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Report ail F O R T E - JOB SUMMARY REPORT 3ob.4te Member Nona Result _Current Solution Comments 6'Header Passed 1 Pieces)3 1/2"x 101/2"24F-V4 DF Gulam Existing Floor Bean Passed 1 Pieces)6 x 12 Douglas Fir-Larch No.1 8'31/2'Header _Passed _1 Piece(5)3 1/2"x 10 i/2'24F-V4 DF Glularn REEIVIJi MAR 4 20,5 CITY OF BUILDING DIVISp,, CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approve* I OTCs ( ] Permit#: /( Address: a ir,' ( Suite •t By: .41117: Date: t( �. 5 OFFICE COPY • Feb Software Operator Job Notes 3/3/2015 5:24:36 PM Ryan Zink Forte v4.5,Design Engine:V6.1.1.5 Zink Design Services,LLC Job.4te (503)701-8213 zink01@yahoo.com Page 1 of 5 ' 'I F O R T E MEMBER REPORT Level,6'Header PASSED 1 piece(s) 3 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length:6'3-00" D — o 6'0.00" a 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(Pattrn) System:Wan Member Reaction(Ibs) 2425 0 0 3413(1.50") Passed(71%) -- 1.0 D+1.0 L(All Spans) Member Type:deader Shear(Ibs) 1649 @ 1'0.00" 6493 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use Residential Pos Moment(Ft-Ibs) 3789 0 3'1.50" 12863 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Deft.(in) 0.033 0 3'1.50" 0.208 Passed(L/999+) — 1.0 D+1.0 L(All Spans) j Design Mettiodology:ASD Total Load Defl.(in) 0.044 0 3'1.50" 0.158 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •DEPo?tten criteria:LL(1/360)and TL(1/474). •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3.00"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=6'3.00". •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 2005 methodology. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Total accessories L • ive 1-Trimmer-DF 1.50" 1.50" 1.50" 581 1844 2425 None 2-Trimmer-OF 1.50" 1.50' 1.50" 581 1944 2425 Nom Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments Residential-Living 1-Uniform(PSF) 0 to 6'100" 14'9.00" 12.0 40.0 Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the suing 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.corn)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 forestay standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Porte Software Operator Job Notes 3/3/2015 5:24:36 PM Ryan Zink Forte v4.5,Design Engine:V6.1.1.5 Zink Design Services.LLC Job.4te (503)701-8213 zink01@yahoo.com Page 2 of 5 r im''I F O R T E MEMBER REPORT Level,Existing Floor Beam PASSED 1 piece(s) 6 x 12 Douglas Fir-Larch No. 1 Overall Length:47'9.00" 1 11 1 rr , rr 11 11 rr 11 I. 4'i 3.76 6"0.00"i 6'0.00" �-6"0.00' �, 6"0.00" 1'7� 7"6.25 6'4.50M Q ® fil El © ® 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 0 Location Allowed Result LDF Load:Combination(Pattern) 1 System:Floor Member Reaction(Ibs) 12275 @ 33'11.25" 18906(5.50") Passed(65%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(lbs) 5344 @ 42'6.75" 7168 Passed(75%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) -7600 @ 41'4.50" 13638 Passed(56%) 1.00 1.0 D+1.0 1(Adj Spans) Building Code:IBC Live Load Deft.(in) 0.031 @ 44'4.83" 0.194 Passed(1/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASO Total Load Defl.(in) 0.038 @ 44'5.21" 0.292 Passed(L/999+) -- 1.0 0+1.0 L(Alt Spans) •Deflection oiteria:LL(L/360)and TL(1)240). •Bracing(Lu):Al compression edges(top and bottom)must be braced at 47 9.00"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable cakulatiens are based on NDS 2005 me hodology. Miming Loads do Supports Obi) StippOTCS Tttltsl Available Required Dead Total Accecrories Liye 1-Plate on concrete-OF 8.00" 8.00" 1.50" 857 3260/-527 4117/-527 Blocking 2-Cann-OF 5.50" 5.50" 2.89" 22D9 7710 9919 Blocking 3-Column•OF 5.50" 5.50" 3.04" 2246 8210 10456 Blocking 4-Cohen-OF 5.50" 5.50" 3.01" 2150 8201 10351 Booking 5-Coked-DF 5.50" 5.50" 3.28'" 2484 8783 11267 Blocking • 6-Column-OF 5.50' 5.50" 2.51" 1617 7021/-442 8638/-442 Blocking 7-Column-DF 5.50" 5.50" 3.57" 2523 9752 12275 Blocking 8-Column-OF 5.50" 5.50" 3.07" 2523 8029 10552 Blocking 9-Plate on conc ete-DF 8.00" 8.00" 1.61" 1214 4307/-436 5521/-436 Blocking •Blocking Panels are assumed to carry no bads applied directly above them and the fur load is applied to the member being designed. Tributary Dead Floor Live Loads Location WWth (0.90) (1.00) Comments 1 1-Uniform(PSF) 0 to 47 9.00" 14'9.00" 12.0 40.0 Areas Ost-Living Areas 2-Uniform(PSF) 0 to 27'8.25' 14'9.00" 12.0 40,0 Residential-Living l Areas 3-Uniform(PSF) 43 9.9 4T 14'9.00" 12.0 40.0 R Areas tlal-Living 4-Point(lb) 27 8.25" N/A 581 1844 5-Point(lb) 33'10.25" N/A 581 1844 6-Point(lb) 43'9.75" N/A 794 2520 I 7-Point(lb) 35'4.75" N/A 794 2520 ■ 33'10.25"to 35 8-Uniform(PSF) 4.75„ 14'9.00" 12.0 40.0 Weyerhaeuser Notes (Zy)SUSTAINABLE FORESTRY farnATNE 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 otter warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (wvnv.woodbywy.com)Accessories(Rim Board,Bkxiting 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. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 3/3/2015 5:24:36 PM Ryan Zink Forte v4.5.Design Engine:V6.1.1.5 Zink Design Services.LLC Job.4te (503)701-8213 zink01@yahoo.com Page 3 of 5 • Forte Software Operator Job Notes 3/3/2015 5:24:37 PM Ryan Zink Forte v4.5,Design Engine:V6.1.1.5 Zink Design Services,LLC Job.4te (503)701-8213 zink01@yahoo.com Page 4 of 5 id'IFORTE MEMBER REPORT Level,8'3 1/2"Header PASSED 1 piece(s)3 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length_8'6.50" 8'3.50" All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results ACtcs ti O Location Alimmad Result --- LDF Load:Combination(Pattern) System:wan Member Reaction(lbs) 3314 D 0 3413(1.50") Passed(97%) -- 1.0 D+1.0 L(All Spans) Memo Type:Header Shear(lbs) 2538 @ 1'0.00" 6493 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 7077 r. 4'3.25" 12863 Passed(55%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Deft.(in) 0.116 @ 4'3.25" 0.285 Passed(L/882) -- 1.0 D+1.0 L(All Spans) Design Methodology:A5D Total Load Deft.(in) 0.153 @ 4'3.25" 0.216 Passed(L/670) -- 1.0 D+1.0 L(All Spans) _ •Deflection criteria:U.(1/360)and TI.(1/474). •Bracing(Lo):AI oonpres$ion edges(top and bottom)must be braced at 8.6.50"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=8'6.50". •The effects of positive or negative camber have not been accounted for when calculating deflernon. •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 2005 methodology. Bearing Loads to Supports(Ibs) • • Supports T041 Available Required Dead floor Total Accessories 1-Trimmer-DF 1.50" 1.50" 1.51T 794 2520 3314 None 2-Trimmer-DF 1.5(r 1.50" 1.50" 794 2520 3314 None Tributary Dead Floor Live Loads Location width (0.90) (1.00) Comments 1 Uniform(PSF) 0 to 8'6.50" 14'9.00" 12.0 40.0 Ar Residential living vlfg - Weyerhaeuser Notes ( )SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the suing of as products will be in accordance with Weyerhaeuser product design criteria and published design values. l i Weyerhaeuser expressly disclaims any Other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.can)A cessories(Rim Board,Baking 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. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 3/3/2015 5:24:37 PM Ryan Zink Forte v4.5,Design Engine:V6.1.1.5 Zink Design Services.LLC Job.4te (503)701-8213 zink0l @yahoo.com Page 5 of 5