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Report (2) Brian W. Doyle,P.E. RECEIVFO �0.0 PROF —— Residential&Light Commercial C C T 01 4`'l��G►N��9 � mom, Armom 2020 17,427 • 7 Structures and Foundations CITY OF TIGARD Doyle Engineering Inc. BUILDING DIVISION dR L PO Box 193 ' cpOREGOIL m Newberg,OR 97132 9,1 fi"r 2111, •xq. OP Tel 503.538.2380 *ES ST P doyleb@asme.org pi fe-J1t, • Brian W. Doyle OFFICE COPY Oregon PE#17,427 2 September 2020 Stan Moore Moore Construction 6107 SW Murray Blvd. #263 Beaverton, OR 97008 <stan@mooredecks.com> 503-522-0047 re: Rommel deck )A UT2020 . ��'76 15312 SW Seine Dr �"� Tigard, OR You designed a new 17' x 28' deck attached to the house.. Your drawings on sheets 2, 3 & 4 are acceptable with the following notes and adjustments.My attached notes show the basis for the adjusted specs. 1. The joist size can be 2x10 at 16" o/c as you specified, or you could use 2x8 joists at 12" o/c. Joist spacing should be compatible with the decking manufacturer's specifications. A 12"joist spacing will give a stiffer floor than a 16" spacing. 2.The 6x8 beam on four posts,spaced as shown on your drawings,could be used rather than the 6x10 beam that you initially specified. You could also use a 4x 10 beam.. 3. An alternative beam is a 4x12 or 6x10#1DF on three supports. Space the posts 11'apart with the beam overhanging 3' on each end. 4. All fasteners should be screws or ring shank nails. Regular nails tend to back out as the wood cycles through wet and dry weather. end of file „C,r vffizr -0' f4/7_0 L. l <SP 7Ef7 t✓ I Plt/It ti 'yit; J- /6312ik( 1Ji3DR r)4ARA o 01015= rit41 `10 G 1' =z) 'v47 -1' '4i u -, ”, ciOlfPfT j A 1 1 6 x 4 yr (f)t-. rf,) T.v� ( ,3fov - 2.ZZ fir'' I tkla 6� s `' e5¢-1$11.6/yam©D= 2.zyA-7- , ig''�q hzr �aTF 1 d "36 I dX,z 14/P ( 7) ThTivcay s (..,.._ (.....43v /i,;D,= Z•9'6,,r.. , ZI,yam, 2`571)(2 L Pa6-r- ; 4 4p: ti'6"2 /2//- 13q did I- ,c,fifra/ova : .a a/33p j- h'r !O„!v!/ =; 2sews �)6d' a/e' / ©k. 1- 11 ! t =I MEMBER REPORT PASSED Deck,Floor:Joist • 1 piece(s)2 x 10 Douglas Fir-Larch No.2© 16"OC Overall Length:17 Sv �•fix a J'x '*�::rm3+ �, '�' r}• ari • + 0 146 X 26" a o All locations are measured from the outside face of left support(or left cantilever end).AU dimensions are horizontal. .Jvthia1#lncatlon mo led ,. .. the iatWt 'tr(Patten* System:Floor Member Reaction(Ibs) 437 @ 3" 1406(1.50") Passed(31%) — 1.0 D+1.0 L(Alt Spans) Member Type:Joist Building Use:Residential Shear(Ibs) 393 @ 13'3 1/4" 1665 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 1523 @ 7'2 5/6" 2029 Passed(75%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Del.(in) 0.293 @ 7'3 1,'6" 0.467 Passed(L/574) -- 1.0 D+1.0 L(Alt Spans) • Total Load Def.(in) 0.340 @ 7 2 15/16" 0.701 Passed(L/495) -- 1.0 D+1.0 L(Alt Spans) T3-Pro'"Rating N/A N/A N/A -- N/A • Deffeutrtm criteria:LL(1/360)and TL(1/240). •Overhang deflection criteria:LL(21/360)and TL(2U240). •Allowed moment does not reflect the adjustment for the beam stability factor. • 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. - 14600. 9tl -Lailasto 50P.P6rPrt u .. ; iota- o 1-Hanger on 9 1/4"DF beam 3.00" Hanger' 1.50" 65 387/-1 452/-1 See note 2-Beam-OF 5.50" 5.50" 1.50" 93 534 627 Blocking •Blaking 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/cr requirements. y ss „w .. Top Edge(W) 7'5"o/c i Bottom Edge(Lu) 16'9"of c •Maximum allowable bracing intervals based on applied load. SappPrt, Male SegLenoth tapFastenaa Pace f ers' ; MemborFa - >pac -Face Mount Hanger I.US28 1.75" N/A 6-10dx1.5 3-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead t-WoOr'l e„ - V F �JLga an( -(O O). trbo) 1-Uniform(PSF) 0 to 17' 16" 7.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly declaims 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 fknestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and E5R-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.tom/wogdproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes 9/2/2020 5:45:04 PM UTC Brian W Doyle ForteWEB v3.0,Engine:V8.1.3.1,Data:V8.0.0.0 Doyle Engineering Inc doyl(503 538-2380 File Name: Moore-Rommel doyleb@asme.orq Weyerhaeuser Parts 1 / 1 •'i/1 f`V K 1 t MEMBER REPORT PASSED Deck, Floor:)oist8 1 piece(s)2 x 8 Douglas Fir-Larch No.2© 12"OC Overall Length:17' tic .ems .� •jo ap t • / 14 1 3 / All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. it `11 '`irslid=C gbttora 104 , - - system:Flaar Member Reaction(Ibs) 315 @ 3" 1406(1.50") Passed(22%) — 1.0 D+1.0 L(Alt Spans) Member type:)Dist Building Use:Residential Shear(Ibs) • 297 @ 12'11 1/4" 1305 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 1056 @ 6'11 7/16' 1360 Passed(78%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.395 @ 7'1/8" 0.451 Passed(1/411) -- 1.0 D+ 1.0 L(Alt Spans) Total Load Dell.(in) 0.454 @ 6'11 7/8" 0.676 Passed(L/357) — 1.0 D+ 1.0 L(Alt Spans) 17-Pro""Rating N/A N/A N/A -- N/A • Deflection criteria:LL(L/360)and TL(L/240). • Overhang deflection criteria:LL(21./360)and TL(21/240).Upward deflection on right cantilever exceeds overhang deflection criteria. • Mowed moment does not reflect the adjustment for the beam stability factor. • 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 Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Live Total Accessories 1-Hanger on 7 1/4"DF beam 3.00" Hangerh 1.50" 46 280/-5 326/-5 See note 2-Beam-OF 5.50" 5.50" 1.50" 73 415 488 Blocking •Blodong 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 •r See Connector grid below for additional information and/or requirements. 1iter&BI eE1RQ ... Ong Intervals -Comments Top Edge(Lu).,.,. _... 8'8"o/c -. Bottom Edge(Lu) 16'9"o/c •Maximum allowable bracing intervals based on applied load. • '-r:�.` ..'�N_-Y"C ry M••Vir. �e.. '4•�rof i ".....T.?o •�Ofa. .!t"TYwvmet 1-Face Mount Hanger LU528 1.75" N/A 6-10dx1.5 3-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead 11 aorUre • a1 toad' La aGOft(Rde) � (L0o} 'tom 1-Uniform(PSF) 0 to 17' 12" 7.0 40.0 Default Load _. 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 evaluation 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/woodpmducts/document-library- The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Sob Notes 9/2J2020 5:58:17 PM UTC Brian W Doyle Doyle Engineering Inc ForteWEB v3.0, Engine:V8.1.3.1,Data:V8.0.0.0 (503)538-2380 doyleb@asme.org Weyerhaeuser File Name: Moore-Rommel Parka 1 / 1 a°�i11 I'V I'{ 1 C1�L'J5� MEMBER REPORT PASSED Deck,Floor: Drop Beam 1 piece(s)6 x 8 Douglas Fir-Larch No.2 Overall Length:10'3" �`X1"i✓a.¢p ,+tv¢v`...�Te,*k`n ° s `Ea-X9; ''CM° "�.4' z .. „,:. ; y�c K • • 79 26' / a 2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. r system:Floor { tt� Member Reaction(Ibs) 1791 @ 1 1/4" 9453(2.75") Passed(19%) -- 1.0 D+1.0 L(Alt Spans) Member Type:Drop Beam Building Use:Residential Shear(lbs) 1613 @ 6'8" 4675 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 3155 @ 3'8 3/4" 3222 Passed(98%) 1.00 1.0 D+ 1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.088 @ 10'3" 0.200 Passed(211742) -- 1.0 D+ 1.0 L(Alt Spans) Total Load Def.(in) 0.123 @ 3'9 7/16" 0.371 Passed(1/723) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Overhang deflection criteria:LL(2L/0.2")and TL(21/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Loads to Supports(tbs) I Supports Total Available I Required Dead floor live Total Accessories 1-Column-DF 1791/- 2.75" 2.75" 1.50" 266 1525/-201 201 Blocking 2-Column-DF 5.50" 5.50" 1.50" 558 2776 3334 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing BiacingSmenrels Commends Top Edge(Lu) 10'3"o/c Bottom Edge(Lu) 10'3"o/c •Ma4mum allowable braci ng intervals based on applied load. . . Der! FloorUve VerltcalL-ROdS Landon(Safe) Tributary Width (8.90) (too) Comments 0-Self Weight(PLF) 0 to 10'3" N/A 10.4 — 1-Uniform(PLF) 0 to 10'3"(Top) N/A 70.0 400.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design mteria 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 1CC-ES under evaluation 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.mm/wcodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteW EB Software Operator 1 ForteWEB Software Operator lob Notes 9/2/2020 6:02:03 PM UTC Brian W Doyle Doyle Engineering Inc ForteWEB v3.0,Engine: V8.1.3.1,Data:V8.0.0.0 (503) 0 doyle @ass 538-23.o File Name: Moore-Rommel doyle6@asme.org Weyerhaeuser Panes 1 / 1 o, r V n I G. ljI f`I MEMBER REPORT FAILED Deck, Floor: BeamAl • 1 piece(s)6 x 8 Douglas Fir-Larch No.2 • Overall Length:7'3" 3 to ._ biz r'"A ?^sF �r -.�wi. ..,,. r..an, ., s,e e > :'+": 0 • 78 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. '• "« : Acfaal Location Mowed llesuit €OP Load:Combina8on'(Patters). System:Floor -_... +"`" Member Reaction(Ibs) 1842 @ 1 1/4" 9453(2.75") Passed(19°r°) -- 1.0 D+1.0 L(All Spans) " Member type:Drop Beam Building Use:Residential Shear(Ibs) 1431 @ 10 1/4" 4675 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 3341 @ 3'10" 3727 Failed(104%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(In) 0.111 @ 3'10" 0.249 Passed(L/808) — 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.133 @ 3'10" 0.373 Passed(L/672) — 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Mowed moment does not reflect the adjusUlknt For the beam stability faller. •Applicable calculations are based on NDS. dearhatitength Loads to Supports(Ibs) SSiipporiS-. Total Available. RequimF bead ,Hoer Lire Total Aubeaveries 1-Column-OF 2.75" 2.75 1.50" 308 1533 1841 Blacking 2-Column-DF 2.75" 2.75" 1.50" 308 1533 1841 Blocking •Blocking Panels are assumed to carry no loads applied Erectly above them and the full load Is applied to the member being designed. Lateral Bracing Bracing Intetrats Comments Top Edge(Lu) 6"o/c Bottom Edge(Lu) 7'8"o/c •Mawmum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads + _ Lori adan(side) TdbatatyWidth (0.90) (1.00) comt ts. 0-Self Weight(PLF) 0 to 7'8" N/A 10.4 1-Uniform(PLF) 0 to 7'8"(Top) N/A 70.0 400.0 Default Load _ - ieuser Notes Weyerhaeuser warrants tnat 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 ralodation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by tills 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 evaluation reports E512-1153 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/woodpmducts/dacument-Ilbrary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator • ForteWEBsoftwareOperator Sob Notes 9/2/2020 10:21:59 PM UTC Brian W Doyle Doyle Engineering Inc ForteWEB v3.0,Engine:V8.1.3.1,Data:V8.0.0.0 (503)538-2380 doylebOasme.org Weyerhaeuser File Name:Moore-Rommel Desna 1 /1 40- f t •!1'1�:1 MEMBER REPORT PASSED De , 1 piece(s)4 x 10ck DouglasFloor: Beam6 Fir-Larch No.2 Overall length:10'3" D _t ...,cr ew . x+r,� rya s < st-zj,� . Zk .a �v 4tAlra- tti 4 7 9 2'6' / rjli All locations are measured from the outside face of left (or left cantilever end).All dimensions are horizontal. support _ 46iiiWWl'= Ulf,''LOq[D L(Alt mourn} : System;Floor Member Reaction(Ibs) 1784 @ 1 1/4" 6016(2.75 ) Passed(30%)� — 1.0 D+1.0 L(Alt Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 1535 @ 6'6 1/4" 3885 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft Ibs) 3144 @ 3'8 3/4" 4492 Passed(70%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:Aso Live Load Defl.(in) 0.060 @ 10'3" 0.200 Passed(2L/999+) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.083 @ 3'9 7/16" 0.371 Passed(U999+) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(1/360)and TL(1/240). •Overhang deflection criteria:LL(2U0.2")and TL(2L/240). • •Allowed moment does not reflect the adjustment for the be stability factor. •Applicable calculations are based on NDS. emrtne Length Loads In supports tlba} Accessories Suppoft Total Available Required Oeed ,live Todd I-Column-OF 2.75" 2.75" 1.50" 259 1525/-201 1201/ Blocking 2-Column-OF 5.50" 5.50" 1.52" 543 2776 3319 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Top Edge(Lu) 10'3"o/c Bottom Edge(Lid xi 3"0/c •Ma,amum allowable tracing intervals based on applied load. '"' ( y} T •Y1Atfdth Ott}- 0-Self Weight(PLO' 0 to 10'3" N/A 8.2 -- 1--(UUnniiform(PLF) 0 to 30'3"(Top) N/A 70.0 400.0 Default Load Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly of record, any Wher 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 recor 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 try this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been e✓aluafed bd ICC-ES under evaluation reports ESR-1153 and ESA-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.can/woodproducts/docurnent-titrary. The product application,input design loads,dimensions and support information have been provided by ForteW EB Software Operator j ForteWEB Software operator ]cab Notes I 9/2/2020 6:05:58 PM UTC I Brian W Doyle I Doyle Engineering Inc ForteWEB v3.0, Engine:V8.1.3.1, Data:V8.0.0.0 doyle(503)538-2380swe File Name: Moore-Rommel doyleb@asme.org Weyerhaeuser Pang 1 / j V K , t. r, MEMBER REPORT PASSED Deck, Floor: BeamC 1 piece(s)4 x 12 Douglas Fir-Larch No. 1 Overall Length:14' t •s ��--eStu,�i�t s ,.ix a s v �. � -.-.,3.. }•z r..,:..,a%a.;j.: ,11 11 3 a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. pBS1gn Res►tl1s Actual 4 r Location Allowed '-:°ACscat LOF Loath.con :Art*6 n(Pattern) system:Floor Member Reaction(Ibs) I 2571 @ 1 1/4" 6016(2.75") Passed(43%) -- 1.0 D+1.0 L(Alt Spans) Member Type:Drop Beam Building Use:Residential IBC20 Shear(Ibs) 2235 @ 9'7 1/4" 4725 Passed(47%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 6619 @ 5'4 1/4" 6768 Passed(98%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Den.(In) 0.165 @ 5'S 1/4" 0.356 Passed(1/776) -- 1.0 D+1.0 L(Alt Spans) Total Load Def.(In) 0.191 @ 5'4 7/8" 0.533 Passed(L/671) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(2L/360)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beans stability fectur. •Applicable calculations are based on NOS. Bearing Length Loads to Supports(Ibs) I Supports Total Available Required Dead Moor Live Total 'AoCessories 1-Column-OF 2.75" 2.75" 1.50" 396 2175/-196 2196 Blocking 2-(Column-DF 5.50" 5.50" 1.99" 724 3621 4345 Blocking I •Blocking Panels are assumed to carry no loads applied directly above them and the hill load Is applied to the member being designed. �.< Bracing Intervals commats Top Edge(Lu) 10'2"o/c Bottom Edge(Lu) 14'o/c •Maximum allowable bradng intervals based on applied load. . t Dead Floor Live vertical Leads Location(Sale) C Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 14' N/A 10.0 -- 1-Uniform(PLF) 0 to 14'(Top) N/A 70.0 400.0 Default Load aeuser 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 fadlities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASIM 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 ForteWEB Software Operator • FoeteWED Software Operator Sob Notes 9J2/2020 6:11:18 PM UTC Brian W Doyle Doyle Engineering Inc ForteWEB v3.0,Engine:V8.1.3.1, Data:V8.0.0.0 (503)538-2380 $meorg Weyerhaeuser File Name: Moore-Rommel Owns t / 1 I'tlK I ` tWl:I MEMBER REPORT PASSED Deck, Floor: BeamC 1 piece(s)6 x 10 Douglas Fir-Larch No.1 Overall Length:14' 3a�n .0�£ d'* A r£4 '^��'Y^' '&+ .e'+`a$s=tx✓'#'�+yW.;,"'' Wit, {V r c '✓ F y,r,.c3.54, s - ';+ T�?;h �^ i.o+�1*^v •• ''-4 �A+; s' f + i + s .M va vv sa•a ram, f to U U c,-,..xrx+'s, _. ., ,. a . r. y .y.,u` ,th,, * 'N3r a ..: _>� ,...,. .; + D at r ...t.•§ia.v a. .« ;, 1444 '" ''x R.>e',°' L 11' 3 • All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. �_.. „,g.hxYv,!1' '•t"z Actual4 tiatton i wv - ' IWIda. ) 4 System:Floor Member Reaction(Ibs) 2587 @ 1 1/4" 9453(2.75") Passed(270/0) -- —1.0 D+1.0 L(Alt Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 2320 @ 9'9" 5922 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 6657 @ 5'4 1/4" 9307 Passed(72%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.206 @ 5'5 1/4" 0.356 Passed(L/622) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.239 @ 5'4 7/8" 0.533 Passed(L/535) -- 1.0 D+1.0 L(Alt Spans) •Deflection criteria:It(L/360)and TL(L/240). •Overhang deflection criteria:LL(214360)and TL(21./240). •Mowed moment does not reflect the adjustment for the beam stability factor. •Appirable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead j Floor Live Total Accessories 1-Column-DF —i 2587/- 1 2.75" 2.75" 1.50" 412 2175/-196 196 Blocking 2-Column-DF 5.50" 5.50" 1.50" 753 3621 4374 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member bung designed. Late {t Bracing Intervals Comments Top Edge(W) 14'o/c Bottom Edge(Lu) 14'o/c 6 •Maximum allowable bracing intervals based on applied load. 4y y Wi14'p (3.00)' comment*ocomment*40) ,. e 0-Self Weight(PLF) 0 to 14' N/A 13.2 -- 1-Uniform(PLF) 0 to 14'(Top) N/A 70.0 400.0 Default Load Weyerhaeuser N 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 fora design professional as determined by the authority having jurisdiction.The designer of resold,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 evaluation reports ESR-1153 and ESR-I387 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 ForteWEB Software Operator ForteWEB Software Operator lob Notes 9/2/2020 6613:36 PM UTC Brian W Doyle Doyle Engineering Inc ForteWEB v3.0, Engine:V8.1.3.1,Data:V8.0.0.0 03) 538-23 0 doyieb@asme.org @asm .o File Name: Moore-Rommel doyleb@asme.org Weyerhaeuser Parnp1 / 1