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Plans (115) OFFICE COPY Brian W. Doyle,P.E. ti@,kO PROFS .\\\ CNS �GiNEF s`> = . Residential&Light Commercial 4 6° 17,427 , OM i= Structures and Foundations OMNIDoyle Engineering Inc. ,vim 24001 NE Ellis Lane m9 0,0REGO� �� v Newberg,OR 97132 aT 28, ``� O�' Tel 503.538.2380 t , � /if , , doyleb@asme.org n Y ?- Brian W. Doyle Oregon PE#17,427 17 January 2018 CITY OP TIGARD Stan Moore REVIEWED FOR CODE COMPLIANCE Moore Construction 6107 SW Murray Blvd. #263 Approved Beaverton, OR 97008 OTC: [ 1 <stan@mooredecks.com> Permit #: y c. -1Z C-) 1 $- o O c 2 6 503-522-0047 Address: 1,5'1 i. se; , e D r Suite#: re: Brian Coiling Deck By,, Date: - ) - ) 15372 SW Seine Dr Tigard, OR You designed a new 12' x 18' deck to be erected beside an existing smaller deck. Your drawings-copies attached-are acceptable with the following notes and adjustments. 1. On pages 2 and 3 increase the footing size to 16"x 16"x 18.My attached notes show that the larger size is required to resist wind uplift. 2. On page 3 the AB series base is acceptable.Anchoring to the concrete requires a stainless Titen screw or a corrosion resistant expansion anchor.The regular Titen screws are not rated for exterior(wet)use. 3. A 6x8 or 6x6 beam on three supports as shown on pages 3 and 4 is adequate as shown in my notes. An alternative is a 6x10 beam on two supports as shown on page 5 of my notes. If you support the deck on two posts, increase the footing size to 20" x 20" x 18". 4. On page 2 the 2x6 diagonal braces under the joists are acceptable lateral stiffening. Attachment must be with screws(not nails)_three to the joists at each end and one per joist in-between. end of file Coxe../x/ai - ' '' 17,7",t4,1 ref arc.44x/iVoyie; f"( I,e/C 7 c ,e-icti /2 'A /g 1„..- 04C1)67#0 1,1 7- 1' ' 1O F.:--, )214, 41 7"1,7746, fePA:.7 g fleck giicE a(1,1,- ......„, 5 re4 4 zie- .1,.... /, ,g't, A iPer-,,,; . ,,,90 z 01/40 -," -47/1'' ------) z (I4) ,-te — #,cit6' ::.-_, 7 ‘% 11 0 i P. ceerfAkia i Paff4 eP 0116.41.44f 4,#M-j-oil P‘4 orC i4/"0:4 /4 t /6 ''' yie-11 -- ?. 7'fry"5 r2 21 / 4 1.44,p 0o0 ft, / „,ifp a4) (6,4 44 9 72e,i.a.z/ 9 --, f ...v 0.4.4..t.., _I'S' g 1- ,lo‘? -,- .5-D c-i„,ueocrAr repo), .04:Ed-ft; alrlmcoo 2- /f ,, ,r--z' --,->, /3---A13e/ -// e2k 1,/,-,.:-,,zoireif a 4-, AA" 4";:irr-04-4 ili — ,„ - 1 0, 1 1:---‘7 &/104,051/ 11,P,40,41 aiFOR TE. MEMBER REPORT Deck Framing,Floor:Joist 1 pieces) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC PASSED Overall Length: 12' f' 10' 2' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. i'A �s �., -, ,'' System:Floor Member Reaction(lbs) 295 @ 3 1/2" 1406(1.50") Passed(21%) -- 1.0 D+1.0 L(Alt Spans) Member Type Shear(lbs) 261 @ 8'11 1/4" 1305 Passed(20%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential • Moment(Ft-lbs) 692 @ 4'11 15/16" 1360 Passed(51%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.127 @ 5'3/8" 0.237 Passed895 ) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) -0.108 @ 12' (U 0.223 Passed(21/496) -- 1.0 D+1.0 L(Alt Spans) TJ-Pro'"Rating N/A l N/A -- __ •Deflection criteria:LL(L/480)and TL(1/240). •Overhang deflection criteria:LL(21/480)and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'9"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'9"o/c unless detailed otherwise. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. •No composite action between deck and joist was considered in analysis. wR . � , 1-Hanger on 7 1/4"DF beam 35 � � � ���` °" _�� 3. 0" Hangers 1 .50" 45 268 313 See note 1 2-Beam-OF 5.50" 5.50" 1.50" 67 386 453 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. 1 Face Maunt Hanger LU26 A nm. n 1 50' N/A 6-lOd common 4-lOd x 1-1/2 a."';•-'. Yea 1-Uniform(PSF) 0 to 12' 16" 7.0 40.0 -Living Ar.. �� ,.,�.� 1.a Weyeg.rhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. STAINABLE FORESTRY INITIATIVE Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested inaccordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www,weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Brian Doyle 1/17/2018 4:36:55 PM Doy:e Engineering Inc Porte v5.3,Design Engine:V7.0.0.5 (503)538-2380 doyieb(dasme.org Moore-Coliing.4te Panel nf1 f PASSED _ F" RTC$ MEMBER REPORT Deck Framing,Deck Beam Y S1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length:9' + 1 CI 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. � ,, � �' %��' System:Floor '''`�.;�� � -W-,-..*:. Member Type:Drop Beam �>R��' 1.0 D+1.0 L(Alt Spans) Member Reaction(lbs) 1182 @ 8'SO 3/4" 9453(2.75") Passed(13%) Residential : Shear(lbs) 999 @ 3'1" 4675 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Building Use seIBCZO15 Moment(Ft-lbs) 1871 @ 5'7 9/16" 3222 Passed(58%) 1.00 1.0 D+1.0 L(Alt Spans) Design Code: B :15D Live Load DO.(in) -0.055 @ 0 0.200 Passed(2L1978) Total Load Defl.(in) -0.060 @ 0 0.223 Passed(211894) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:LL(0.2")and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'o/c unless detailed otherwise. •Applicable calculations are based on NDS. 1-Column-OF 5.50" 5.50" 1.50" 365 1715 2080 Blocking 2-Column-DF 2.75" 2.75" 1.50" 188 993/-108 1181/-108 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 0-Self Weight(PLF) 0 to 9' N/A 10.4 Res,dential living1 Uniform(PLF) 0 to 9'(Front) N/A 51.0 289.0 Areas , - .M , :'.�s r z m,� 4� •5US1M ABLE FORESTRY INmAT1vE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly any disclaimsany other warranties related to the software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator 1/16/2018 10:30:04 AM Forte v5.3,Design Engine:V7.0.0.5 Moore-Colling.4te Brian Doyle Doyle Engineering Inc (503)538-2380 Page 1 of 1 dovieb©asme org F 0 R T E% MEMBER REPORT Deck Framing,Deck Beam PASSED 1 piece(s) 6 x 6 Douglas Fir-Larch No. 1 ,. Overall Length:9' �t' 0 + ,:oalfk,;at.,,x:.,r,,r,,,,,„,I., ,,, •-..:,,:,,,,,„,„„-:._„"nr,„,,..-klii0414,47, ... •,.# ,', o r:,-.::J".,,,,,g,,,,,,,,,,,,litc,,s4-,-,,,--,*--:1--A,. ,i,e,,,,-;,,,--,!,.,:p4rizeit-,.1,--,,,-„,*-,g,,t, ,,,,,,,-_i 2' x' 7' X 0 El All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. o-.. Member Reaction(lbs) 1173 @ 8'10 3/4" 9453(2.75") Passed 12% sem 0�a , system:Floor Shear(lbs) ( ) -- 1.0 D+10 L(Alt Spans) Member Type:Drop Beam 1049 @ 2'11" 3428 Passed(31%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1859 @ 5'7 1/2" 2773 Passed(67%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Defl.(in) -0.113 @ 0 0.200 Passed(2L/474) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) -0.123 @ 0 0.223 Passed(2L/436) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:11(1/360)and TL(1/240). •Overhang deflection criteria:11(0.2")and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'o/c unless detailed otherwise. •Applicable calculations are based on NDS. 1-Column-DF 5.50" 5.50" 1.50" 348 1715 2063 Blocking 2-Column-DF 2.75" 2.75" 1.50" 180 993/-108 1173/-108 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 0 Self Weight(PLF) 0 to 9' N/A 7.7 1-Uniform(PLF) 0 to 9'(Front) N/A 51.0 289.0 Residential-Living Areas Weyerhaeuser warrants that the sizing of Its products will be in accordance with WeyerhaeuserptS3J SUSTAiNAB1E FORESTRY INmAPYE Weyerhaeuser expressly disclaims any other warranties related to the software.Use of hs softwares not eIMended to circumvn criteria and ent the need for aished design udesign "33 professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Brian Doyle 1/1$!2018 10:30:30 AM BriDoan Engineering Inc Forte v5.3,Design Engine:V7.0.0.5 (503)538-2380 doyleb©asme org Moore-Colling.4fe Paoe 1 of 1 F O R T E* MEMBER REPORT Deck Framing,Deck Beam 2 FAILED 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 V5: Overall Length:18' ,2'6" 13' k 2,6" 0 0 1 All locations are measured from the outside face of left support(or left cantilever end)All dimensions are horizontal. _ 1.0 D+1 0 L(Ad]Spans) Member Type:Drop Beam Member Reaction(lbs) 3284 @ 2'11 1/2" 37813(11.00") Passed(9%) BuildingeUsey :ResidentialDBe Shear(lbs) 1797 @ 4'2 1/2" 5922 Passed(30%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC Moment(Ft-lbs) 6166 @ 9' 6032 Passed(102%) 1.00 1.0 D+1.0 L(Alt Spans) Building e: By 201550 0.213 @ 0 0.200 Failed(21/334) -- 1.0 D+1.0 L(Alt Spans) Uve Load Deft.(in) Total Load Defl.(In) -0.241 @ 0 0.296 Passed(21/294) -- 1.0 D+1.0 L(Alt Spans) •Deflectlor.criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(0.2")and TL(2L/24 braced at 6"o/c unless detailed otherwise. •Top Edge Bracing(Lu):Top compression edge •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'o/c unless detailed otherwise. •Applicable calculations are based on NDS. .. AE 1 ✓fi i f ""e ,{ d t 1-Column Cap steel 11.00" 11.00" 1.50" 578 2706 3284 Blocking 2-Column Cap-steel 1100" 11.00" 1.50" 578 2706 3284 Blocking •Blocking Panels are assumed to cant no loads applied directly above them and the full load is applied to the member being designed. . swX13.2 0-Self Weight(PLF) 0 to 18' N/A 1 Uniform(PLF) 0 to 18'(Front) N/A 51.0 289.0 PENNI r _ c ,ae � � '�+r' fk` 'mow z� 1 k aw-ata „B a (SUSTAINABLE FORESTRY INmATIVE design criteria and published design values. Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product the for a professionalrts determined disdaims any other having njurisdiction.ties onThe designer of record,buildto the software.Use of this erwor framer isre is not nresponsible to assuretthat this calculation design is compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 10/20/2017 12:53:21 PM 5 ma Forte v5.3,Design Engine:V7.0.0.5 Brian Doyle Doyle Engineering Inc Page 1 of 1 (503)538-2380 doyleb@asme org • ' t(: - t f- ° z-. . 1 } $12 --7-yr 4 /9L@6,; a , e - _ 2 s� 4.47 • • x . d" ,;At), v - tom, /1X'v�j) t,44 g t, • - ra r[y fir. .-,�►,� �. ?/ t-OI wiots , " 11 sc t � t , < 4 ' 7, - ' 1it 1' . ` -.. ' LI., , . : . , , . , , , 4 . ., : , , , , , ..., , ; , , : :. . r z, '' ; , - ., , ;, ' :, , ' ' �� ' y:. _ } a . Is,,°C ., , -1. , 1J. lr0an C-o ( ( 1n c eok_ 19'512- so S � eAric 0 r. Ti and 612--- 97122._ Pro dkc deck- ` /GISt Lr-GY 7 r s jj z sw Scik►c ei-- � LEGEND:. --- _ —ss— SANITARY SEWER f:�..�,; I -SD- STORM DRAIN TRACT D , <,. —w— WATERLINE 6pR — '^ M6 • • MANHOLE "�iq eoe�'�'irSINN m a I 447.3 �3 CATCH BASIN m me+4ia.o. `� 446.6 + STREET LIGHT °"" nnaneis 18.23' REVISIONS — __ _. __ I STRAW WATTLE PERIMETER w. "`"t 60.4"°" I — ( ' I RECEIVED I '� — 31.46 EROSION CONTROL I 1 rTr I I I ..?- — -1 SIDE SETBACK I SETBACK SUMMARY FEB 29 2016 FRONT ' .11 8 CK z0 CITY OF F; �:RC) 1 I ll : `{5.00'. s• I BUILDING L1MSION I RFAR ETaREET �ACK TBACK is rsa 1s I s6 ii6''!I Ia $ I Ii 5.00 BUILDING:5019.5BD I FF-459.38 ' N —;i GARAGE ' I 1 r1101.111• 11•11 t I _. _- � LOT COVERAGE: :IS = ---�_ �l 'a wa .-.,� Lor AREA: i L Imo 6,540 SF I — — —L -_ — _ BUILDING POLYGON AT 6.00FOOTPRINT: 2,364 SF PUE I 29.27 27.29' BULL SIDEWALK COVERED PORCH . . . \, i �� ---- — ' CANraEVERUV GSPACE:® MOUNTAIN 56' � � OU =11 mow Mr 4 6-x- , �I,' 4/60P r.r -' : -P' L1EC1(AREA: 276 SF I �_ ;. i i 456.9 �� $f in w I \� ( H /�% TOTAL COVERAGE: 3,069 SF M M M WATER METER . , /� NI I`I //� 46.9 % LOT 55 111 M %_` M ` PLOT PLAN SD SD STORM LATERAL_�-. - PLANT t STREET IMPERVIOUS AREA 3,727 SF SANITARY LATERAL TREE:r CAL. -- - ss SW SS SEINE DRIVE —` +�. KOLDE 4RAIN TREE/ \ / PANKULATA POLYGON NORTHWEST(503)221-1920 CITY OF TIGARD $ 231 W8 Approved by Ian ing WPCLOT 55(R-4.5, LARGE) a .11.1110,40.• ,,,., Date: 02 MIMI.N: °.�"�ME POLYGON AT BULL MOUNTAIN 2 /S37z. SW SEINE DR Initials: LSIiiiTT INCH CH.2o FEET proved by Planning Data: .. 1-5 initials: VY) R Brian W. Doyle,P.E. PROFF Residential&Light Commercial �V\S ��1G l NE1111111, �c �ro Structures and Foundations m� 17,427 9 Doyle Engineering Inc. f, 24001 NE Ellis Lane Newberg,OR 97132 9 40REG©tV Te1503.538.2380 'fL 28, AC/ QOM doyleb@asme.org * " BSTE� 4geeeed 31 17 IAN 2 2018 Brian W. Doyle Oregon PE#17,427 17 January 2018 Stan Moore Moore Construction 6107 SW Murray Blvd. #263 Beaverton, OR 97008 <stan@mooredecks.corn> 503-522-0047 re: Brian Coiling Deck 15372 SW Seine Dr Tigard, OR You designed a new 12' x 18' deck to be erected beside an existing smaller deck. Your drawings—copies attached—are acceptable with the following notes and adjustments. 1. On pages 2 and 3 increase the footing size to 16"x 16"x 18.My attached notes show that the larger size is required to resist wind uplift. 2. On page 3 the AB series base is acceptable.Anchoring to the concrete requires a stainless Titen screw or a corrosion resistant expansion anchor.The regular Titen screws are not rated for exterior(wet)use. 3.A 6x8 or 6x6 beam on three supports as shown on pages 3 and 4 is adequate as shown in my notes. An alternative is a 6x 10 beam on two supports as shown on page 5 of my notes. If you support the deck on two posts, increase the footing size to 20" x 20" x 18". 4. On page 2 the 2x6 diagonal braces under the joists are acceptable lateral stiffening. Attachment must be with screws(not nails)—three to the joists at each end and one per joist in-between. end of file �bra ftr',,r 2/ A' L-,9/ 2, y Asne, 7.0fd 7tf'i >./0 4,- ' V °',(1/hi, fiat ...tyrepd 0711.700...2 o a2Lb 1yt7iev rv2 dffa7 2£3 ':471/...,-0 eP2L : �,s�� evg ""tr, "22,6 r .2I , coif,(-5) - 1 ',e`o ( f ? / 5ryl4fle6'" • e'5,/i4, 01 Z-.= 2r,2 — 4'/Z rf0 44 b. *add 1V tri' f -/ = .j-)11,7 I9tM >)9141 -t A ' gt7.6,V c79/ `5, - of 1 d, Q OM Si �/Z. g! 'i / �1 , .5/ n ,Irl 37AV-7/t//4-7 ' F p R T E e MEMBER REPORT Deck Framing,Floor.Joist 1 pieces) 2 x 8 Douglas Fir-Larch No. 2 @ 16" OC PASSED 44Overall Length:12' 0. k 3� 10' 2' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Reaction(lbs) �� ,!��, F �a., s�l ,� ,� � � Shear(lbs) 1406(1.50") Passed(21%) 1.0 D+LO L(Alt Spans) T Moment(Ft-lbs) imileizezin 1305 Passed(20%) r Use ::exist 1360 Passed(51%) ® 1.0 D+1.0 L(AltAI!Spans) Building use:Residential Live Load DeB.(In 0.127 @ 5'3/8" ® 1.0 D+1.0 L Spans) Building Total LoaddDef.. n) 0.237 Passed(1)895) Code:log 20 S -0.108 @ 12' 0.223 � Passed 2 496 1.0 D+1.0 L(Alt Spans) Design Methodology;ASD •Deflection ti Raring C U ) 1.0 D+1.0 L(Alt Spans) -Pro criteria:U.(1)480)and TL(L/240). •Overhang deflection criteria:U.(21/480)and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 11'9"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'9"o/c unless detailed otherwise. •A 15%Increase in the moment capacity has been added to account for repetitive member usage. 'Applicable calculations are based on NDS. "No composite action between deck and joist was considered in analysis. r 1-Hanger on 7 1/4"DF beam 3.50 1-Beam-DF 1.50 2 5.50" 5.50" 1.50" � ® - •Blocking Panels are assumed to carry no loads applied directly above them and the full load is ®g Blocking "At hanger supports,the Total Bearing dimension Is equal to the width of the materialappliedthto the tiger member being designed. See Connector grid below for additional information and/or that is supporting the hanger requirements. ...+r i �... u. ' f , - ', .1.;,:-,7,'-1"-:1?rF Y 7 '�' d r� 13°" �.-1°d G_. .. r � � 10d common 4-IOd x 1-1/2 `� �" E z 0 to 12 7.0 40.0 SQUill ..... :. .w.-;� - - Sa Vii: Weyerhaeuser' - '' -'LS ` ,',7, .:< s.;?- .. :-1:7,..., `r '�i't ka9 z wr,, ` °:,'-,,i:„r '''''` ate" ' "z J� of i Weyerhaeuser warrants thatdisclaimsthem other products willrelated to e in accordance with Weyerhaeuser product design criteria and bushed (ice StlSTANdAOLE FORESTRY INnrATIVE Professional as determined by the authority having the software.Use of this software Is not in � design values. (*SUSTAINABLE sson with the overallmineddesigner of record,builder or framer is tended to cisible rcumvent as uretthe need for calculationa togs compatibleng jurisdiction.The e that this Is Weyerhaeuser the ov are third-partyAccessories(Rim Board, locking Panels and Squash Blocks)are not designedn by this software.Products anu��at Wier h Buser certified to sushi forestry standards.Weyerhaeuser Engineered Lumber W reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For currentcode Products e evaluation �by ICC ES Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-librarY. The product application,Input design loads,dimensions and support information have been provided by Forte Software Operator � 3 {srxtei 'e Brian Doyle Doyle Engineerng Inc 1/17/2018 4:36:55 PM (501)53B-2380 Forte v5.3,Design Engine:V7.0.0.5 doyleb@esme-org Moore-Coof1 t ----- Pagee 1 of 1 F R T E* MEMBER REPORT Deck Framing,Deck Beam PASSED - J i/ i 1 pie (s) 6 x 8 Douglas Fir-Larch No. 2 0 Overall Length:9' s ,� : "^5. is r s r a ,.„. ,a. 7.« 4.- s. A-- zr,. " 1 7' 0 0 AR locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. �`, - 4 fi . > --r � �^s'' ��'p, fi �'`,„ ' ,, % '''' ' s7.$1. 7.,,F z ' system:Floor ��� � a ���-� Member Type:Drop Beam 2.. 1. /4".m� 94 — 1.0 D+1.0 L(Alt Spans) Member Reaction(Its) 1182 @ 8'10 3/4" 9453(2.75") Passed(13%) Building Use:Residential Shear(lbs) 999 @ 3'1" 4675 Passed(21%) 1.00 1.0 D+1.0 L(All Spans)) Building Use::IBC Moment(Ft-lbs) 1871 @ 5'7 9/16" 3222 Passed(58%) 1.00 1.0 D+1.0 L(Alt Spans) DesignuCode: v:20155D Live Load Del.(In) -0.055 @ 0 0.200 Passed(21/978) Total Load Deft.(In) -0.060 @ 0 0.223 Passed(21/894) -- 1.0 D+1.0 L(Aft Spans) •Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:LL(0.2")and TL(2est be braced at 9'o/c unless detailed otherwise. •Top Edge Bradng(Lu):Top compression edge •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'o/c unless detailed otherwise. •Applicable calculations are based on NDS s xt^s'.,• ' 'a-x"' xy *%-s.r Y-75'" ? ;i wz c r; � . �-t ., ,,.,x•:k..&..,, a � ,., ,,.�> �. �". �~z,,a.a'�.,r#i•x..����.r..�`�X�.'3 -rte... £' .., 1-Column-DF 5.50" 5.50" 1.50" 365 1715 2080 Bloddng 2-Column-DF 2.75" 2.75" 1.50" 188 993/-108 1181/-108 Bloddng •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. .. <--- 0-Sell Weight(PLF) , , * ,. ,�,�9' ..... ,., ���� s...<10.4 1-Uniform(PLF) 0 to 9'(Front) N/A 51.0 289.0 a� � �) �SUSTAINABLE FORESTRY INmAT1vE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design for a design values. Weyerhaeuser expressly disclaims any other warranties related to the software.of r software isis circumventt intended to the �a calculation ni professional as detenMned by the authority having jurisdiction.The designerthis assure oftwe th Products manufactured at compatible with the oveeall project.Accessories(Rim Board,Blockinxg Panels and Squash Blocks)are Lgm byy this s s have bei arab an by ere a Weyerhaeuser facilities are third-party certified to and/or able forestry standards_Weyerhabl Eng under technical reports ESR-1153 and ESR-1387 tested in accordance with applicable ASTMbtaryt code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. product application,input design loads,dimensions and support information have been provided by Forte Software Operator 1/16/2018 10:30:04 AM t ► Job Nates Forte v5.3.Design Engine:V7.0.0.5 N/00ta-Caldng.4#e Brian Doyle Doyle Engineering Inc Page 1 of 1 (503)538-2380 doyleb@asme.org r O R T E s MEMBER REPORT Deck Framing,Deck Beam 1 piece(s)6 x 6 Douglas Fir-Larch No. 1 PASSED re Overall Length:9' . . n z� erg���� . € ' ` , '� ;,,„.-:".-,..-01,...-L-,_ ,, _- t*"'p ... 2' T 0 Q All locations are measured from the outside face of left support2 (or left cantilever end)Ali dimensions are horizontal. ',wa T : „ e xr ^.^s.t7.-,,;‘ ,„c!.',!::::,7' o . "» u,''-;;;';:7-74:7:::.'4":t7:::" ;;' °s£S^:: cam, Member Reaction Obs) 1173 w, ...ba ., wf�z �^g ,a @ 8 10 3/4" 9453(2.75") Passed(12%) 1.0 + (Alt S Member SYstem:Type Shear(lbs 1049 @ 2,11„ �, D+1.0 l Spans) f4ember Type:Drop Beam Moment(Ft-lbs) 3428 Passed(31%) r r 1.0 D+1.0 L(All Spans) Building Use:Residential 1859 @ 5'71/2" 2773 Passed(67%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Defl.(In) -0.113 @ 0 0.200 Passed(21./474) a 1.0 D+1.0 L(Alt Total Load Defl.(In) -0.123 @ 0 Spans) Design Methodology:ASD •Deflection criteria:LL(L/360)and Tt(L/240). 0.223 Passed 21./436) 1.0 D+1.0 L(Alt Spans) •Overhang deflection criteria:U.(0.2")and TL(2t/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'o/c unless detailed otherwise. •Applicable calculations are based on NDS. 1-Column-DF 5.50" 5.50" 1.50" 348 1715 2063 63 B. ck 2-Column-DF kxldng 2.75" 2.75" 1.50" 180 993/-108 1173/-108 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 0-Self Weight(PLF) 0 to 9' N/A 7.7 IIIMMCM 0 to 9'(Front) N/A 51.0 289.0 '`-" L ale Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. stisTAanlAetE FatESTRy INITiATlVE 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,bulkier or framer is responsible to assure that this calculation Is compatible with the overall project Accessories t(RimtB�e�king Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser fatalities are.third under haeuser reports are th rd-party arty ce li ied forestry standards.W�Engineered Lumber Products have been evaluated by ICC ES Weyerhaeuser product literature and installation details refer tod rwwwacm accordance with .com/wte ASTM standards.For current code evaluation reports, The product application,input �er.com/woodprodixts/docvment-library. design loads,dimensions and support information have been provided by Forte Software Operator Bloc,Doyle : .lob Ngtes Doyle Engineering Inc 11761201$10:30:30 Af+A (tea]sae neo t=orte v5.3,Design Engine:V7.0.0.5 doyteb�asme.erg Mtmre-Colling.4te i Page 1 of 1 F 0 R T E x MEMBER REPORT Deck Framing,Deck Beam 2 FAILED i 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 / Overall Length:18' s ,� 4v�`-r., a t av 2 6. ,. 13' 4, 2'6" I, 0 0 All locations are measured from the outside face of left support(or left cantilever end)All dimensions are horizontal. System:Hoon .;..�� :. . t.'''',,":''- '17:,—,-:::=. := . . E ..Mv <_.. ... , � � ?,.,. na-.,_r. .. _ w� -- 1.OD+1.OL(Adj�ns) Member Type:DmPBeam Member Reaction(lbs) 3284 @ 2'11 1/2" 37813(11.00") Passed(9%) Member :Residential Shear(lbs) 1797 @ 4'2 1/2" 5922 Passed(30%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use::es Moment(Ft-lbs) 6166 @ 9' 6032 Passed(102%) 1.00 1.0 0+1.0 L(Alt Spans) Design Code:D CY.20155D Live Load Defl.(in) -0.213 @ 0 0.200 Failed(21./334) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) -0.241 @ 0 0.296 Passed(211294) -- 1.0 D+1.0 L(Alt Spans) •Deflector.c iberia:11(1/ and TL . •Overhang deflection crit ria:360)Il(0.2")([/240)and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'o/c unless derailed otherwise. •Applicable calculations are based on NDS. F 1-Column Cap-steel 11.00" 11.00" 1.50" 578 2706 3284 Blocking 2-Column Cap-steel 11.00" 11.00" 1.50" 578 2706 3284 Bloddng •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. , 0-Set Weight(PLF) 0 to 18' N/A 13.2 Residential-living 1-Uniform(PLF) 0 to 18'(Front) N/A 51.0 289.0 Arras ,�� � r ` � (iS)SUSTAiNABtE fORF57RY iNmATIVE e t n asteria and published design values. W� rthat the sizing of its products will be in accordance with Weyerhaeuser productdesignto need a design Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended circumvent assure tl the thisfor calculation Is professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible compatible with the overall project Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed Products have bey this sofbmare. en Products manuby facture ES Weyerhaeuser facilities are third-party certified to sustainable foresby standards.WeyerhaeuserEngineered current.For code evaluation rePohed under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. 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