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Report (42) AA r-4,40(3 -vc) 24 2--ii . J/A Mica n. wit.rintaunt /5 Ce),C> 51-•-J i'°'1,1/4","*".0 Consulting Engineer 14995 SE Amisigger Rd. g Borin , OR 97009 F-,Q.A.C.Dev.6 1-DE‘5,:kcl.0 . , PHONE(503)663-5793/(503)730.7061, i-1, 4,71R'A ( fri1 1 pUt.r 1 , - Fp POP7C itr. • OR. , ..; L, 1,....11,.. , 1 • 1 tk ' , ,•• Hr\; A`) -)1'11•.) od.,v ,:,4 1.0 0 . CiTY 01- OGARL) -1.-ckuctuR4 91,ii{rimr,4 7,T,PS:t:a'j. *„.:ee,S.11 r ril44*4*Sn.' ..4G11\14- 4,0 6051 LA:terizt.,(..- k f . , P.si,icr, I ' 0 . , -,, tt / 40,„ , .,, I • g%tT,EPe-e 1e I t.,'Ec.44- 147; LET,',";$ 30°-'-"11,445, , i EXPIRES 6-30-2014 H; i li i i ? . ----- . t z'1.4.<44 12kP,-4, liV,A.Ctue.st (T LtwE) PLI-vi0 Cc ev,...- 1-t. e- 'In cael. •tijii `e •,:- 2/4, , \,) ,,, I.-“6.--n) --rXze_ b•-••::-- I(:)rir--. ( t q/ k ri.-53.) -•-” 1,?I'L,* ..-.: 1-)C.C44. ),•010-,,-- ‘40;4'65'7)-1)'.— 5(57 IS t../ m it 44 -5/...0.-4. ....ct 14 5 Lve,_, 1— 13SM4x- IQ -C4,14,15t4,1%) -, . 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It ' - _ Winamit giONW., ' .. f - t ' - FORTE * MEMBER REPORT Level Floor Drop Beam 1 pieces)4 x 10 Douglas Fir-Larch No. 1 6` PASSED REC Overall Length: 12'7" Elk/ED OCT 3 1 2013 t 4 , }��(CITY �1�(�0�F TIG/jAR'(`/D�, + 3 x � '' 2 '';.,,,-,-.;,„;-;;;.=-1-'1',,,,w-,V' ^� �§ _'1 'a S,W7 fUILDtNG Y 1S1ON o41 gtitiattl*Porir0:NIAI,Aar,, ,,,,,,IV 0.1101400:1;015.024-461444411%*'0,1;014. s y 'I 2' 4 CI All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. a Member Reaction(lbs) 1310 @ 2 5206(3.50") Pssed(25%) +�� � � �� � „�- System:Floor Shearer ) 10891'3 4" -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam @ / 4856 Passed(22%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 3905 @ 6'3 1/2" 6239 Passed(63%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(In) 0.161 @ 6'3 1/2" 0.408 Passed(L/911) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(In) 0.269 @ 6'3 1/2" 0.613 Passed(L/547) -- 1.0 D+1.0 Lr(All Spans) • Deflection criteria:LI(1/360)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. •Applicable calculations are based on NDS 2005 methodology. d 1-Stud wall-SPF 3.50" 3.50" 1.50" 523 786 1309 Blocking _ 2-Stud wall-SPF 3.50" 3.50" 1.50" •Blocking Panels are assumed to ca 523 786 1309 Blocking rry no loads applied directly above them and the full load is applied to the member being designed. a a 1-Uniform(PSF) 0 to 12'7" 5' 15.0 25.0 Residential-Living Areas Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. SUSTAINABLE FORESTRY INITIATIVE 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. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator r Tarte Software Operator .... ... _Joobb Notes s I brandon yoder 10/31/2013 9:32:48 AM none Forte v4.0,Design Engine:V5.6.1.203 (503)341-4568 buildersdesign@gm sitcom ................... Page 1 of 1 r - t r - M iiiIr r F 0 R T E '" MEMBER REPORT Level,Floor.Drop Beam 1 pieces) 4 x 10 Douglas Fir-Larch No. 1 ('., PASSED Overall Length: 12'7' , ., , , F1ECEIVED j � - - , - OCT 31. 2013 wr"`,',- H �,�^$z rte,a�' S z§,y_ �,. a - ,z , w v . !t. :o,; fix« lfi- + �� �i y < ,z� � � s �� ���g����� r � CITY OF TfGARD � � » s e BUILDSTAN D . 12' • 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. 0 : Member Reaction(lbs) 1310 @ 2" 5206(3.50") Passed(25%) System:Floor 4" -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(lbs) 1089 @ 1'3/4 4856 Passed(22%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 3905 @ 6'3 1/2" 6239 Passed(63%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.161 @ 6'3 1/2" 0.408 Passed(U 911 2" ) -- 1.0 D+1.0 Lr(All Spans) Desi n Methodoio ASD Total Load Defl.(in) 0.269 @ 6'3 1 / 0.613 Passed 547 g gy' • Deflection criteria:LL(L/360)and TL(L/240). (U ) -- 1.0 D+1.0 Lr(All Spans) • 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. •Applicable calculations are based on NDS 2005 methodology. 1-Stud wall-SPF 3.50" 3.50" 1.50" 523 786 1309 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" •Blocking Panels are assumed to ca 523 786 1309 Blocking rry no loads applied directly above them and the full load Is applied to the member being designed. ,.. .amr.,,,iE: a N. 1-Uniform(PSF) � 0 to 12'7" 5' j 15.0 • 25.0 Residential-Uving Areas Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. SUSTAINABLE FORESTRY INITIATIVE 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. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 'Forte&ottvare-Operator' Job Notes brandon yoder none 10/31/2013 9:32:48 AM Forte v4.0,Design Engine:V5.6.1.203 (503)341-4568 buildersdesign@gm alt corn ............... . Page 1 of 1 r ' FORTE . MEMBER REPORT Level Floor.:Drop Beam PASSED 1 piece(s)4 x 10 Douglas Fir-Larch No. 1 RECEVG` Overall Length: 12'7" 1\i Fri OCT 31 2.013 Fe,, Wg�3xe TrWY �vr�1�" t ,a � �� �VgoN � a x � 4+ ' — •)( 12' • 1 O All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. r Member Reaction(lbs) 1310 2" i : tf System:Floor @ 5206(3.50") Passed(25%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(lbs) 1089 @ 1'3/4" 4856 Passed(22%) 1.25 1.0 D+ 1.0 Lr(All Spans) Building Use:Residential Moment(Ft-lbs) 3905 @ 6'3 1/2" 6239 Passed(63%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(In) 0.161 @ 6'3 1/2" 0.408 Passed(1./911) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(In) 0.269 @ 6'3 1/2" 0.613 Passed547 • Deflection criteria:LL(1/360)and TL(1/240). (U ) 1.0 D+1.0 Lr(All Spans) • 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. •Applicable calculations are based on NDS 2005 methodology. 1-Stud wall-SPF .1;.�. .. v , 3.50" 3.50" 1.50" 523 786 1309 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 523 786 1309 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • 1-Uniform(PSF) 0 to 12'7" 5' 15.0 25.0 Residential-Uving Areas Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. SUSTAINABLE FORESTRY INITIATIVE 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 r forestry standards. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator f ° r°4trator Job Notes 10/31/2013 9:32:48 AM Brandon yoder none Forte v4.0,Design Engine:V5.6.1.203 (503)341-4568 buildersdesign©gmail.com Page 1 of 1