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{�1 F O R T JOB SUMMARY REPORT �sli (9812)Joe Westerman - Building 4.4te 01:2 BEDROOM UNIT 1 Member Name Results Current Solution Comments A:BEAM IN FLOOR Passed 1 Piece(s)3 1/2"x 9"24F-V4 DF Glulam 1B:BEAM IN FLOOR Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam 02:1 BEDROOM UNIT Member Name Results Current Solution Comments 1:BEAM INFLOOR Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam GREENBURG APTS. Building#1 9510 SW Greenburg BUP2015-00330 Building#2 9520 SW Greenburg BUP2015-00331 Building#3 9530 SW Greenburg BUP2015-00332 Building#4 9570 SW Greenburg BUP2015-00333 Building#5 9580 SW Greenburg BUP2015-00334 Building#6 9590 SW Greenburg BUP2015-00335 Forte Software Operator Job Notes 7/7/2016 7:50:31 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 4.4te (503)252-3453 Buildersdesign@gmail.com Page 1 of 4 F O R T E MEMBER REPORT 2 BEDROOM UNIT,A:BEAM/N FLOOR PASSED • 1 piece(s) 3 1/2"x 9" 24F-V4 DF Glulam Overall Length:9'7" _ t I 4". 9 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2961 @ 2" 5119(2.25") Passed(58%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 2369 @ 1'1/2" 5565 Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 6756 @ 4'8 1/4" 9450 Passed(71%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.207 @ 4'9 1/2" 0.231 Passed(L/537) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.272 @ 4'9 1/2" 0.463 Passed(L/408) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'3". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Flooer Total Accessories 1-Column-SPF 3.50" 2.25" 1.50" 726 2300 3026 1 1/4"Rim Board 2-Column-SPF 3.50" 2.25" 1.50" 726 2300 3026 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live 3,026*2 =6,052 LB. /3000 PSF Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 9'7" 12' 12.0 40.0 Residential-Living =2.017= A/2.017 = 1.42 SQ. FTG. REQUIRED Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 7:50:31 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (503)252-3453 (9812)Joe Westerman-Building 4.4te Buildersdesign@gmail.com Page 2 of 4 • F 0 R T E * MEMBER REPORT 2 BEDROOM UNIT,B:BEAM IN FLOOR 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length: 10'5" ., . + 1 9'10- X 0 21 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual i Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 3777 @ 2" 5259(2.25") Passed(72%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 3083 @ 1'1/2" 8745 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 9405 @ 5'1 1/4" 14850 Passed(63%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.217 @ 5'2 1/2" 0.252 Passed(L/559) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.286 @ 5'2 1/2" 0.504 Passed(L/423) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 10'2 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'1". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.62" 936 2917 3853 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.62" 936 2917 3853 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live 3,853*2 = 7,706 LB. /3000 PSF Loads Location Width (0.90) (1.00) Comments t-Uniform(PSF) oto 10'5" 14' 12.0 40.0 Residential-Living =2.568 = N/2.568 = 1.6 SQ. FTG. REQUIRED Areas /� Weyerhaeuser Notes @ SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 7:50:31 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builders Design (9812)Joe Westerman-Building 4.4te (503)252-3453 Buildersdesign@gmail.com Page 3 of 4 MEMBER REPORT 1 BEDROOM UNIT, 1:BEAM INFLOOR •• F 0 R T E 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length:9'11" g; • i i 9'4' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual(di Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 3214 @ 2" 5259(2.25") Passed(61%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 2593 @ 1'1/2" 8745 Passed(30%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 7600 @ 4'10 1/4" 14850 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.158 @ 4'11 1/2" 0.240 Passed(L/729) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.209 @ 4'11 1/2" 0.479 Passed(L/550) -- L0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(1/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'8 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'7". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 802 2479 3281 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 802 2479 3281 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live 3,281 *2 =6,562 LB. /3000 PSF Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 9'11" 12'6" 12.0 40.0 Residential-Living =2.187 = J2.187 = 1.47 SQ. FTG. REQUIRED Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 7:50:31 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (503)252-3453 (9812)Joe Westerman-Building 4.4te Buildersdesign@gmail.com Page 4 of 4 t FORTE JOB SUMMARY REPORT • (9812)Joe Westerman- Building 2.4te 01:3rd Floor Framing Member Name Results Current Solution J'"'`- I 1. Comments 1:BEAM IN FLOOR Passed 1 Piece(s)6 3/4"x 9"24F-V4 DF Glulam 1.-. -e- 2:BEAM AT BAY Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam ,e; _ 3-BALCONY SUPPORT Passed 1 Piece(s)6 x 8 Douglas Fir-Larch No.2 Vr 02:ROOF FRAMING .Member Name Results Current Solution Comments 1:BEAM ABOVE BEDROOM Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam 2:BALCONY SUPPORT Passed 1 Piece(s)6 x 6 Douglas Fir-Larch No.2 03:2nd Floor Framing . Member Name Results Current Solution Comments 1:GARAGE BEAM Passed 1 Piece(s)5 1/2"x 9"24F-V4 OF Glulam 2:GARAGE BEAM Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam 3:Floor:Joist Passed 1 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC 4:BALCONY SUPPORT Passed 1 Piece(s)6 x 8 Douglas Fir-Larch No.2 5:SUPPORT AT FRONT OF GARAGE Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam 6:BEAM AT REAR Passed 1 Piece(s)5 1/2"x 9 1/2"24F-V4 DF Glulam 7:BEAM AT REAR Passed 1 Piece(s)5 1/2"x 9 1/2"24F-V4 DF Glulam 8:CANTILEVER AT REAR Passed 1 Piece(s)5 1/2"x 9"24F-V4 DF Glulam 9:GARAGE DOOR HEADER Passed 1 Piece(s)4 x 8 Hem-Fir No.2 Floor:Joist Passed 2 Piece(s)2 x 10 Douglas Fir-Larch No.2 @ 16"OC Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builders Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 1 of 16 F 0 R T E * MEMBER REPORT 3rd Floor Framing, 1:BEAM/N FLOOR 1 piece(s) 6 3/4"x 9" 24F-V4 DF Glulam Overall Length: 1T 10" + + I 16.10" X 11 El All locations are measured from the outside face of left support(or left cantilever end).AIl dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2116 @ 4 1/2" 20841(4.75") Passed(10%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 1841 @ 1'3" 10733 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 8759 @ 8'9 3/4" 18225 Passed(48°k) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Deft(in) 0.450 @ 8'11" 0.569 Passed(L/456) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.623 @ 8'11" 0.854 Passed(L/329) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 17 7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=17'1". •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. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Flooer Total Accessories Liv 1-Column-SPF 6.00" 4.75" 1.50" 594 1546 2140 1 1/4"Rim Board 2-Column-SPF 6.00" 4.75" 1.50" 594 1546 2140 1 1/4"Rim Board • •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 17'10" 4'4" 12.0 40.0 Residential-Living Areas /� Weyerhaeuser Notes (Ij)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builders Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign©gmail.com Page 2 of 16 1F 0 R T E ® MEMBER REPORT 3rd Floor Framing,2:BEAM AT BAY ',;K-(`: 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length:12'7" VI + + I I 12' X a o All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2488 @ 2" 5259(2.25") Passed(47%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 2111 @ 1'1/2" 8745 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 7541 @ 6'2 1/4" 14850 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.253 @ 6'3 1/2" 0.306 Passed(L/582) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.339 @ 6'3 1/2" 0.613 Passed(LJ434) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'4 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=12'3". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories Live 1-Stud wall-SPF 3.50" 2.25" 1.50" 641 1888 2529 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 641 1888 2529 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 12'7" 7'6" 12.0 40.0 Residential-Living Areas /� Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Forte v5.0,Design Engine:V6.4.0.40 Brandon Yoder Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 3 of 16 . I F O R T E * MEMBER REPORT 3rd Floor Framing,3-BALCONY SUPPORT PASSED 1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length: 13'1" 1 + I II II II II II 'Y 8'6" 1' 4' 0 p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 1204 @ 8'11 1/4" 8181(3.50") Passed(15%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam Shear(lbs) 659 @ 9'8 1/2" 5376 Passed(12%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Moment(Ft-lbs) -2500 @ 8'11 1/4" 3705 Passed(67%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.171 @ 13'1" 0.207 Passed(211582) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.286 @ 13'1" 0.415 Passed(211348) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/480)and TL(1/240). •Overhang deflection criteria:LL(21/480)and TL(21/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12'11 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" -25 182/-35 -159 182/-219 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 3.50" 1.50" 541 380 503 1424 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •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 Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 13'1" 1' 12.0 40.0 - Residential-Living Areas Linked from:2: 2-Point(Ib) 13' N/A 224 - 344 BALCONY SUPPORT, Support 1 Weyerhaeuser Notes 0 SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 4 of 16 atiFORTE* MEMBER REPORT ROOF FRAMING, 1:BEAM ABOVE BEDROOM PASSED 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length: 12'7" gl + + 12' 4. X El Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDP Load:Combination(Pattern) System:Roof Member Reaction(lbs) 3473 @ 2" 8181(3.50") Passed(42%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 2898 @ 1'1/2" 10057 Passed(29%) 1.15 1.0 D+1.0 S(Alt Spans) Building Use:Residential Pos Moment(Ft-lbs) 10355 @ 6'3 1/2" 17078 Passed(61%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.284 @ 6'3 1/2" 0.408 Passed(1/517) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Deft.(in) 0.465 @ 6'3 1/2" 0.613 Passed(L/316) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12 7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was cakulated using length L=12'3". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPE 3.50" 3.50" 1.50" 1350 2123 3473 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 1350 2123 3473 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 Snow Loads Location Width (0.90) (1.15) Comments 3,473 LB/3,000 PSF = 1.15 1-Uniform(PSF) oto 12'7" 13'6" 15.0 25.0 Roof = 1/1.15= 1.07 SQ. FTG. REQUIRED Weyerhaeuser Notes 4 SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builders Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 5 of 16 d F 0 R T E MEMBER REPORT ROOF FRAMING,2:BALCONY SUPPORT 1 piece(s) 6 x 6 Douglas Fir-Larch No. 2 Overall Length:4'7' a 0 I1 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 568 @ 2" 8181(3.50") Passed(7%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 382 @ 9" 3943 Passed(10%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 559 @ 2'3 1/2" 1993 Passed(28%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.011 @ 2'3 1/2" 0.142 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.018 @ 2'3 1/2" 0.213 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Member Pitch:0/12 •Deflection criteria:LL(L/360)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 4'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 224 344 568 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 224 344 568 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 Snow Loads Location Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 4'7" 6' 15.0 25.0 Roof Weyerhaeuser Notes (2j)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmai 1.com Page 6 of 16 . J F 0 R T E® MEMBER REPORT 2nd Floor Framing, 1:GARAGE BEAM PASSED 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length:10'1" = 1 I I .4. 9'6" El 0 All locations are measured from the outside face of left support(or left cantilever end).AlI dimensions are horizontal.;Drawing is Conceptual Design Results Actual D Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 2843 @ 2" 8044(2.25") Passed(35%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 2612 @ 1'1/2" 8745 Passed(30%) 1.00 1.0 I)+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 5953 @ 2'10 1/4" 14850 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.118 @ 4'9 3/8" 0.244 Passed(L/990) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.163©4'9 5/16" 0.488 Passed(L/720) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(I/480)and Tl,(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'9". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead door Total Accessories Live . 1-Column-SPF 3.50" 2.25" 1.50" 784 2084 2868 1 1/4"Rim Board 2-Column-SPF 3.50" 2.25" 1.50" 474 1277 1751 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live 2,868 LB/3,000 PSF = .95 Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 10'1" 4'6" 12.0 40.0 Residential-Living Areas = J.95 = .97 Linked from:1: 2-Point(Ib) 2'6" N/A 594 1546 BEAM IN FLOOR, Support 1 Weyerhaeuser Notes '..:)SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (503)252-3453 (9812)Joe Westerman-Building 2.4te Buildersdesign@gmail.com Page 7 of 16 F 0 R T E @MEMBER REPORT 2nd Floor Framing,2:GARAGE BEAM PASSED 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length: 10'1" N + + 9'6' X 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 4296 @ 2" 8044(2.25") Passed(53%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 3480 @ 1'1/2" 8745 Passed(40%) 1.00 1.0 D+1.0 L(AU Spans) Building Use:Residential Pos Moment(Ft-lbs) 10338 @ 4'11 1/4" 14850 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Deft(in) 0.223 @ 5'1/2" 0.244 Passed(1.1524) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.294 @ 5'1/2" 0.488 Passed(L/398) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'9". •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 NDS. Bearing Loads to Supports(Its) Supports Total Available Required Dead FlLrve oor Total Accessories 1-Column-SPF 3.50" 2.25" 1.50" 1058 3328 4386 1 1/4"Rim Board 2-Column-SPF 3.50" 2.25" 1.50" 1058 3328 4386 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 4,386 LB/3,000 PSF = 1.462 1-Uniform(PSF) 0 to 10'1" 4'6" 12.0 40.0 Residential-Living Areas = J1.462 = 1.2 SQ. FTG. REQUIRED 2-Uniform(PSF) 0 to 10'1" 12' 12.0 40.0 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Bu i ldersdesi g n@g mail.corn Page 8 of 16 F 0 R T E @ MEMBER REPORT 2nd Floor Framing,3:Floor:Joist PASSED 1 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC Overall Length:10'1' t + s'6" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 691 @ 2 1/2" 1434(2.25") Passed(48%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 625 @ 1'3/4" 1665 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1324 @ 3'8 5/16" 2029 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.108 @ 4'9 7/8" 0.242 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.140 @ 4'9 7/8" 0.483 Passed(L/826) -- 1.0 D+1.0 L(All Spans) T]-Pro"'"Rating N/A N/A — — -- •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2 13/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •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. Bearing Loads to Supports(lbs) Supports Total Available Required Dead F`ior Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 161 537 698 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 102 341 443 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 10'1" 16" 12.0 40.0 Residential-Living Areas 2-Uniform(PLF) 2'to 2'6" NJA 204.0 680.0 Weyerhaeuser Notes (2 j)SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Forte v5.0,Design Engine:V6.4.0.40 Brandon Yoder Builders Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 9 of 16 . I F 0 R T E R MEMBER REPORT 2nd Floor Framing,4:BALCONY SUPPORT PASSED 1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length: 13'5 1/2" • 6'8• 4,x 1 6" 4X 4 1" 0 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LOP Load:Combination(Pattern) System:Floor Member Reaction(lbs) 570 @ 9'3 3/4" 8181(3.50") Passed(7%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Flush Beam Shear(lbs) 263 @ 8'6 1/2" 4675 Passed(6%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) -537 @ 9'3 3/4" 3222 Passed(17%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load De.(in) 0.018 @ 13'5 1/2" 0.207 Passed -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD (21/999+) Total Load Defl.(in) 0.028 @ 13'5 1/2" 0.415 Passed -- 1.0 D+1.0 L(Alt Spans) (2L/999+) •Deflection criteria:LL(1/480)and TL(1/240). •Overhang deflection criteria:LL(21/480)and TL(21/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'4 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to Supports(Ms) Supports Total Available Required Dead FloorTotal Accessories ive 1-Stud wall-SPF 6.00" 4.75" 1.50" 73 133 206 1 1/4"Rim Board 2-Beam-SPF 6.00" 6.00" 1.50" 60 312/-165 372/-165 None 3-Beam-SPF 3.50" 3.50" 1.50" 168 402/-67 5701-67 Blocking •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •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 Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 13'5 1/2" 1' 12.0 40.0 Residential-Living Areas //�� Weyerhaeuser Notes (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builders Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 10 of 16 • F 0 R T E MEMBER REPORT 2nd Floor Framing,5:SUPPORT AT FRONT OF GARAGE PASSED 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length: 10'1" I0 I I ' 96• 'Y 0 p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result IDE Load:Combination(Pattern)[Group] System:Floor Member Reaction(lbs) 4147 @ 2" 5259(2.25") Passed(79%) -- 1.0 D+0.75 L+0.75 S(All Spans)[1] Member Type:Flush Beam Shear(lbs) 3520 @ 1'1/2" 10057 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(All Spans)[1] Building Use:Residential Pos Moment(Ft-lbs) 12026 @ 4'10 3/4" 17078 Passed(70%) 1.15 1.0 0+0.75 L+0.75 5(All Spans)[1] Building Code:IBC Live Load Deft(in) 0.190 @ 5'1/2" 0.244 Passed(L/615) -- 1.0 D+0.75 L+0.75 5(All Spans)[1] Design Methodology:ASD Total Load Defl.(in) 0.319 @ 5'1/2" 0.488 Passed(L/367) -- 1.0 D+0.75 L+0.75 S(All Spans)[1] •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 9'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'9". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories I-Stud wall-SPF 3.50" 2.25" 1.77" 1661 1579 1735 4975 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.77" 1655 1573 1731 4959 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 10'1" 6' 12.0 40.0 - Residential-Living 9,950 LB. /3,000 PSF= 3.316 Areas 2-Uniform(PSF) 0 to 10'1" 12' 15.0 - 25.0 = -3.316 = 1.82 SQ. FTG. REQUIRED Linked from:4: 3-Point(Ib) 5' N/A 168 402/-67 - BALCONY SUPPORT, Support 3 Linked from:3- 4-Point(Ib) 5' N/A 541 380 503 BALCONY SUPPORT, Support 2 Weyerhaeuser Notes (Z)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 11 of 16 • MEMBER REPORT 2nd Floor Framing,6:BEAM AT REAR F O R T E 1 piece(s) 5 1/2"x 9 1/2" 24F-V4 DF Glulam Overall Length:10'1" 644 + + 0 'l I ss" X 0 Q 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) System:Floor Member Reaction(lbs) 4358 @ 2" 5259(2.25") Passed(83%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 3494 @ 1'1" 10615 Passed(33%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 10489 @ 4'11 1/4" 19028 Passed(55%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.172 @ 5'1/2" 0.244 Passed(L/678) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.254 @ 5'1/2" 0.488 Passed(L/461) — 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=9'9". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.86" 1424 3025 4449 1 1/4"Rim Board 1 2-Stud wall-SPF 3.50" 2.25" 1.86" 1424 3025 4449 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 1 Tributary Dead Snow Loads Location Width (0.90) (1.15) Comments 4,449 LB/3000 PSF = 1.5 1-Uniform(PSF) 0 to 10'1" 12' 15.0 25.0 Residential-Living = \I1.5= 1.22 SQ. FTG. REQUIRED Areas 2-Uniform(PSF) 0 to 10'1" 7'6" 12.0 40.0 Weyerhaeuser Notes (ZS)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builders Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 12 of 16 • FORTE @ MEMBER REPORT 2nd Floor Framing, 7:BEAM AT REAR PASSED 1 piece(s) 5 1/2"x 9 1/2" 24F-V4 DF Glulam Overall Length:14'1" fi. + + 0 I 13'6" 4" 0 El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual DI Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 3501 @ 2" 5259(2.25") Passed(67%) -- 1.0 ID+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 3007 @ 1'1" 10615 Passed(28°l0) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 11927 @ 6'11 1/4" 19028 Passed(63%) 1.15 1.0 D+1.0 5(All Spans) Building Code:IBC Live Load Defl.(in) 0.341 @ 7'1/2" 0.393 Passed(L/484) -- 1.0 ID+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.574 @ 7'1/2" 0.688 Passed(1/288) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(1/420)and TL(1/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 13'10 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=13'9". •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories Live 1-Stud wall-SPF 3.50" 2.25" 1.50" 1440 282 2113 3835 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 1440 282 2113 3835 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 3835 LB. /3,000 PSF = 1.278 1-Uniform(PSF) 0 to 14'1" 1' 12.0 40.0 - Residential-Living Areas = J1.278= 1.13 SQ. FTG. 2-Uniform(PSF) 0 to 14'1" 12' 15.0 - 25.0 Weyerhaeuser Notes l SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Forte v5.0,Design Engine:V6.4.0.40 Brandon Yoder Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmai1 com Page 13 of 16 a . I F 0 R T E * MEMBER REPORT 2nd Floor Framing,8:CANTILEVER AT REAR PASSED 1 piece(s) 5 1/2"x 9" 24F-V4 DF Glulam Overall Length;8' 11 + j O 0 it it • 11 li II 0 El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual OP Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 10054 @ 6'9" 21450(6.00") Passed(47%) -- 1.0 D+ 1.0 5(All Spans) Member Type:Drop Beam Shear(lbs) 5938 @ 7'9" 10057 Passed(59%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 0 @ N/A N/A Passed(N/A) — N/A Building Code:IBC Neg Moment(Ft-lbs) -6692 @ 6'9" 13164 Passed(51%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.040 @ 8' 0.200 Passed(2L1760) -- 1.0 D+1.0 S(All Spans) Total Load Deft.(in) 0.057 @ 8' 0.200 Passed(21/524) — 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and Ti_(L/240). •Overhang deflection criteria:LL(0.2")and TL(0.2"). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=7'7 1/2". • -964 lbs uplift at support 4 1/2".Strapping or other restraint may be required. •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 NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories Live 1-Column-SPF 6.00" 6.00" 1.50" -252 143/-5 -712 143/-969 Blocking 2-Column-SPF 6.00" 6.00" 2.81" 3293 182 6762 10237 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 Snow Loads Location Width (0.90) (1.00) (1.15) Comments Residential-Living 10,237 LB. /3,000 PSF= 3.41 1-Uniform(PSF) 0 to 8' 1' 12.0 40.0 - Areas Linkedfrom:6: 13.41 = 1.84 SQ. FTG. REQUIRED 2-Point(Ib) 7'6" N/A 1424 - 3025 BEAM AT REAR, Support 1 Linked from:6: 3-Point(Ib) 7'6" N/A 1424 - 3025 BEAM AT REAR, Support 1 Weyerhaeuser Notes (L)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. - The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 2.4fe (503)252-3453 Buildersdesign@gmail.com Page 14 of 16 • MEMBER REPORT 2nd Floor Framing,9:GARAGE DOOR HEADER PASSED F O R T E 1 piece(s)4 x 8 Hem-Fir No. 2 Overall Length:8'3" • 8' X N All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual CO Location Allowed Result LEIF Load:Combination(Pattern) System:Wall Member Reaction(lbs) 956 @ 0 2126(1.50") Passed(45%) -- 1.0 D+1.0 L(All Spans) Member Type:Header Shear(lbs) 787 @ 8 3/4" 2538 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1972 @ 4'1 1/2" 2823 Passed(70%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.125 @ 4'1 1/2" 0.275 Passed(L/792) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD I Total Load Defl.(in) 0.167©4'1 1/2" 0.313 Passed(L/592) — 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(5/16"). •Bracing(Lu):All compression edges(top and bottom)must be braced at 8'3"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories Live 1-Trimmer-SPF 1.50" 1.50" 1.50" 241 715 956 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 241 715 956 None Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 8'3" 4'4" 12.0 40.0 Residential-Living Areas /� Weyerhaeuser Notes (Zj)SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Forte v5.0,Design Engine:V6.4.0.40 Brandon Yoder Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gmail.com Page 15 of 16 1 F 0 R T E ' MEMBER REPORT 2nd Floor Framing,Floor:Joist PASSED 2 piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16"OC Overall Length:17'5" r _ _ 16'10• 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 597 @ 2 1/2" 2869(2.25") Passed(21%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 530 @ 1'3/4" 3330 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 2505 @ 8'8 1/2" 4059 Passed(62%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.317 @ 8'8 1/2" 0.425 Passed(L/644) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.412 @ 8'8 1/2" 0.850 Passed(L/496) -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A -- -- -- •Deflection criteria:LL(L/480)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 16'3/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •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. Bearing Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories Live 1-Stud wail-SPF 3.50" 2.25" 1.50" 139 464 603 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 139 464 603 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Loads Location Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 17'5" 16" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes (tj)SUSTAINABLE FORESTRY INITIATIVE 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.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this 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.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 refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator ■ Forte Software Operator Job Notes 7/7/2016 8:01:40 AM Brandon Yoder Forte v5.0,Design Engine:V6.4.0.40 Builder's Design (9812)Joe Westerman-Building 2.4te (503)252-3453 Buildersdesign@gma iL com Page 16 of 16