E' MEMBER REPORT Greenburg Residence, Wall: Header H2 1 piece(s) 4 x 6 DIF N0.2 3' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. "Bill n R Not. Abo, e jci I n a Member Reaction 'IbS1 �Iril U be ly,,Wldth 3281 (1.50") Passed (15%) 1.0 D + 1.0 L (All Spans) S .a Shear h b (I S 4.9 2310 Passed (14%) 1.00 1.0 D +10 L (All Spans) Moment (Ft lips) Default Wad—, 1720 Passed (23%) 1.00 1.0 D + 1.0 L (All Stains) Live Lead Dafl (In) J0.081 Passed (L/999+) -- 1.0 D + 1.0 L (All Spans) Total Load Dall (In) 0.162 Passed (L/999+) — 1.0 n , 1.0 I (All Spans) Allowed moment does not reflect the adjustment for the beam stability factor. Applicable calculations are based an NDS. -epunt in qj a In Got ills. rX Not. L '�Wp' M global :Available �Ru D mad iot �Iril U be ly,,Wldth 1 -Trimmer -SPF 1.501, 1.501, 170 325 415 No - 2 -Trimmer -SPF 4.9 Ldlbaral"Biracingl t`,- eragali litim 11 4 Top Edge g -m 3'3" o/c I turner, Edge (L.) 3- Y a/c -Me.iomm allowable bracing intervals based on applied load N— header H2 PASSED System Wall Member Type : Header Building Use : Residential Building code : IBC 2018 Design Methodology : Asp 'We erhaepsec NOCes..` - 7 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 net designed by this software. Products manufactured at Weyerhaeuser facilites are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluatlon 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 www.weyeffiaeuser.com/wmdpfoducts/document-library. The product application, Input design loads, dimensions and support information have been provided! by FOAMED Software Operator FortmWEB Software Ciparablir 11/18/202111:29:15 PM UTC v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 A . Weyerhaeuser File Name; Gree4 r&5rg Residence Page 1 / 1 Not. Basharlarml meirti, �Iril U be ly,,Wldth (714) 883-4124 0 - Self Weight (PIF) am 3-31, N/A 4.9 1-Urifforni Oto 3'3" N/A 100.0 200.0 Default Wad—, N— header H2 PASSED System Wall Member Type : Header Building Use : Residential Building code : IBC 2018 Design Methodology : Asp 'We erhaepsec NOCes..` - 7 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 net designed by this software. Products manufactured at Weyerhaeuser facilites are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluatlon 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 www.weyeffiaeuser.com/wmdpfoducts/document-library. The product application, Input design loads, dimensions and support information have been provided! by FOAMED Software Operator FortmWEB Software Ciparablir 11/18/202111:29:15 PM UTC v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 A . Weyerhaeuser File Name; Gree4 r&5rg Residence Page 1 / 1 Not. Basharlarml n/aForteWEB (714) 883-4124 bashamhamec.obm 4FORTEM MEMBER REPORT PASSED Greentgurg Residence, Wall: Header H3 I Plei 4 x 6 OF N0.2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. vcnaum I a I J- — LL L4 -1 Q1 lu I � (i4 c uh Allowed moment does not reflect the adjustment for the boom stability factor, Applicable calculations are based an Nos. eearin9 Length Supports "A rift a :,o bna �i Member Reaction (lbs) 786 @ 0 3281 (1.50") Passed (24%) _Passed 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs) 547 2310 (24%) 1700 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 1184 @ 2' 6" 1720 _Passed (1599%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Den. (in) 0-049 @ 2' 11' 0-148 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.104 @ 21 11 1/811 0.296 Passed (L/682) _. 1,13 D + 0.75 L + 0.75 Lr (All Spans) vcnaum I a I J- — LL L4 -1 Q1 lu I � (i4 c uh Allowed moment does not reflect the adjustment for the boom stability factor, Applicable calculations are based an Nos. it C 'cx op Edge (Lu) 5' 11" o/c clean Edge (Lu) 5' 11" /c ,aximum anowarne mracing innervais name on appow loan. eearin9 Length Supports all elibequl i"'I I - Trimmer - SPF 1 1.50" 1.50" 1.50" 1423 188 296 907 None 2 -Trimmer -SPF 1 1.50" 1.50" 1.50" 1 397 137 296 1 830 None it C 'cx op Edge (Lu) 5' 11" o/c clean Edge (Lu) 5' 11" /c ,aximum anowarne mracing innervais name on appow loan. Member Nicites ,.do, H3 System: wait Member Type : Header Building Use: Residential Building Code : IBC 2018 Design Methodology : ASD N±yerhaeurser Nillitell; til.j leyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design orders and published design values. Weyerhaeuser expressly disdalms any other warrantless gated to the software, Use of this software is not intended to circumvent the need for a design professional as determinetl by the authority having prediction. The designer of record, builder or framer is asponsible to assure that this calculation is opeopsibble wit the overall Project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by the; software, Products manufacturer at heyerharmser 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 -13E miter tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to ww.weyerhaeuser.mmlwwdpmductsldmument-library, he product application, area design loads, dimensions and support information have been provided by ForbiWEB Software Operator FortaWlill Software Operator 11/18/202111:31:12 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 A 5 5 wiryerbacuser File Name: GreenSf urg Residence Page 1 / 1 Qbadr UPI or Ll4e Roo on Fl- 883-4124 ("o b4g., TV, orri C Abir, 0 - Self Weight (PUl,) 0 to 5'11" N/A 4.9 Denature (PLF) 0 be 5 ill, N/A 105.0 100.0 Default Load Linked from: Wall: 2-point(Ib) 2161, NIA 170 325 - Header 12, Support Member Nicites ,.do, H3 System: wait Member Type : Header Building Use: Residential Building Code : IBC 2018 Design Methodology : ASD N±yerhaeurser Nillitell; til.j leyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design orders and published design values. Weyerhaeuser expressly disdalms any other warrantless gated to the software, Use of this software is not intended to circumvent the need for a design professional as determinetl by the authority having prediction. The designer of record, builder or framer is asponsible to assure that this calculation is opeopsibble wit the overall Project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by the; software, Products manufacturer at heyerharmser 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 -13E miter tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to ww.weyerhaeuser.mmlwwdpmductsldmument-library, he product application, area design loads, dimensions and support information have been provided by ForbiWEB Software Operator FortaWlill Software Operator 11/18/202111:31:12 PM UTC ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 A 5 5 wiryerbacuser File Name: GreenSf urg Residence Page 1 / 1 Job Notes B,,,8r3amil 883-4124 basharjQdtwacom