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documents -- MEMBER REPORT Level,Roof:Joist rr PASSED 1 piece(s) 4 x 6 Southern Pine No. 2 @ 24 OC Overall Sloped Length: 11'6 15/16" 0 o 12 i. l­ o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. �t&i�ll @SU 5 /K ai Location Allowed Result ?, �: ILQad;Cmn �;. System:Roof Member Reaction(lbs) 745 @ 11'3" 2966(1.50") Passed(25%) 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(lbs) 677 @ 10'9 1/2" 2583 Passed(26%) 1.15 1.0 D+1.0 S(Alt Spans) Building Use:Residential Moment(Ft-lbs) 1850 @ 6'3 7/16" 1944 Passed(95%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.396 @ 6'3 1/16" 0.503 Passed(L/305) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.494 @ 6'3 1/16" 0.503 Passed(L/244) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:1/12 Deflection criteria:LL(L/240)and TL(L/240). Overhang deflection criteria:LL(2L/240)and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'3"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. Bearing Length fSup �� " < E "a Total Availabl 1-Beveled Plate-SPF 5.50" 5.50" 1.50" 190 758 948 Blocking 2-Hanger on 5 1/2"SPF beam 3.00" Hanger' 1.50" 156 627 783 See note' •Blocking Panels are assumed to cant'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/or requirements. CO1YT(I4GtGF: '`ryS = 11e�#Of5 �\ ' PPgt' ' Modei r Seat Length Top Mails 2-Face Mount Hanger HHUS46X D5 3.00" N/A 14-16d common 6-16d double shear Dead Snow <IS', (ode) (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 11'6" 24" 15.0 60.0 Roof �', 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.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 ................._.._...-- ............. –.. — -- --- Forte Software Operator Job Notes 112612618 4:14:55 PM Forte v5.3,Design Engine:V7.0.0.5 hedn rre•.ers GU:tiSiiJnti)G'r' (518 490-7162 hawrrs@cuttslurn ber.corr! Page 1 Of 1 "! MEMBER REPORT Level,Roof.'Joist PASSED 1 piece(s) 2 x 6 Southern Pine No. 2 @ 12" OC Overall Sloped Length: 17' 1 3/16" + + 0 0 12 t� 1' 5'6" 10'6" 1 2 3 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual(P Location Alkwied Resu(tLoad:Combination(Pattern) System:Roof Member Reaction(lbs) 321 @ 16'10 1/2" 1271(1.50") Passed(25%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Joist Shear(lbs) 411 @ 7'2 1/8" 1107 Passed(37%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -753 @ 6'6" 833 Passed(90%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.318 @ 12'15/8" 0.521 Passed(1./393) 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.394 @ 12'13/4" 0.521 Passed(L/317) 1.0 D+1.0 S(Alt Spans) Member Pitch:1/12 Deflection criteria:LL(L/240)and TL(1-/240). Overhang deflection criteria:LL(2L/240)and TL(2L/240). Birdsmouth cut has not been analyzed. Top Edge Bracing(Lu):Top compression edge must be braced at 11'4"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'8"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. v iled9 tt! a ad, „Ctfi81 AnrailaMe„ R 17eAon 1-Birdsmouth-PSL 3.50" 3.50" 1.50" 31 175 206 Blocking 2-Beveled Plate-PSL 5.25" 5.25" 1.50" 159 639 798 Blocking 3-Hanger on 5 1/2"SPF beam 1.50" Hanger' 1.50" 65 265 330 See note' •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 •'See Connector grid below for additional information and/or requirements. +connector;Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Ac`essodes 3-Face Mount Hanger Connector not found N/A N/A N/A N/A Dead Snow' Leads Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 17' 12' 15.0 60.0 Roof 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.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 Forte Software Operator .Sob Nates 1/26/2018 4:22:10 PM kemn ravens Forte v5.3,Design Engine:V7.0.0.5 custis?umbe;. 518)490-7162 havens@curl siumbet.corn Page 1 of 1 ;91 SER RESORT Level,Roof. Drop Beam outside PASSED 1 2 piece(s) 13/4" x 9 1/2" 2.0E Microllam® LVL Overall Length: 11'7 1/2" 0 -____-- _--_—. __._ ___ ..—._... p 10,9,. a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results AeW Allowed Result LSF Lead-Combination(Pattern) System;Roof Member Reaction(lbs) 3544 @ 3 3/4" 13781(5.25") Passed(26%) 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 2794 @ 1'2 3/4" 7265 Passed(38%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 9222 @ 5'9 3/4" 13541 Passed(68%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.341 @ 5'9 3/4" 0.367 Passed(L/387) 1.0D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.434 @ 5'9 3/4" 0.550 Passed(L/304) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'8"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'8"o/c unless detailed otherwise. Bearing L-oth, st©sup{t (lhs) supp" Total Available, ltep„,' t Wow I snorw, ToFal 14€Gesebties ' 1-Column-PSL 5.25" 5.25" 1.50" 754 2790 3544 Blocking 2-Column-PSL 5.25" 5.25" 1.50" 754 2790 3544 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 5 ''; Loads Location(side) Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 11'7 1/2" N/A 9.7 1-Uniform(PSF) 0 to 11'7 1/2" 8' 15.0 60.0 Roof Front @r"leCkSeC 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.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 Forte Software Operator Jab Notes 11/27/2017 1:44:34 P k ,,,r.v.>_r}s Forte v,9 3,Design Engine:V7.0.0.5 {;,a 1isumt�er 1518)490-7162 h, ns(uc:uttislurnber.corr, Paye 1 Of 1 , id' MEMBER REPORT Level,Roof:Drop Beam mid beam PASSED 3 piece(s) 13/4" x 9 1/2" 2.0E Microllam® LVL Overall Length: 11'7 1/2" o .-- -- --- - - - -- =-- o E E E 1 i 10'9„ a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Larati©h .;- Allowed Result LDF load Catttln(paEF�m} System:Roof Member Reaction(lbs) 3610 @ 3 3/4" 20672(5.25") Passed(17%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam Shear(lbs) 2846 @ 1'2 3/4" 10898 Passed(26%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 9393 @ 5'9 3/4" 20312 Passed(46%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.228 @ 5'9 3/4" 0.550 Passed(L/580) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.294 @ 5'9 3/4" 0.550 Passed(L/448) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(1-/240)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'8"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'8"o/c unless detailed otherwise. Bearing Length 11.06d5t©5upp Ohs) . = Trial Available Required Dead -snow I-Column-PSL 5.25" 5.25" 1.50" 820 2790 3610 Blocking 2-Column-PSL 5.25" 5.25" 1.50" 820 2790 3610 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 SPOW meads Location(side) , Width (0.90) (1.15) 0-Self Weight(PLF) 0 to 11'7 1/2" N/A 14.5 1-Uniform(PSF) 0 to 11'7 1/2" 8' 15.8 60.0 Roof Front Wyethr3eUS6tea (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.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 ---...._.....................-_........... .............. — ............ ........_ ...... ---- Forte Software Operator Job Notes 11/27/2017 1:44:57 PM keuin haaer, Forte v5.3,Design Engine:V7.0.0.5 curlisum;;er 1,518)490.716 2 haU-::ns�u;<tfri slurr!ber.cgrr Page 1 of 1