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B-2019-0242 Structural calcsYU JAR CHEN, S.E. Date JNB Associates Job Number 4o66o Robin Street ii Fremont, CA 94538 Page Number STRUCTURAL CALCULATION FOR A New Residence AT 21164 Lauretta Dr. Cupertino, CA By: Yu -Jar Chen SE C5ISS/�fy�� y�` y No. 762 �I Exp. 09/30/19 �lF OF C AO``��� CUPERTINO Building Department REVIEWED FOR CODE COMPLIANCE Reviewed By: Phuong Devries Tel/Fax 51o.687.0939 yujarchen@hotmail.com APPLICABLE CODE: 2016 CBC 2 LOADS: ROOF: EXTERIOR WALL: ROOFING 10.0 PSF STUCCO 9.0 PSF PLYWOOD 1.5 PSF PLYWOOD 1.5 PSF RAFTER 1.5 PSF STUD 1.5 PSF MECH. & ELEC. 2.5 PSF INSULATION 0.5 PSF INSULATION 1.0 PSF GYP. BOARD 2.5 PSF GYP. BOARD 2.5 PSF Dead Load 19.0 PSF Dead Load 15.0 PSF Live Load 20.0 PSF FLOOR: INTERIOR WALL: FLOORING 1.0 PSF GYP. BOARD 2.5 PSF PLYWOOD 2.0 PSF PLYWOOD 1.5 PSF JOIST 3.0 PSF STUD 1.5 PSF INSULATION 1.0 PSF GYP. BOARD 2.5 PSF GYP. BOARD 2.5 PSF MISC. 0.5 PSF Dead Load 10.0 PSF Dead Load 8.0 PSF Live Load 40.0 PSF O F 0 R T E° JOB SUMMARY REPORT 21164 LAURETTA.4te 01: HIGH ROOF Member Name Results Current Solution Comments Roof: Joist 1 Passed 1 Piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC Roof: Hip/Valley Beam 1 Passed 1 Piece(s) 3 1/2" x 9 1/4" 2.0E Parallam@ PSL Roof: Hip/Valley Beam 2 Passed 1 Piece(s) 3 1/2" x 9 1/4" 2.0E Parallam@ PSL Roof: Hip/Valley Beam 3 Passed 1 Piece(s) 4 x 10 Douglas Fir -Larch No. 1 RIDGE 1 Passed 1 Piece(s) 4 x 12 Douglas Fir -Larch No. 1 CB 1 Passed 1 Piece(s) 5 1/4" x 9 1/2" 2.0E Parallam@ PSL CB 2 Passed 1 Piece(s) 3 1/2" x 9 1/4" 2.0E Parallam@ PSL CB 3 Passed 1 Piece(s) 3 1/2" x 9 1/4" 2.0E Parallam@ PSL CB 4 Passed 1 Piece(s) 4 x 10 Douglas Fir -Larch No. 1 CB 5 Passed 1 Piece(s) 3 1/2" x 9 1/4" 2.0E Parallam@ PSL HDR 1 Passed 1 Piece(s) 6 x 8 Douglas Fir -Larch No. 1 HDR 2 Passed 1 Piece(s) 6 x 8 Douglas Fir -Larch No. 1 HDR 3 Passed 1 Piece(s) 6 x 8 Douglas Fir -Larch No. 1 CB 6 Passed 1 Piece(s) 3 1/2" x 9 1/4" 2.0E Parallam@ PSL HDR 4 Passed 1 Piece(s) 4 x 12 Douglas Fir -Larch No. 1 CEILING JOIST Passed 1 Piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 16" OC 02: 2ND FLOOR AND LOWER ROOF Member Name Results Current Solution Comments Floor: Joist Passed 1 Piece(s) 14" TJI@ 360 @ 16" OC FB 1 Passed 1 Piece(s) 7" x 14" 2.0E Parallam@ PSL FB 2 Passed 1 Piece(s) 3 1/2" x 14" 2.0E Parallam@ PSL FB 3 Passed 1 Piece(s) 7" x 14" 2.0E Parallam@ PSL FB 4 Passed 1 Piece(s) 5 1/2" x 24" 24F-V4 DF Glulam FB 5 Passed 1 Piece(s) 3 1/2" x 14" 2.0E Parallam@ PSL FB 6 Passed 1 Piece(s) 3 1/2" x 14" 2.0E Parallam@ PSL FB 7 Passed 1 Piece(s) 3 1/2" x 14" 2.0E Parallam@ PSL FB 8 Passed 1 Piece(s) 7" x 14" 2.0E Parallam@ PSL FB 9 Passed 1 Piece(s) 5 1/4" x 14" 2.0E Parallam@ PSL FB 10 Passed 1 Piece(s) 5 1/4" x 14" 2.0E Parallam@ PSL FB 11 Passed 1 Piece(s) 5 1/4" x 14" 2.0E Parallam@ PSL Roof: Hip/Valley Beam 4 Passed 1 Piece(s) 4 x 10 Douglas Fir -Larch No. 1 FB 12 Passed 1 Piece(s) 3 1/2" x 14" 2.0E Parallam@ PSL HDR 6 Passed 1 Piece(s) 5 1/4" x 11 7/8" 2.0E Parallam@ PSL HDR 7 Passed 1 Piece(s) 5 1/2" x 16" 24F-V4 DF Glulam HDR 8 Passed 1 Piece(s) 3 1/2" x 11 1/4" 2.0E Parallam@ PSL HDR 9 Passed 1 Piece(s) 5 1/4" x 11 7/8" 2.0E Parallam@ PSL 3: 1ST FLOOR Member Name Results Current Solution Comments Floor: Joist Passed 1 Piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 16" OC GIRDER Passed 1 Piece(s) 4 x 6 Douglas Fir -Larch No. 1 Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 1 of 38 C O R T r° MEMBER REPORT HIGH ROOF, Roof. Joist 1 r 1 G 1 piece(s) 2 x 8 Douglas Fir -Larch No. 2@ 16" OC PASSED 0 12 3.5F— 2' 6" 15' 6" 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 496 @ 2' 7 3/4" 3418 (3.50") Passed (15%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 336 @ 3' 4 7/16" 1631 Passed (21%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 1303 @ 10' 4 5/8" 1700 Passed (77%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.433 @ 10' 3 1/16" 0.526 Passed (L/437) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.759 @ 10' 3 5/16" 0.789 Passed (L/250) -- 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: ILL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' 5" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 9" o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Upward deflection on left cantilever exceeds overhang deflection criteria. Upward deflection on left cantilever exceeds 0.4". Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Beveled Plate - OF 3.50" 3.50" 1.50" 218 279 497 Blocking 2 - Beveled Plate - OF 3.50" 3.50" 1.50" 157 204 361 Blocking " Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Spacing Dead (0.90) 1 Roof Live (non -snow: 1.25) Comments 1 - Uniform (PSF) 0 to 18' 16" 15.0 20.0 Roof rhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 3.5/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 2 of 38 C O R T r ° MEMBER REPORT HIGH ROOF, Roof. Hip/Valley Beam 1 r 1 G 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL PASSED 0 12 2.47 F_ T 6 7/16" .� Overall Sloped Length: 26' 5 3/8" 16' 11 5/8" 1 4' 11 7/16" 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3846 @ 20' 6 1/16" 5315 (3.50") Passed (72%) -- 1.0 D + 1.0 Lr (Adj Spans) Shear (Ibs) 1767 @ 19' 7 1/4" 7824 Passed (23%) 1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-Ibs) -4804 @ 20' 6 1/16" 15519 Passed (31%) 1.25 1.0 D + 1.0 Lr (Adj Spans) Live Load Defl. (in) 0.179 @ 11' 7 15/16" 0.573 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.330 @ 11' 7 3/4" 0.859 Passed (L/625) -- 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 26' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 26' o/c unless detailed otherwise. -298 Ibs uplift at support 25' 5 1/2". Strapping or other restraint may be required. Supports is Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 471 471 942 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 2.53" 1756 2090 3846 None 3 - Hanger on 9 1/4" SPF beam 3.50" Hanger' 1.50" -39 236/-259 236/-298 See note ' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 2.47/12 Connector: Simpson Strong -Tie Connectors Support I Model Seat Length Top Nails Face Nails Member Nails Accessories 3 - Face Mount Hanger I Connector not found N/A N/A N/A N/A Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 25' 5 1/2" N/A 10.1 1 - Tapered (PLF) 0 to T 6 7/16" N/A 0.0 to 54.1 0.0 to 70.7 Generated from Roof Geometry 2 - Tapered (PLF) 3' 6 7/16" to 25' S N/A 0.0 to 163.4 0.0 to 219.2 Generated from Roof 1 2" Geometry 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 1 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 3 of 38 F 0 R T E ° MEMBER REPORT HIGH ROOF, Roof. Hip/Valley Beam 2 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL PASSED Overall Sloped Length: 22' 1 3/8" 0 0 12 - 2.47 F 3' 6 7/16" 17' 8 1 /8" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1889 @ 21' 2 9/16" 3281 (1.50") Passed (58%) -- 1.0 D + 1.0 Lr (Alt Spans) Shear (Ibs) 1653 @ 20' 5 1/2" 7824 Passed (21%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-Ibs) 6412 @ 13' 9 9/16" 15519 Passed (41%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.435 @ 12' 9 9/16" 0.597 Passed (L/494) 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.801 @ 12' 9 9/16" 0.895 Passed (L/268) 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: ILL. (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 21' 8" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 8" o/c unless detailed otherwise. Upward deflection on left cantilever exceeds overhang deflection criteria. Upward deflection on left cantilever exceeds 0.4". Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 631 660 1291 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50" Hanger' 1.50" 857 1033 1890 See note ' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 2.47/12 Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 21' 2 9/16' N/A 10.1 1 - Tapered (PLF) 0 to 3' 6 7/16" N/A 0.0 to 54.1 0.0 to 70.7 Generated from Roof Geometry 2 - Tapered (PLF) 3' 6 7/16" to 21' 2 N/A 0.0 to 129.8 0.0 to 176.8 Generated from Roof 9 16" Geometry 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 0 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 4 of 38 F 0 R T E ° MEMBER REPORT HIGH ROOF, Roof. Hip/Valley Beam 3 1 piece(s) 4 x 10 Douglas Fir -Larch No. 1 PASSED 0 12 2.47 F_ T 6 7/16" Overall Sloped Length: 14' 2 1/8" 9' 10 13116' AS 0 M 9 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 559 @ 13' 5 1/4" 3281 (1.50") Passed (17%) -- 1.0 D + 1.0 Lr (Alt Spans) Shear (Ibs) 431 @ 12' 8 3/16" 4856 Passed (9%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-Ibs) 1015 @ 9' 5 15/16" 6239 Passed (16%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.025 @ 8' 9 3/4" 0.332 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.043 @ 8' 10 1/4" 0.498 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 13' 9" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 9" o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 301 308 609 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50" Hanger' 1.50" 243 316 559 See note ' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 2.47/12 Connector: Simpson Strong -Tie Connectors Support I Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 13' 5 1/4" N/A 8.2 1 - Tapered (PLF) 0 to 3' 6 7/16" N/A 0.0 to 54.1 0.0 to 70.7 Generated from Roof Geometry 2 - Tapered (PLF) 3' 6 7/16" to 13' 5 N/A 0.0 to 66.1 0.0 to 99.0 Generated from Roof 1/4 Geometry Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com r SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 5 of 38 F O R T E° MEMBER REPORT HIGH ROOF, RIDGE 1 1 piece(s) 4 x 12 Douglas Fir -Larch No. PASSED I Overall Length: 4' i� 4' ■ 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1105 @ 2" 7656 (3.50") Passed (14%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 426 @ 1' 2 3/4" 5906 Passed (7%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 928 @ 2' 8459 Passed (11%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.002 @ 2' 0.122 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.003 @ 2' 0.183 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 4' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 485 620 1105 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 485 620 1105 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 4' N/A 10.0 1 - Uniform (PSF) 0 to 4' (Front) 15' 6" 15.0 20.0 Roof 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 6 of 38 F O R T E° MEMBER REPORT HIGH ROOF, CB 1 1 piece(s) 5 1/4" x 9 1/2" 2.0E Parallam® PSL PASSED Overall Length: 18' 6" o o 0 18' 6" 19 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2973 @ 18' 4" 11484 (3.50") Passed (26%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 2918 @ 175" 12053 Passed (24%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 17762 @ 12' 24482 Passed (73%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.548 @ 9' 11 11/16" 0.908 Passed (L/398) 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 1.177 @ 9' 10 7/16" 1.211 Passed (L/185) 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). Top Edge Bracing (Lu): Top compression edge must be braced at 18' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 6" o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 1080 729 1809 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 1612 1361 2973 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 18' 6" N/A 15.6 1 - Uniform (PSF) 0 to 18' 6" (Front) 7' 5.0 - CEILING Linked from: Roof: 2 - Point (lb) 12' (Front) N/A 1756 2090 Hip/Valley Beam 1, Support 2 rhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 7 of 38 F O R T E° MEMBER REPORT HIGH ROOF, CB 2 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL PASSED Overall Length: 18' 6" o o 0 18' 6" 19 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 417 @ 2" 7656 (3.50") Passed (5%) -- 1.0 D (All Spans) Shear (Ibs) 369 @ 1' 3/4" 5633 Passed (7%) 0.90 1.0 D (All Spans) Moment (Ft-Ibs) 1860 @ 9' 3" 11174 Passed (17%) 0.90 1.0 D (All Spans) Live Load Defl. (in) 0.000 @ 0 0.908 Passed 2 999+ 1.0 D (All Spans) Total Load Defl. (in) 0.246 @ 9' 3" 1.211 1 Passed (L/886) 1.0 D (All Spans) Deflection criteria: LL (L/240) and TL (L/180). Top Edge Bracing (Lu): Top compression edge must be braced at 18' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 6" o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Total 1 - Column - OF 3.50" 3.50" 1.50" 417 417 Blocking 2 - Column - OF 3.50" 3.50" 1.50" 417 417 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Comments 0 - Self Weight (PLF) 0 to 18' 6" N/A 10.1 1 - Uniform (PSF) 0 to 18' 6" (Front) 7' 5.0 CEILING 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 0/12 0 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 8 of 38 F O R T E° MEMBER REPORT HIGH ROOF, CB 3 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL PASSED Overall Length: 13' + 1 + 0 0 13• 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 836 @ 2" 7656 (3.50") Passed (11%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 825 @ 1' 3/4" 7824 Passed (11%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 5079 @ 6' 6" 15519 Passed (33%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.149 @ 6' 6" 0.422 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.275 @ 6' 6" 0.633 Passed (L/553) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: ILL. (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 13' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - OF 3.50" 3.50" 1.50" 396 440 836 Blocking 2 - Column - OF 3.50" 3.50" 1.50" 396 440 836 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 13' N/A 10.1 1 - Point (lb) 6' 6" (Front) N/A 660 880 Roof Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 l SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 9 of 38 F O R T E° MEMBER REPORT HIGH ROOF, CB 4 1 piece(s) 4 x 10 Douglas Fir -Larch No. 1 PASSED Overall Length: 5' 0 0 5' i 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2018 @ 2" 7656 (3.50") Passed (26%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 2009 @ 1' 3/4" 4856 Passed (41%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 3683 @ 2' 6239 Passed (59%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.016 @ 2' 5 5/16" 0.156 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.029 @ 2' 5 5/16" 0.233 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 905 1113 2018 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 593 720 1313 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 5' N/A 8.2 1 - Point (Ib) 2' (Front) N/A 600 800 Roof Linked from: Roof: 2 - Point (lb) 2' (Front) N/A 857 1033 Hip/Valley Beam 2, Support 2 Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 10 of 38 F O R T E° MEMBER REPORT HIGH ROOF, CB 5 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL PASSED Overall Length: 9' 6" 0 0 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1413 @ 2" 7656 (3.50") Passed (18%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 1402 @ 1' 3/4" 7824 Passed (18%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 6362 @ 4' 9" 15519 Passed (41%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.106 @ 4' 9" 0.306 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.190 @ 4' 9" 0.458 Passed (L/579) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: ILL. (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - OF 3.50" 3.50" 1.50" 633 780 1413 Blocking 2 - Column - OF 3.50" 3.50" 1.50" 633 780 1413 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 9' 6" N/A 10.1 1 - Point (lb) 4' 9" (Front) N/A 1170 1560 Roof Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 l SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 11 of 38 F O R T E° MEMBER REPORT HIGH ROOF, HDR 1 PASSED 1 piece(s) 6 x 8 Douglas Fir -Larch No. 1 Overall Length: 3' 6" 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1661 @ 2" 12031 (3.50") Passed (14%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 1339 @ 11" 5844 Passed (23%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 1825 @ 1' 6" 6446 Passed (28%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.004 @ 1' 8 13/16" 0.106 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.009 @ 1' 8 13/16" 0.158 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 3' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 6" o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 941 720 1661 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 771 604 1375 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 3' 6" N/A 10.4 1 - Uniform (PSF) 0 to 3' 6" (Front) 8' 6" 20.0 20.0 Roof 2 - Point (Ib) 1' 6" (Front) N/A 1080 729 Linked from: CB 1, Support 1 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 12 of 38 F O R T E° MEMBER REPORT HIGH ROOF, HDR 2 PASSED 1 piece(s) 6 x 8 Douglas Fir -Larch No. 1 Overall Length: 9' 6" I 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1760 @ 2" 12031 (3.50") Passed (15%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 1420 @ 11" 5844 Passed (24%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 3891 @ 4' 9" 6446 Passed (60%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.092 @ 4' 9" 0.306 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.190 @ 4' 9" 0.458 Passed (L/578) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 905 855 1760 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 905 855 1760 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 9' 6" N/A 10.4 1 - Uniform (PSF) 0 to 9' 6" (Front) 9' 20.0 20.0 Roof 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 13 of 38 F O R T E° MEMBER REPORT HIGH ROOF, HDR 3 PASSED 1 piece(s) 6 x 8 Douglas Fir -Larch No. 1 Overall Length: 5' 6" A 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1584 @ 2" 12031 (3.50") Passed (13%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 1014 @ 11" 5844 Passed (17%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 2001 @ 2' 9" 6446 Passed (31%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.014 @ 2' 8 11/16" 0.172 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.028 @ 2' 8 3/4" 0.258 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. Applicable calculations are based on NOS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 753 831 1584 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 570 569 1139 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 5' 6" N/A 10.4 1 - Uniform (PSF) 0 to 5' 6" (Front) 6' 20.0 20.0 Roof 2 - Point (lb) 6" (Front) N/A 210 300 C.B. 3 - Point (Ib) 2' 9" (Front) N/A 396 440 Linked from: CB 3, Support 2 Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 14 of 38 F O R T E° MEMBER REPORT HIGH ROOF, CB 6 1 piece(s) 3 1/2" x 9 1/4" 2.0E Parallam® PSL PASSED Overall Length: 12' 6" 0 1 1 0 j, 12'6" ■ 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1243 @ 12' 4" 7656 (3.50") Passed (16%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 1232 @ 11' 5 1/4" 7824 Passed (16%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 5556 @ 6' 15519 Passed (36%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.170 @ 6' 5 1/16" 0.406 Passed (L/860) 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.309 @ 6' 4 15/16" 0.608 Passed (L/473) 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 12' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 6" o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - OF 3.50" 3.50" 1.50" 458 526 984 Blocking 2 - Column - OF 3.50" 3.50" 1.50" 569 674 1243 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 12' 6" N/A 10.1 1 - Point (lb) 8' (Front) N/A 450 600 HIP 2 - Point (lb) 6' (Front) N/A 450 600 HIP Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 15 of 38 F O R T E° MEMBER REPORT HIGH ROOF, HDR 4 1 piece(s) 4 x 12 Douglas Fir -Larch No. PASSED A Overall Length: 6' 6' i 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1033 @ 2" 7656 (3.50") Passed (13%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 883 @ 1' 2 3/4" 5906 Passed (15%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 1651 @ 2' 8459 Passed (20%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.007 @ 2' 10 3/8" 0.189 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.012 @ 2' 10 5/16" 0.283 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 452 581 1033 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 291 395 686 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 6' N/A 10.0 1 - Uniform (PSF) 0 to 6' (Front) 7' 6" 5.0 10.0 CEILING 2 - Point (lb) 2' (Front) N/A 458 526 Linked from: CB 6, Support 1 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 16 of 38 F 0 R T E ° MEMBER REPORT HIGH ROOF, CEILING JOIST 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 16" OC PASSED Overall Length: 15' + � + o o L ■ 15, 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 150 @ 2 1/2" 3281 (3.50") Passed (5%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 135 @ 9" 1238 Passed (11%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 532 @ 7' 6" 1060 Passed (50%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.408 @ 7' 6" 0.486 Passed (L/429) 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.612 @ 7' 6" 0.729 Passed (L/286) 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Stud wall - OF 3.50" 3.50" 1.50" 50 100 150 Blocking 2 - Stud wall - OF 3.50" 3.50" 1.50" 50 100 150 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Spacing Dead (0.90) Roof Live (non -snow: 1.2s) Comments 1 - Uniform (PSF) 0 to 15, 16" 5.0 10.0 CEILING Weyerhaeuser Notes FM 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 17 of 38 C O R T r ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, Floor: Joist r 1 G 1 piece(s) 14" TJI@ 360 @ 16" OC PASSED Overall Length: 21' + + � o o 21' 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 728 @ 2 1/2" 1505 (3.50") Passed (48%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 708 @ 3 1/2" 1955 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 3672 @ 10' 6" 7335 Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.343 @ 10' 6" 0.515 Passed (L/721) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.445 @ 10' 6" 1.029 Passed (L/555) 1.0 D + 1.0 L (All Spans) TJ-PrOT" Rating 42 40 Passed • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5' 4" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' o/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'"' Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProTM Rating include: None Supports Bearing I Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - DF 3.50" 3.50" 1.75" 168 560 728 Blocking 2 - Stud wall - DF 3.50" 3.50" 1.75" 168 560 728 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Loads Location (Side) Spacing (0.90) (1.00) Comments 1 - Uniform (PSF) 0 to 21' 16" 12.0 40.0 Residential - Living Areas Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 18 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 1 1 piece(s) 7" x 14" 2.0E Parallam® PSL PASSED Overall Length: 20' 6" 1 1 1 20' 6" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 7969 @ 20' 3/4" 7969 (1.82") Passed (100%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 7253 @ 18' 10 3/4" 23683 Passed (31%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 42205 @ 11' 67905 Passed (62%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.382 @ 10' 4 3/8" 0.494 Passed (L/621) 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.943 @ 10' 3 7/8" 0.988 Passed (L/251) 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 20' 1" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 1" o/c unless detailed otherwise. Member should be side -loaded from both sides of the member to prevent rotation. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 5.25" 5.25" 1.67" 4471 2825 7296 Blocking 2 - Hanger on 14" OF beam 5.25" Hangers 1.82" 4850 3374 8224 See note 1 • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger HGUS7.25/10 4.00" N/A 46-16d 16-16d None Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 20' 3/4" N/A 30.7 1 - Uniform (PLF) 0 to 20' 6" (Front) N/A 128.0 - EXT WALL 2 - Uniform (PSF) 0 to 20' 6" (Front) 9' 15.0 20.0 HIGH ROOF 3 - Uniform (PSF) 5' to 20' 6" (Front) 3' 6" 20.0 20.0 4 - Uniform (PSF) 0 to 5' (Front) 1' 20.0 20.0 5 - Point (Ib) 11' (Front) N/A 941 720 Linked from: HDR 1, Support 1 6 - Point (Ib) 14' 6" (Front) N/A 771 604 Linked from: HDR 1, Support 2 7 - Point (Ib) 4' (Front) N/A 417 - Linked from: CB 2, Support 1 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 1 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 19 of 38 F O R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 2 1 piece(s) 3 1/2" x 14" 2.0E Parallam® PSL PASSED Overall Length: 18' 0 0 9' 9' �f 0 � 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 6395 @ 9' 7656 (3.50") Passed (84%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 2446 @ 10' 3 3/4" 11842 Passed (21%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) -5610 @ 9' 33952 Passed (17%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.016 @ 13' 9 11/16" 0.221 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.037 @ 13' 11 7/16" 0.442 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 17' 9" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 9" o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Hanger on 14" OF beam 3.50" Hanger' 1.50" 1282 841 2123 See note ' 2 - Column - DF 3.50" 3.50" 2.92" 3983 2412 6395 Blocking 3 - Beam - DF 3.50" 3.50" 1.50" 1270 827 2097 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Connector: Simpson Strong -Tie Connectors Support I Model Seat Length Top Nam Face Nails Member Nails Accessories 1 - Face Mount Hanger I LUS410 2.00" N/A 8-16d 6-16d None Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 3 1/2" to 18' N/A 15.3 1 - Uniform (PLF) 0 to 18' (Front) N/A 128.0 - EXT WALL 2 - Uniform (PSF) 0 to 18' (Front) 9' 20.0 20.0 HIGH ROOF 3 - Uniform (PSF) 0 to 18' (Front) 2' 20.0 20.0 LOWER ROOF Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 1 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 20 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 3 1 piece(s) 7" x 14" 2.0E Parallam® PSL PASSED Overall Length: 15' 6" 0 1 0 0 15' 6" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 8338 @ 15' 4" 15313 (3.50") Passed (54%) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (Ibs) 6663 @ 14' 1/2" 18947 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 45622 @ 7' 67905 Passed (67%) 1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in) 0.241 @ 7' 10 1/16" 0.379 Passed (L/756) 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.558 @ 7' 8 3/4" 0.758 Passed (L/326) 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: ILL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 15' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 6" o/c unless detailed otherwise. Member should be side -loaded from both sides of the member to prevent rotation. Supports PP Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - DF 3.50" 3.50" 1.55" 4019 1374 2316 7709 Blocking 2 - Column - DF 3.50" 3.50" 1.91" 4118 3726 1899 9743 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non-snow:1.25) Comments 0 - Self Weight (PLF) 0 to 15' 6" N/A 30.7 1 - Uniform (PSF) 7' to 15' 6" (Front) 15' 12.0 40.0 - Residential - Living Areas 2 - Point (Ib) 7' (Front) N/A 4850 - 3374 Linked from: FB 1, Support 2 3 - Point (Ib) 7' (Front) N/A 1282 - 841 Linked from: FB 2, Support 1 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 21 of 38 F 0 R T E ° MEMBER REPOR- 2ND FLOOR AND LOWER ROOF, FB 4 1 piece(s) 5 1/2" x 24" 24F-V4 DF Glulam PASSED Overall Length: 21' 6" 0 0 21' 6" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 8563 @ 21' 2 1/2" 8563 (2.40") Passed (100%) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (Ibs) 7060 @ 19' 2 1/2" 29150 Passed (24%) 1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Pos Moment (Ft-Ibs) 46987 @ 11' 11 3/4" 122269 Passed (38%) 1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in) 0.129 @ 10' 11 9/16" 0.526 Passed (U999+) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.310 @ 10' 11 1/16" 1.052 Passed (U815) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 21' 3" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 3" o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 0.93 that was calculated using length L = 21' 1/2". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NOS. Supports Pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - OF 3.50" 3.50" 1.52" 3209 637 2233 6079 Blocking 2 - Hanger on 24" GLB beam 3.50" Hanger' 2.40" 5009 1613 3294 9916 See note ' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 21' 2 1/2" N/A 32.1 1 - Uniform (PSF) 9' to 21' 6" (Front) 4' 6" 12.0 40.0 Residential - Living Areas 2 - Uniform (PLF) 9' to 21' 6" (Front) N/A 128.0 - EXT WALL 3 - Uniform (PSF) 12' to 21' 6" Front 56" 20.0 20.0 LOWER ROOF 4 - Uniform (PSF) 9' to 21' 6" (Front) 7' 15.0 20.0 HIGH ROOF 5 - Point (lb) 5' (Front) N/A 195 260 CB Linked from: Roof: 6 - Point (lb) 9' (Front) N/A 631 660 Hip/Valley Beam 2, Support 1 7 - Point (lb) 9' (Front) N/A 1270 827 Linked from: FB 2, Support 3 Linked from: Roof: 8 - Point (lb) 12' (Front) N/A 857 1033 Hip/Valley Beam 2, Support 2 Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 22 of 38 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com 0 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 23 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 5 1 piece(s) 3 1/2" x 14" 2.0E Parallam® PSL PASSED Overall Length: 9' 6" A 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3035 @ 2" 7656 (3.50") Passed (40%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 2990 @ 1' 5 1/2" 11842 Passed (25%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 9582 @ 6' 33952 Passed (28%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.053 @ 4' 10 9/16" 0.229 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 1 0.101 @ 4' 10 1/2" 0.458 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c unless detailed otherwise. Supports pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 1457 253 1578 3288 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 1411 253 1521 3185 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 9' 6" N/A 15.3 1 - Uniform (PSF) 0 to 9' 6" (Front) 1' 4" 12.0 40.0 - Residential - Living Areas Linked from: Roof: 2 - Point (lb) 2' (Front) N/A 857 - 1033 Hip/Valley Beam 2, Support 2 Linked from: Roof: 3 - Point (lb) 6' (Front) N/A 857 - 1033 Hip/Valley Beam 2, Support 2 Linked from: Roof: 4 - Point (lb) 6' (Front) N/A 857 - 1033 Hip/Valley Beam 2, Support 2 Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 24 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 6 1 piece(s) 3 1/2" x 14" 2.0E Parallam® PSL PASSED Overall Length: 21' 0 21' 19 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3860 @ 20' 10" 7656 (3.50") Passed (50%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 3022 @ 19' 6 1/2" 11842 Passed (26%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 9627 @ 16' 6" 33952 Passed (28%) 1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in) 0.232 @ 11' 2 5/8" 0.517 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.452 @ 11' 3 114" 1.033 Passed (L/549) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: ILL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 21' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' o/c unless detailed otherwise. Supports pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 555 560 278 1393 Blocking 2 - Column - DF 3.50" 3.50" 1.76" 1912 560 1948 4420 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 21' N/A 15.3 1 - Uniform (PSF) 0 to 21' (Front) 1' 4" 12.0 40.0 - Residential - Living Areas 2 - Point (lb) 16' 6" (Front) N/A 905 - 1113 Linked from: CB 4, Support 1 3 - Point (lb) 20' (Front) N/A 905 - 1113 Linked from: CB 4, Support 1 Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 25 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 7 1 piece(s) 3 1/2" x 14" 2.0E Parallam® PSL PASSED Overall Length: 12' 6" L I 12'6" 9 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2325 @ 3 1/2" 3281 (1.50") Passed (71%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 1870 @ 1' 5 1/2" 11842 Passed (16%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 6928 @ 6' 3" 33952 Passed (20%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.042 @ 6' 3" 0.298 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 1 0.127 @ 6' 3" 0.596 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 11' 11" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 11" o/c unless detailed otherwise. Supports PP Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Hanger on 14" OF beam 3.50" Hanger' 1.50" 1622 250 813 2685 See note 1 2 - Hanger on 14" OF beam 3.50" Hanger' 1.50" 1622 250 813 2685 See note' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger LUS414 2.00" N/A 10-16d 6-16d None 2 - Face Mount Hanger LUS414 2.00" N/A 10-16d 6-16d None Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 3 1/2" to 12' 2 1/2" N/A 15.3 1 -Uniform (PSF) 0 to 12' 6" (Front) 1' 12.0 40.0 Residential - LivingAreas 2 - Uniform (PLF) 0 to 12' 6" (Front) N/A 128.0 - EXT WALL 3 - Uniform (PSF) 0 to 12' 6" (Front) 5' 15.0 20.0 HIGH ROOF 4 - Uniform (PSF) 0 to 12' 6" (Front) 1' 6" 20.0 - 20.0 LOWER ROOF 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 1 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 26 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 8 1 piece(s) 7" x 14" 2.0E Parallam® PSL PASSED Overall Length: 23' 0 1 1 1 1 11 l 0 �. 2' 21' 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 6263 @ 22' 10" 15313 (3.50") Passed (41%) -- 1.0 D + 1.0 Lr (Alt Spans) Shear (Ibs) 5679 @ 21' 6 1/2" 23683 Passed (24%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-Ibs) 33806 @ 14' 67905 Passed (50%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.365 @ 13' 7/16" 0.515 Passed (L/677) 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.739 @ 13' 3/4" 1.031 Passed (L/335) 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: ILL. (L/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 23' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 23' o/c unless detailed otherwise. Member should be side -loaded from both sides of the member to prevent rotation. Supports pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - OF 5.25" 5.25" 1.81" 4799 951 3118 8868 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 3158 559/-33 3104 6821/-33 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 23' N/A 30.7 1 - Uniform (PSF) 0 to 23' (Front) 1' 4" 12.0 40.0 - Residential - Living Areas 2 - Point (Ib) 6' 6" (Front) N/A 255 - 340 CB 3 - Point (Ib) 15' (Front) N/A 1095 1460 HIP 4 - Point (Ib) 5' (Front) N/A 417 - - Linked from: CB 2, Support 2 5 - Point (Ib) 8' 6" (Front) N/A 396 - 440 Linked from: CB 3, Support 1 6 - Point (Ib) 14' (Front) N/A 1612 - 1361 Linked from: CB 1, Support 2 7 - Point (Ib) 22' (Front) N/A 593 - 720 Linked from: CB 4, Support 2 8 - Point (Ib) 19' (Front) N/A 593 - 720 Linked from: CB 4, Support 2 9 - Point (Ib) 0 (Front) N/A 1622 250 813 Linked from: FB 7, Support 1 Linked from: Roof: 10 - Point (Ib) 0 (Front) N/A 301 - 308 Hip/Valley Beam 3, Support 1 Weyerhaeuser Notes _W 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO l SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 27 of 38 e MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 9 F R T E 1 piece(s) 5 1/4" x 14" 2.0E Parallam® PSL PASSED Overall Length: 15' 1 1 l 0 0 2' 13' E 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 8826 @ 2' 2 5/8" 17227 (5.25") Passed (51%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 4261 @ T 7 1/4" 17763 Passed (24%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 10892 @ 9' 3 15/16" 50928 Passed (21%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.068 @ 8' 7 1/16" 0.315 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.150 @ 8' 9 1/16" 0.631 Passed (L/999+) -- 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 15' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - OF 5.25" 5.25" 2.69" 5520 294 3306 9120 Blocking 2 - Column - OF 3.50" 3.50" 1.50" 2470 -44 1780 4250/-44 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 15, N/A 23.0 1 - Uniform (PLF) 0 to 15' (Front) N/A 128.0 - EXT WALL 2 - Uniform (PSF) 0 to 15' (Front) 5' 20.0 20.0 LOWER ROOF 3 - Uniform (PSF) 0 to 6' (Front) 6' 20.0 20.0 HIGH ROOF 4 - Uniform (PSF) IV 6" to 15' 8' 20.0 - 20.0 HIGH ROOF Front 5 - Point (Ib) 6' (Front) N/A 753 - 831 Linked from: HDR 3, Support 1 6 - Point (Ib) 11' 6" (Front) N/A 570 - 569 Linked from: HDR 3, Support 2 7 - Point (lb) 0 (Front) N/A 1622 250 813 Linked from: FB 7, Support 2 Weyerhaeuser Notes W 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO 0 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 28 of 38 ° MEMBER REPOR- 2ND FLOOR AND LOWER ROOF, FB 10 F R T E 1 piece(s) 5 1/4" x 14" 2.0E Parallam® PSL PASSED Overall Length: 13' 6" v 13' 6• 9 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4245 @ 13' 2 1/2" 4922 (1.50") Passed (86%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 3485 @ 12' 1/2" 17763 Passed (20%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 13840 @ 6' 8 1/4" 50928 Passed (27%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.076 @ 6' 8 1/4" 0.326 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 1 0.198 @ 6' 8 1/4" 0.652 Passed (L/790) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 13' 3" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 3" o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - OF 3.50" 3.50" 1.50" 2682 1672 4354 Blocking 2 - Hanger on 14" OF beam 3.50" Hanger' 1.50" 2725 1703 4428 See note' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger HU614 2.50" N/A 24-16d 12-16d None Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to IT 2 1/2" N/A 23.0 1 - Uniform (PLF) 0 to 13' 6" (Front) N/A 128.0 - EXT WALL 2 - Uniform (PSF) 0 to 13' 6" (Front) 3' 20.0 20.0 LOWER ROOF 3 - Uniform (PSF) 0 to 13' 6" (Front) 9' 6" 20.0 20.0 HIGH ROOF 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 1 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 29 of 38 ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 11 F R T E 1 piece(s) 5 1/4" x 14" 2.0E Parallam® PSL PASSED Overall Length: 16' 6" + Mill I� 1 III. 0 16' 6" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 7183 @ 16' 4" 11484 (3.50") Passed (63%) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (Ibs) 5775 @ 15' 1/2" 14210 Passed (41%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 19995 @ 8' 9 9/16" 40743 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.246 @ 8' 4 3/8" 0.404 Passed (L/788) 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.437 @ 8' 6" 0.808 Passed (L/444) 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: ILL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 16' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 6" o/c unless detailed otherwise. Supports pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 1696 3164 499 5359 Blocking 2 - Column - DF 3.50" 3.50" 2.19" 3763 2576 1984 8323 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 16' 6" N/A 23.0 1 - Uniform (PSF) 0 to 8' (Front) 10' 6" 12.0 40.0 _ Residential - Living Areas 2 - Uniform (PSF) 8' to 16' 6" (Front) 7' 12.0 40.0 _ Residential - Living Areas 3 - Point (lb) 10' (Front) N/A 633 - 780 Linked from: CB 5, Support 1 4 - Point (lb) 14' 6" (Front) N/A 2725 - 1703 Linked from: FB 10, Support 2 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 30 of 38 C O R T r ° MEMBER REPOR- 2ND FLOOR AND LOWER ROOF, Roof. Hip/Valley Beam 4 r 1 G 1 piece(s) 4 x 10 Douglas Fir -Larch No. 1 PASSED 0 12 2.47 F- 3' 6 7/16" Overall Sloped Length: 20' 8 1 /16" 16' 3 3/16" 0 1 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1582 @ 19' 9 5/8" 3281 (1.50") Passed (48%) -- 1.0 D + 1.0 Lr (Alt Spans) Shear (Ibs) 1366 @ 19' 9/16" 4856 Passed (28%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-Ibs) 4919 @ 13' 1/16" 6239 Passed (79%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.326 @ 12' 3/4" 0.549 Passed (L/607) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.592 @ 12' 3/4" 0.823 Passed (L/333) -- 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 20' 3" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 20' 3" o/c unless detailed otherwise. Upward deflection on left cantilever exceeds overhang deflection criteria. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 539 580 1119 Blocking 2 - Hanger on 9 1/4" SPF beam 3.50" Hanger' 1.50" 709 873 1582 See note • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO Member Pitch: 2.47/12 Connector: Simpson Strong -Tie Connectors Support I Model Seat Length Top Nails Face Nails Member Nails Accessories 2 - Face Mount Hanger Connector not found N/A N/A N/A N/A Tributary Dead Roof Live Loads Location (Side) Width (0.90) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 19' 9 5/8" N/A 8.2 1 - Tapered (PLF) 0 to 3' 6 7/16" N/A 0.0 to 54.1 0.0 to 70.7 Generated from Roof Geometry 2 - Tapered (PLF) 3' 6 7/16" to 19' 9 N/A 0.0 to 118.6 0.0 to 162.6 Generated from Roof 9 16" Geometry 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com 0 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 31 of 38 F 0 R T E ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 12 1 piece(s) 3 1/2" x 14" 2.0E Parallam® PSL PASSED Overall Length: 12' 6" i 12. 6" i 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4117 @ 2" 7656 (3.50") Passed (54%) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (Ibs) 3095 @ 1' S 1/2" 9473 Passed (33%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 12350 @ 6' 3" 27162 Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.118 @ 6' 3" 0.304 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.244 @ 6' 3" 0.608 Passed (L/599) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: ILL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 12' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 6" o/c unless detailed otherwise. Supports pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - OF 3.50" 3.50" 1.88" 2107 1875 805 4787 Blocking 2 - Column - OF 3.50" 3.50" 1.88" 2107 1875 805 4787 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 12' 6" N/A 15.3 1 - Uniform (PSF) 0 to 12' 6" (Front) 7' 6" 12.0 40.0 _ Residential - Living Areas 2 - Uniform (PLF) 0 to 12' 6" (Front) N/A 128.0 - EXT WALL 3 - Uniform (PSF) 0 to 12' 6" (Front) 1 5' 15.0 1 20.0 HIGH ROOF 4 - Point (lb) 6' 3" (Front) I N/A 1 360 1 360 RIDGE rhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 32 of 38 ° MEMBER REPOR- 2ND FLOOR AND LOWER ROOF, HDR 6 F R T E 1 piece(s) 5 1/4" x it 7/8" 2.0E Parallam® PSL PASSED 0 2' Overall Length: 24' 21' 0 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2763 @ 2' 1 3/4" 11484 (3.50") Passed (24%) -- 1.0 D + 1.0 Lr (Adj Spans) Shear (Ibs) 2042 @ 3' 3 3/8" 15066 Passed (14%) 1.25 1.0 D + 1.0 Lr (Adj Spans) Moment (Ft-Ibs) 11516 @ 12' 6 3/4" 37317 Passed (31%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) 0.288 @ 12' 6 3/16" 0.690 Passed (L/864) 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.626 @ 12' 6 1/4" 1.035 Passed (L/397) 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: ILL (L/360) and TL (L/240). Overhang deflection criteria: LL (2L/360) and TL (2L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 24' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 24' o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - OF 3.50" 3.50" 1.50" 1503 1260 2763 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 1365 1148 2513 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 24' N/A 19.5 1 - Uniform (PSF) 0 to 24' (Front) 5' 20.0 20.0 ROOF Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 33 of 38 F 0 R T E ° MEMBER REPOR- 2ND FLOOR AND LOWER ROOF, HDR 7 1 piece(s) 5 1/2" x 16" 24F-V4 DF Glulam PASSED Overall Length: 17' 6" 0 1 1 0 17' 6" 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 17054 @ 172" 19663 (5.50") Passed (87%) -- 1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (Ibs) 7107 @ 15' 8 1/2" 15547 Passed (46%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 34605 @ 9' 1 15/16" 46294 Passed (75%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.293 @ 8' 10 1/16" 0.561 Passed (L/689) 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in) 0.572 @ 8' 10 1/8" 0.842 Passed (L/353) 1.0 D + 0.75 L + 0.75 Lr (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 17' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' 6" o/c unless detailed otherwise. Critical positive moment adjusted by a volume factor of 0.99 that was calculated using length L = 16' 10". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NOS. Supports Pp Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - OF 5.50" 5.50" 2.47" 4295 3840 2208 10343 Blocking 2 - Column - OF 5.50" 5.50" 4.77" 9247 5021 5388 19656 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Corn e 0 - Self Weight (PLF) 0 to 17' 6" N/A 21.4 1 - Uniform (PSF) 0 to 17' 6" (Front) 10' 6" 12.0 40.0 _ Residential - Living Areas 2 - Uniform (PLF) 0 to 17' 6" (Front) N/A 128.0 - EXT WALL 3 - Uniform (PSF) 0 to 17' 6" (Front) 9' 6" 15.0 20.0 HIGH ROOF 4 - Uniform (PSF) 0 to 17' 6" (Front) 2' 6" 20.0 - 20.0 LOWER ROOF 5 - Point (Ib) 12' 6" (Front) N/A 555 560 278 Linked from: FB 6, Support 1 6 - Point (Ib) 17' (Front) N/A 4799 951 3118 Linked from: FB 8, Support 1 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASO 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 34 of 38 ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, HDR 8 F R T E 1 piece(s) 3 1/2" x 11 1/4" 2.0E Parallam® PSL PASSED 0 Overall Length: 17' 17' 0 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2994 @ 2" 7656 (3.50") Passed (39%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 2561 @ 1' 2 3/4" 9516 Passed (27%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 12232 @ 8' 6" 22463 Passed (54%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.373 @ 8' 6" 0.556 Passed (L/537) 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.772 @ 8' 6" 0.833 Passed (L/259) 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 17' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 17' o/c unless detailed otherwise. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Roof Live Total 1 - Column - DF 3.50" 3.50" 1.50" 1549 1445 2994 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 1549 1445 2994 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 17' N/A 12.3 1 - Uniform (PSF) 0 to 17' (Front) 8' 6" 20.0 20.0 Roof Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch: 0/12 l SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 35 of 38 ° MEMBER REPORT 2ND FLOOR AND LOWER ROOF, HDR 9 F R T E 1 piece(s) 5 1/4" x it 7/8" 2.0E Parallam® PSL PASSED Overall Length: 9' 6" 9' 6" 0 9 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 7449 @ 4" 18047 (5.50") Passed (41%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 7299 @ 1' 5 3/8" 15066 Passed (48%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 19404 @ 3' 37317 Passed (52%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.075 @ 4' 0.294 Passed (L/999+) -- 1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.187 @ 4' 0.442 Passed (L/567) -- 1.0 D + 1.0 Lr (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 9' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 9' 6" o/c unless detailed otherwise. Supports PP Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Roof Live Total 1 - Column - OF 5.50" 5.50" 2.27" 4610 933 2839 8382 Blocking 2 - Column - OF 5.50" 5.50" 1.51" 2773 201 2174 5148 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live Loads Location (Side) Width (0.90) (1.00) (non -snow: 1.25) Comments 0 - Self Weight (PLF) 0 to 9' 6" N/A 19.5 1 - Uniform (PSF) 0 to 3' (Front) 7' 12.0 40.0 - Residential - Living Areas 2 - Point (lb) 3' (Front) N/A 5520 294 3306 Linked from: FB 9, Support 1 Linked from: Roof: 3 - Point (lb) 8' (Front) N/A 857 - 1033 Hip/Valley Beam 2, Support 2 4 - Point (lb) 4' (Front) N/A 569 - 674 Linked from: CB 6, Support 2 Weyerhaeuser 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmaii.com System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 36 of 38 C O R T r ° MEMBER REPORT 1ST FLOOR, Floor: Joist r 1 G 1 piece(s) 2 x 6 Douglas Fir -Larch No. 2@ 16" OC PASSED Overall Length: 8' 8' I 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 277 @ 2 1/2" 3281 (3.50") Passed (8%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 225 @ 9" 990 Passed (23%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 498 @ 4' 848 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.119 @ 4' 0.190 Passed (L/763) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.155 @ 4' 0.379 Passed (L/587) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating N/A N/A • Deflection criteria: LL (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' o/c unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. No composite action between deck and joist was considered in analysis. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - OF 3.50" 3.50" 1.50" 64 213 277 Blocking 2 - Stud wall - OF 3.50" 3.50" 1.50" 64 213 277 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Loads Location (Side) Spacing (0.90) (1.00) Comments 1 - Uniform (PSF) 0 to 8' 16" 12.0 40.0 Residential - Living Areas 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD 4 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 37 of 38 F O R T E° MEMBER REPORT 1ST FLOOR, GIRDER 1 piece(s) 4 x 6 Douglas Fir -Larch No. 1 PASSED I Overall Length: 6' 6' i 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.; Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1263 @ 2" 7656 (3.50") Passed (16%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 947 @ 9" 2310 Passed (41%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1689 @ 3' 1912 Passed (88%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.090 @ 3' 0.189 Passed (L/756) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.118 @ 3' 0.283 Passed (L/574) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 6' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' o/c unless detailed otherwise. Applicable calculations are based on NDS. Supports Bearing Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Total 1 - Column - DF 3.50" 3.50" 1.50" 303 960 1263 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 303 960 1263 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Loads Location (Side) Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 6' N/A 4.9 1 - Uniform (PSF) 0 to 6' (Front) 8' 12.0 40.0 Residential - Living Areas 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator I Job Notes Yu Jar chen company (510)687-0939 yujarchen@hotmail.com System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD (0 SUSTAINABLE FORESTRY INITIATIVE 1/18/2019 4:01:08 PM Forte v5.4, Design Engine: V7.1.1.3 21164 LAURETTA.4te Page 38 of 38 L1 21164 LAURETTA DRIVE CUPERTINO, CA C.B.0 (2016 EDITION) EARTHQUAKE DESIGN CRITERIA The seismic design parameters for the site per Chapter 16 of the California Building Code (2016 Edition) are follows: Latitude: 37.327201 (degree); Longitude:-122.044571 (degree) Site Class = D Short Term Spectral Response Parameter Ss=1.89 g Design Short Term Spectral Response Parameter SDs=1.26 g 1 Second Spectral Response Parameter S1=0.716 g 1 Second Design Spectral Response Parameter SDI=0.716 g V=CsxWt Cs = (Sds/(R/I)) x 0.7 = 0.13 g R = 6.5 I = 1.0 Working Stress = 0.7 2nd F1 = 0.13 x 1.5 = 0.2 g SECOND FLOOR SHEAR LAYOUT B 5.5 ------ L2A Eel `- FIRST FLOOR SHEAR LAYOUT 1-213 A.5 n n n E.5 AB. (ap��32• o c. _ 4•_8• AB. 0'[ 32• o 4• A.B. 0 32. O.C. 10• �fFJ _ _ 4x8 GIRDER e' O O - J 4x8 GIRDER - AB. Orr 48. O.C. b9'-8• _ 4x8 fRROER 2.5 4x8 (#ROER 4x8 GIRDER — �0 11 1•_g•* 424' AB, O 48. O.C. IIO _ IB• O.C. 12'-8• v O d V ' C — 4x6 GIRDER j CONTROL JOINT �4x6 GIRDER 9>-1 73. /> J I I _ V 4x8 GIRDER F O 4 WALL -FRAME ENT RE WALL S.,m6 sr � I A C F LATERAL LOAD AT HIGH ROOF: ROOF WEIGHT: 20.00 PSF WALL WEIGHT: 10.00 PSF TOTAL WEIGHT: 30.00 PSF SEISMIC FACTOR: 0.210 SEISMIC LOAD: 6.3 PSF ROOF AREA: 1400.00 SQ. FT. TOTAL SEIS. LOAD: 8820.00 LB WIND FORCE: 15.00 PSF TRIBUTARY AREA: 348.00 SQ. FT. TOTAL WIND LOAD: 5220.00 LB DESIGN FORCE: 8820.00 LB UNIT FORCE: 6.3 PSF LATERAL LOAD AT FLOOR: FLOOR WEIGHT: 10.00 PSF WALL WEIGHT: 20.00 PSF TOTAL WEIGHT: 30.00 PSF SEISMIC FACTOR: 0.140 SEISMIC LOAD: 4.20 PSF FLOOR AREA 2700.00 SQ. FT. FLOOR SEIS. LOAD: 11340.00 LB TOTAL SEIS. LOAD: 20160 LB WIND FORCE: 15.00 PSF TRIBUTARY AREA: 545.00 SQ. FT. FLOOR WIND LOAD: 8175.00 LB TOTAL WIND LOAD: 13395.00 LB DESIGN FORCE: 20160 LB UNIT FORCE: 10.50 PSF L3 UPPER FLR SHEAR WALL DESIGN: SHEAR WALL LINE: 1 & 2 UNIT FORCE: 6.30 PSF TRIBUTARY AREA: 500.00 SQ. FT. TRIBUTARY LATERAL FORCE: 3150.00 LB WALL HEIGHT: 8.50 FEET TOTAL WALL LENGTH: 31.50 FEET NET WALL LENGTH 2O.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 78.75 PLF UP -LIFT FORCE: -992.50 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: NOT REQUIRED SHEAR WALL LINE: 3 UNIT FORCE: 6.30 PSF TRIBUTARY AREA: 500.00 SQ. FT. TRIBUTARY LATERAL FORCE: 3150.00 LB WALL HEIGHT: 8.50 FEET TOTAL WALL LENGTH: 19.00 FEET SHORT WALL LENGTH 19.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 165.79 PLF UP -LIFT FORCE: 554.21 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: MST 37 OR HDU 2 SHEAR WALL LINE: 5 & 5.5 UNIT FORCE: 6.30 PSF TRIBUTARY AREA: 400.00 SQ. FT. TRIBUTARY LATERAL FORCE: 2520.00 LB WALL HEIGHT: 8.50 FEET TOTAL WALL LENGTH: 25.00 FEET NET WALL LENGTH 11.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 114.55 PLF UP -LIFT FORCE: -696.60 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: NOT REQUIRED SHEAR WALL LINE: B UNIT FORCE: 6.30 PSF TRIBUTARY AREA: 500.00 SQ. FT. TRIBUTARY LATERAL FORCE: 3150.00 LB WALL HEIGHT: 8.50 FEET TOTAL WALL LENGTH: 35.50 FEET NET WALL LENGTH 24.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 65.63 PLF UP -LIFT FORCE: -1220.39 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: NOT REQUIRED L4 SHEAR WALL LINE: UNIT FORCE: TRIBUTARY AREA: TRIBUTARY LATERAL FORCE: WALL HEIGHT: TOTAL WALL LENGTH: SHORT WALL LENGTH GRAVITY LOAD ON THE WALL: LINEAR SHEAR: UP -LIFT FORCE: SHEAR WALL TYPE: HOLDOWN REQUIRED: SHEAR WALL LINE: UNIT FORCE: TRIBUTARY AREA: TRIBUTARY LATERAL FORCE: WALL HEIGHT: TOTAL WALL LENGTH: SHORT WALL LENGTH GRAVITY LOAD ON THE WALL: LINEAR SHEAR: UP -LIFT FORCE: SHEAR WALL TYPE: HOLDOWN REQUIRED: SHEAR WALL LINE: UNIT FORCE: TRIBUTARY AREA: TRIBUTARY LATERAL FORCE: WALL HEIGHT: TOTAL WALL LENGTH: SHORT WALL LENGTH GRAVITY LOAD ON THE WALL LINEAR SHEAR: UP -LIFT FORCE: SHEAR WALL TYPE: HOLDOWN REQUIRED: SHEAR WALL LINE: UNIT FORCE: TRIBUTARY AREA: TRIBUTARY LATERAL FORCE: WALL HEIGHT: TOTAL WALL LENGTH: NET WALL LENGTH GRAVITY LOAD ON THE WALL LINEAR SHEAR: UP -LIFT FORCE: SHEAR WALL TYPE: HOLDOWN REQUIRED: C.5 6.30 PSF 400.00 SQ. FT. 2520.00 LB 8.50 FEET 16.00 FEET 16.00 FEET 150.00 PLF 157.50 PLF 618.75 LB 1 MST 37 OR HDU 2 D 6.30 PSF 200.00 SQ. FT. 1260.00 LB 8.50 FEET 6.50 FEET 6.50 FEET 150.00 PLF 193.85 PLF 1355.19 LB 1 MST 37 OR HDU 2 D.5 6.30 PSF 200.00 SQ. FT. 1260.00 LB 8.50 FEET 8.50 FEET 8.50 FEET 150.00 PLF 148.24 PLF 877.50 LB 1 MST 37 OR HDU 2 E 6.30 PSF 100.00 SQ. FT. 630.00 LB 8.50 FEET 9.50 FEET 4.50 FEET 150.00 PLF 70.00 PLF -145.66 LB 1 NOT REQUIRED L5 LOWER FLR SHEAR WALL SHEAR WALL LINE: 2 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 850.00 SQ. FT. FORCE FROM ABOVE 3150.00 LB TRIBUTARY LATERAL FORCE: 6720.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 18.50 FEET SHORT WALL 4.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 363.24 PLF UP -LIFT FORCE: 3452.43 LB SHEAR WALL TYPE: 2 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: 2.5 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 400.00 SQ. FT. FORCE FROM ABOVE 0.00 LB TRIBUTARY LATERAL FORCE: 1680.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 9.50 FEET SHORT WALL 9.50 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 176.84 PLF UP -LIFT FORCE: 1340.92 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: 3 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 250.00 SQ. FT. FORCE FROM ABOVE 3150.00 LB TRIBUTARY LATERAL FORCE: 4200.00 LB WALL HEIGHT: 10.00 FEET SHEAR WALL TYPE: (2) SSW21X10 CAPACITY 6090.00 LB HOLDOWN REQUIRED: 1" A.B. SHEAR WALL LINE: 4 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 400.00 SQ. FT. FORCE FROM ABOVE 1260.00 LB TRIBUTARY LATERAL FORCE: 2940.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 24.00 FEET SHORT WALL 24.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 122.50 PLF UP -LIFT FORCE: 145.00 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 L6 SHEAR WALL LINE: 5 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 250.00 SQ. FT. FORCE FROM ABOVE 1260.00 LB TRIBUTARY LATERAL FORCE: 2310.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 12.50 FEET SHORT WALL 12.50 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 184.80 PLF UP -LIFT FORCE: 1285.50 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: 6 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 300.00 SQ. FT. FORCE FROM ABOVE 0.00 LB TRIBUTARY LATERAL FORCE: 1260.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 13.00 FEET NET WALL LENGTH 6.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 96.92 PLF UP -LIFT FORCE: 699.23 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: 7 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 250.00 SQ. FT. FORCE FROM ABOVE 0.00 LB TRIBUTARY LATERAL FORCE: 1050.00 LB WALL HEIGHT: 8.00 FEET SHEAR WALL TYPE: (2) SW16X8-PORTAL CAPACITY 2350.00 LB HOLDOWN REQUIRED: SSTB28 SHEAR WALL LINE: A UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 250.00 SQ. FT. FORCE FROM ABOVE 0.00 LB TRIBUTARY LATERAL FORCE: 1050.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 13.00 FEET SHORT WALL 13.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 80.77 PLF UP -LIFT FORCE: 222.69 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 L7 SHEAR WALL LINE: A.5 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 600.00 SQ. FT. FORCE FROM ABOVE 3150.00 LB TRIBUTARY LATERAL FORCE: 5670.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 19.00 FEET NET WALL LENGTH 12.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 298.42 PLF UP -LIFT FORCE: 2444.21 LB SHEAR WALL TYPE: 2 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: C UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 450.00 SQ. FT. FORCE FROM ABOVE 0.00 LB TRIBUTARY LATERAL FORCE: 1890.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 11.00 FEET SHORT WALL 11.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 171.82 PLF UP -LIFT FORCE: 1223.18 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: D UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 950.00 SQ. FT. FORCE FROM ABOVE 5040.00 LB TRIBUTARY LATERAL FORCE: 9030.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 24.00 FEET SHORT WALL 8.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 376.25 PLF UP -LIFT FORCE: 3402.50 LB SHEAR WALL TYPE: 3 HOLDOWN REQUIRED: HDU 5 SHEAR WALL LINE: E & E.5 UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 300.00 SQ. FT. FORCE FROM ABOVE 630.00 LB TRIBUTARY LATERAL FORCE: 1890.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 20.50 FEET SHORT WALL 9.00 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 92.20 PLF UP -LIFT FORCE: 516.95 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 L8 SHEAR WALL LINE: F UNIT FORCE: 4.20 PSF TRIBUTARY AREA: 150.00 SQ. FT. FORCE FROM ABOVE 0.00 LB TRIBUTARY LATERAL FORCE: 630.00 LB WALL HEIGHT: 10.00 FEET TOTAL WALL LENGTH: 17.50 FEET NET WALL LENGTH 14.50 FEET GRAVITY LOAD ON THE WALL: 150.00 PLF LINEAR SHEAR: 36.00 PLF UP -LIFT FORCE: -292.50 LB SHEAR WALL TYPE: 1 HOLDOWN REQUIRED: HDU 5 L9 vL o e.,4,.A s -�� (40+(2-) Y-- 3 ' " 6 IZ�q6 50C 2 Coi,-4-i-nvoos 4:-em-RI F- I 79��sf e� wf! Posf Co<, I IN iZoof 2,0 D Ft. (4o + (1)) �z- •A F R T E MEMBER REPORT 2ND FLOOR AND LOWER ROOF, FB 8 1 piece(s) 7" x 14" 2.0E Parallam0 PSL PASSES) Overall Length: 23' n i 2' 21, v 0 P All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual ® Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 6263 @ 22' 10" 15313 (3.50") Passed (41%) -- 1.0 D + 1.0 Lr (Aft Spans) Shear (lbs) 5679 @ 21' 6 1/2" 23683 Passed (24%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs) 33806 @ 14' 67905 Passed (50%) 1.25 1.0 D + 1.0 Lr (Aft Spans) Live Load Defl. (in) 0.365 @ 13' 7/16" 0.515 Passed (L,/677) — 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) 0.739 @ 13' 3/4" 1.031 Passed (U335) - 1.0 D + 1.0 Lr Alt S ans • Deflection criteria: LL (1./480) and TL (L/240). • Overhang deflection criteria: tL (21-1480) and TL (21./240). Top Edge Bracing (Lu): Top compression edge must be braced at 23' o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 23' o/c unless detailed otherwise. • Member should be side -loaded from both sides of the member to prevent rotation. System : floor Member Type :Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD Bearing Length Loads to Supports (lbs) Supports Accessories Total Available Required Dead FlLive '= Seismic Total 1 - Column - DF 5.25" 5.25" 1.81" 4799 951 3118 1 1715/-1715 10583/- 1715 Blocking 2 - Column - DF 3.50" 3.50" 1.50" 3158 559/-33 3104 12011-1201 8022/-1234 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Floor Live Roof Live I Seismic Loads L—tirn (Side) Width (0.901 1 (1.001 (non snow: L25) (1.60) Comments 0 - Self Weight (PLF) 0 to 23' N/A 30.7 1 - Uniform (PSF) 0 to 23' (Front) 1' 4" 12.0 40.0 - Residential - Living Areas 2 - Pam (lb) 6' 6" (Front) N/A 255 340 CB 3 - Pant (lb) 15' (Front) N/A 1095 1460 HIP 4 - Point (lb) 16' (Top) N/A - - 1548 tie -down force 5 - Point (lb) 5' (Front) N/A 417 - Linked from: CB 2, Support 6 - Point (lb) 8' 6" (Front) N/A 396 440 Linked from: CB 3, Su 7 - Point (lb) 14' (Front) N/A 1612 1361 Linked from: CB 1, 8 - Point (lb) 22' (Front) N/A 593 720 Linked from: CB 4, Su rt 2 9 - Point (lb) 19' (Front) N/A 593 720 Linked from: CB 4, SuRR2r+ 10 - Pant (lb) 0 (Front) N/A 1622 250 813 Linked from: FB 7, Suppqrt 11 -Point (lb) 0 (Front) N/A 301 308 Linked from: Roof: Hip/Valley Beam 3, fit 12 - Point (Ib) 0 (Top) N/A - - -1548 tie -down force 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 to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical 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.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator job Notes Yu jar Cheri corpar'y (St 0) 687-0939 yuIaro a,�Choin�ai's.Com 1 SUSTAINABLE FORESTRY INITIATIVE 3%12/2019 3:10:46 PPu1 Forle v5.4. Design Engine: V1.1.1.3 21164 LAU'RET7A.4,e Page 1 of fi 7