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Specifications MsT2020- 0 /9& /3No SW tfiree .0D "off1V` JUL 0 2 20?r: '1"01F u : 0 CITY OF TIGARD SUMMIT ENGINEER BUILDING DIVISION G L.L.C. Presents OFFICE COPY Structural Calculations for Project: Builder: Covered Deck Evergreen Renovations 13140 S.W. Howard Dr. 4824 SW Scholls Ferry Road Tigard, OR 97223 Portland, OR 97225 Project No. 20-063 Date: July 1, 2020 Project Description, Criteria and Scope Pages 1 - 3 Gravity Analysis Pages 4 - 14 Lateral Analysis Pages 15 - 16 03 PROPeo, ,1/4.4GIN4. /02 OREGON 6 £ ' G - 30 -21 Project Scope: Covered deck requires the following structural elements: • Wind and seismic analysis • Gravity elements Codes used: 2019 OREGON STRUCTURAL SPECIALTY CODE (IBC) Wind load ASCE 7-16: Exposure Category Partially Open Sec 26.2 Wind speed, Vasd 76 mph OSSC Eqn 16-33 Ka 0.85 Table 26.6-1 Exposure B Sec. 26.7.3 K 1 Sec. 26.8.2 G 0.85 Sec. 26.9.1 Gcpi 0.18 Table 26.13-1 Khor Kz 0.7 Table 26.10-1 Ka 1 Table 26.9-1 q� = 0.00256KZK,tKdV2 8.8 psf Eqn 26.10-1 F = ghGC fAs Cf= 1.6 (ASCE 7-16 Figure 29.4-2) F = 12 psf Seismic load ASCE 7-16: Risk Category II per ASCE table 1.5.1 V= Cs W Cs = Sds R= 6.5 (tie deck back to house) Cs= 0.68/6.5 = 0.105 SDC =D R/I Page 1 Dead Loads: Roof: Floor: Ext Wall: 1/2"ply 1.7 psf 2x flat decking 4.37 psf 2x6 @ 16"oc 1.5 psf Roofing 2.5 psf 2x8 @ 16"oc 2.0 psf Siding 2.5 psf 2x6 @ 24"oc 1.0 psf 1/2" gyp 2.2 psf 1/2"ply 1.7 psf 1/2" gyp 2.2 psf Elec/misc 0.5 psf Insul/elec/misc 0.5psf Elec/misc 0.5 psf 7.9 psf 9.0 psf 6.2 psf use: 10 psf use: 10 psf use: 8 psf Live Loads: 40 psf floor 25 psf snow Allowable Soil Bearing Pressure: 1500 psf per OSSC. Page 2 OSHPDiiik 13140 SW Howard Dr, Tigard, OR 97223, USA Latitude, Longitude: 45.4245454, -122.7967048 SW Fonner St CO rgen Ct�o cri t ro co o v .2\__________- es,et S rJ�a� rro ,\t SW Marion St ceals Dr re, o o v.:Sevin's Daycare/ a�`° _ Preschool V A. a e�`y ' Map data 02020 Date 6/28/2020,3:12:41 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D-Default(See Section 11.4.3) Type Value Description Ss 0.85 MCER ground motion.(for 0.2 second period) St 0.394 MCER ground motion.(for 1.0s period) SMs 1.02 Site-modified spectral acceleration value SMi null-See Section 11.4.8 Site-modified spectral acceleration value SDS 0.68 Numeric seismic design value at 0.2 second SA Sot null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.388 MCEG peak ground acceleration FPGA 1.212 Site amplification factor at PGA PGAM 0.47 Site modified peak ground acceleration TL 16 Long-period transition period in seconds SsRT 0.85 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 0.961 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.394 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.455 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.884 Mapped value of the risk coefficient at short periods PAGE 3 2a -ob.$ 4► «tut%''/ rne7 S �2v LvStid pF�r,E(ZS 2K(p °04"- leder, tiro w/ !) P- r Sjwpso d CaS dra t b oC �1 j xf2 -- 3 Ufa w= 6.64 1 (4'; ✓ Qv; M (Zoe" �F'L,f�G.lY/€ kt?1 L e ct -Mo . ce A�,R.. Co 4c Co Prax 1. i Led v 12.S Pit .c\s\S w/GDS Vets, 1, l" x 27��' ��� scot V N'trr r, . 4 4:1;43 CI 001' '1, -24seT) i lU01 ; Cott-6 AK).1 c,ebaQ it 6:?p, Az2l10 9 .i lopeF ''r'u S2 5 { ,!'a k a7, ! 90 PGr ' g,4 S.k „ / ek i ,F1-.,60 ' ai rs ,.'2)(.$ pr 12F- ' r.).Z.0 1(o"ac. ✓ r-` Dr - s, wo ,v Pr au✓ SIl At ode 73r w' /utuaa- 2 Tyner (2)2vfr o v-- e, 47 • :ill I-V K I t t j MEMBER REPORT PASSED Level, Roof:Joist 1 piece(s) 2 x 6 Douglas Fir-Larch No.2 @ 24"OC Sicped-er,g;-d e 1/4 0 1 1 12 f 1 1 1 1 2 6' )❑ All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:9'1 5/8" Design Results Actual o Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 408 @ 2'2 3/4" 3614(5.50") Passed(11%) - 1.0 D+ 1.0 S(All Spans) Member Type:Joist Budding Use:Residential Shear(Ibs) 203 @ 2'10 13/16" 1139 Passed(18%) 1.15 1.0 D+ 1.0 5(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 297 @ 5'7 11/16" 975 Passed(30%) 1.15 1.0 D+ 1.0 S(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.049 @ 5'5 9/16" 0.325 Passed(L/999+) -- 1.0 D+ 1.0 5(Alt Spans) Member Pitch:3/12 Total Load Deft.(in) 0.065 @ 5'5 7/8" 0.434 Passed(L/999+) -- 1.0 D+ 1.0 S(Alt Spans) • Deflection criteria:LL(L/240)and It(L/180). •Overhang deflection criteria:LL(2L/240)and TL(2L/180). •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. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-SPF 5,50" 5.50" 1.50" 119 289 408 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 61 158 219 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 Bracing Intervals Comments Top Edge(Lu) 9'o/c • Bottom Edge(Lu) 9'o/c •Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Load Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 8'9" 24" 10.0 25.0 Weyerhaeuser 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 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/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator • PAGE 5 ForteWEB Software Operator lob Notes 7/1/2020 5:37:05 PM UTC Julie Flavelka Summit Engineering ForteWEB v3.0, Engine: V8.1.1.11,Data:V8.0.0.0 (503)734-6633 julie@summitengineeringllc.com Weyerhaeuser File Name: Howard Parts l I I 21 -V K I L. W1! MEMBER REPORT PASSED Level, Roof Beam •NOTE: THIS 1 piece(s)6 x 8 Douglas Fir-Larch No. 2 OUTPUT IS FOR DF-L. SEE HAND CALC ON PAGE 4 Overall Length: 10' FOR CEDAR. 0 0 r r 9' 1' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 49 Location Allowed Result LOP Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1077 @ 4" 12856(5.50") Passed(8%) -- 1.0 D+ 1.0 S(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 844 @ 1'1" 5376 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 2346 @ 5' 3705 Passed(63%) 1.15 1.0 D+1.0 5(All Spans) Design Methodology:ASD Live Load Dell.(In) 0.098 @ 5' 0.311 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Total Load Defl.(in) 0.146 @ 5' 0.467 Passed(L/765) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/360)and TL(1./240). •Top Edge Bracing(Lu):Top compression edge must be braced at 10'o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10'o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 5.50" 5.50" 1.50" 352 725 1077 Blocking 2-Stud wall-SPF 5.50" 5.50" 1.50" 352 725 1077 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 10' N/A 10.4 -- 1-Uniform(PLF) 0 to 10'(Top) N/A 60.0 145.0 Weyerhaeuser 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 fora 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/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by ForteWEB Software Operator PAGE 6 ForteWEB Software Operator Job Notes 6/28/2020 10:34:14 PM UTC Julie Havelka Summit Engineering ForteWEB v2.4, Engine:V8.0.1.5,Data:V7.3.2.0 (503)734-6633 julie@summitengineeringllc.com Weyerhaeuser File Name: Howard Pane 1 / 1 • II-UK ' 1�.US:1 MEMBER REPORT PASSED Level, Floor:Joist 1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 16"OC • 0Overall Length:6'7i ' + + 0 I , - - , i if 6' 1 ❑) 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Si Location Allowed Result LOF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 213 @ 2 1/2" 1434(2.25") Passed(15%) - 1.0 D+ 1.0 L(All Spans) Member Type:Joist • Building Use:Residential Shear(Ibs) 160 @ 10 3/4" 1305 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 317 @ 3'3 1/2" 1360 Passed(23%) _ 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.023 @ 3'3 1/2" 0.206 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Total Load Deli.(in) 0.028 @ 3'3 1/2" 0.308 Passed(1/999+) — 1.0 D+ 1.0 L(All Spans) TJ-Pro'"Rating N/A N/A N/A N/A • Deflection criteria:LL(L/360)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'5"o/c based on loads applied,unless detailed oche • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'5"o/c based on loads applied,unless detailed oth ise. OK AS PT WITH •A 15%Increase in the moment capacity has been added to account for repetitive member usage. 20% STRENGTH •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. REDUCTION. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories • 1•Stud wall-SPF 3.50" 2.25" 1.50" 44 176 220 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 44 176 220 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (L.0O) Comments 1-Uniform(PSF) 0 to 6'7" 16" 10.0 40.0 Weyerhaeuser 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 facilities are third-parry 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/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator PAGE 7 ForteWEB Software Operator Job Notes 6/28/2020 11:00:07 PM UTC Julie Havelka Summit Engineering ForteWEB v2.4,Engine:V8.0.1.5, Data:V7.3.2.0 (503)734-6633 julie@summitengineeringllc.com Weyerhaeuser File Name: Howard Panes 1 / 1 iI It-U K I L VW MEMBER REPORT PASSED Level, Floor beam 1 piece(s)6 x 8 Douglas Fir-Larch No. 2 Overall Length:10' minimmiimmimi 0 0 I I r .5 1 r II 9 i t I] All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual Et Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 877 @ 4" 12856(5.50") Passed(7%) - 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 687 @ 1'1" 4675 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-lbs) 1910 @ 5' 3222 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.090 @ 5' 0.311 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Deft(in) 0.119 @ 5' 0.467 Passed(1/940) - 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 10'o/c based on loads applied,unless detailed otherwise. Q K AS PT WITH • Bottom Edge Braang(Lu):Bottom compression edge must be braced at 10'o/c based on loads applied,unless detailed otherwis . •Applicable calculations are based on NDS. 20% STRENGTH Bearing Length Loads to Supports(lbs) REDUCTION. Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-SPF 5.50" 5.50" 1.50" 217 660 877 Blocking 2-Stud wall-SPF 5.50" 5.50" 1.50" 217 660 877 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) comments 0-Self Weight(PLF) 0 to 10' N/A 10.4 — 1-Uniform(PLF) 0 to 10'(Top) N/A 33.0 132.0 Weyerhaeuser 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 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/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator PAGE 8 f ForteWEB Software Operator Job Notes 6/28/2020 11:03:30 PM UTC Julie Havelka Summit Engineering ForteWEB v2.4, Engine:V8.0.1.5, Data:V7.3.2.0 (503)734-6633 julie@summitengineeringllc.com Weyerhaeuser File Name: Howard Panp 1 / 1 ad f V K I E. LW MEMBER REPORT PASSED Level,Side floor beam 2 piece(s)2 x 8 Douglas Fir-Larch No.2 @ 12"OC Overall Length:6'7" + + 0 0 ' F 6' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 236 @ 2 1/2" 2869(2.25") Passed(8%) - 1.0 D+1.0 L(All Spans) Member type:Joist Building Use:Residential Shear(Ibs) 177 @ 10 3/4" 2610 Passed(7%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 352 @ 3'3 1/2" 2720 Passed(13°/0) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.009 @ 3'3 1/2" 0.206 Passed(L/999+) — 1.0 D+ 1.0 L(All Spans) Total Load Defl.(in) 0.016 @ 3'3 1/2" 0.308 Passed(L/999+) — 1.0 D+ 1.0 L(All Spans) TJ-Pro""Rating N/A N/A N/A -- N/A • Deflection criteria:LL(L/360)and TL(1/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'5"o/c based on loads applied,unless detailed otherwise, • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'5"o/c based on loads applied,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. • Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-SPF 3.50" 2.25" 1.50" 112 132 244 1 1/4"Rim Board 2-Stud wall-SPF 3.50" 2.25" 1.50" 112 132 244 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments • 1-Uniform(PLF) 0 to 6'7" N/A 34.0 40.0 Weyerhaeuser 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 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.weyerhaeusebcom/woocIproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by ForteWEB Software Operator PAGE 9 ForteWEB software Operator Job Notes 6/28/2020 11:11:56 PM UTC Julie Havelka Summit Engineering ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 (503)734-6633 julie@summitengineeringllc.com Weyerhaeuser File Name: Howard Perri 1 / i 79014.40 CA . I ;/ 7 ( 6.0 4- 3s-1. ( — .. - - -----•- — 64 le 3tici --- , (. ,. 't 1,0_1 ty.41•‘,„ ‘42.,,A _ ..., _________ _.._ t7'401V r Otves- , 1 /7 i ALT- 1 . 1c.v2- __ ____ __.4._._ i .. i _o.vb -t)17 Rare of.p4Ert.,,_ T lAot_1421„4,1) JklYktkir.._ r 9, i 44- NI ..... et. , , ,, Il se 8. 42 ),..., 68.. 4000, ---1,-- ' 'Pawl - - . wat Cs Sc-e.44.4)S 'IF 44 Va : 611-14 , .1.0 cionv 2.1-7 ..,,„7to dir 7 . tgoeta;74 inn; --al------P-A1,1;.----4----2 014•--c-Aips Agebyr__poo_ev.A..___..‘ffrea ro" ..________ . . . . - , i Vxp p hvaigj]ghhullj/#poF Date: phone: 971.251.0194 Project No.: www.SummitEngineeringLLC.com Project Name: • Posts: 8.00 ft maximum design length 6x6 Pm3, 3000 lb Slenderness = le/c1) = 27.4 50 Compare value, must be <50 per NDS H-1 cD=3.5 OK FCE ( 4 2 1+ FCE 1 + FCE F'�=F� Fd ` F` FCE/FC 2C 2C C • C 0.8 e 8.00 ft d 5.5 in b 5.5 in E' 580000 psi FcE 1565 psi Fe 550 psi Unadjusted Cedar No.2 compression strength Ci 1 Incising factor Cm 0.7 Moist Service F* 385 psi Adjusted compression strength F 363 psi Allowable compression strength per Euler stress Pam.= (A)(Fc) 10983 lb Area of post x allowable compression Pmax 3000 lb Check Pmax VS Paso, OK PAGE 11 } 077,_,,,,"- . X./..°. r, . t X, Lca.D -11.1._ R,00F (-+WQ-.= 2f104 -a s� 4 - c tokzS .3. '4. :zi t ` ` St. =� p,4 N i-AVAt e. Aft-_ Uk t . 02 Labkrz -p„ C-wcc +-Ma.- = G,b ....1-- L''i ( t 4., +- Ito) k 3 C k fic+-44 2 (ravR vet tr4 0ig____ _ - 4 N S�cta 1 • IV I UK I t '1,'14:1 MEMBER REPORT PASSED Level,Existing header over 2nd floor window 1 piece(s)4 x 8 Douglas Fir-Larch No. 2 • Overall Length:B'3' 0 0 r • I 9 3' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 955 @ 0 2231(1.50") Passed(43%) -- 1.0 D+1.0 S(All Spans) Member type:Drop Beam Building Use:Residential Shear(Ibs) 786 @ 8 3/4" 3502 Passed(22%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Moment(Ft-Ibs) 1969 @ 4'1 1/2" 3438 Passed(57%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.073©4'1 1/2" 0.275 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Total Load Defi.(in) 0.136 @ 4'1 1/2" 0.412 Passed(L/730) -- 1.0 D+1.0 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 8'3"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'3"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NOS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 1.50" 1.50" 1.50" 439 516 955 Blocking 2-Stud wall-SPF 1.50" 1.50" 1.50" 439 516 955 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 8'3" N/A 6.4 1-Uniform(PLF) 0 to 8'3"(Top) N/A 100.0 125.0 Weyerhaeuser 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 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/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator PAGE 13 ForteWEB Software operator Job Notes 6/29/2020 11:27:26 PM UTC Julie Havelka Summit Engineering ForteWEB v2.4, Engine:V8.0.1.5,Data:V7.3.2.0 (503)734-6633 julie@summitengineeringllc.com Weyerhaeuser File Name: Howard Pane 1 / 1 • MEMBER REPORT PASSED Level, Existing header over 1st floor door • 1 piece(s)4 x 12 Douglas Fir-Larch No. 2 C'erall Length:8'3' • • p -.. 0 r r i r El 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LOP Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 2248 @ 0 2231(1.50") Passed(101%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear Ibs 1669 @ 1'3/4" 4725 Passed 35°/0 1.00 1.0 D+1.0 L(All Spans) Building Use:ResidentialB5 ( ) ( ) Building Code:IBC 2015 Moment(Ft-lbs) 4637 @ 4'1 1/2" 6091 Passed(76°/n) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Dell.(in) 0.060 @ 4'1 1/2" 0.275 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Dell.(in) 0.085 @ 4'1 1/2" 0.412 Passed(1/999+) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 8'3"o/c based on loads applied,unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 8'3"o/c based on loads applied,unless detailed otherwise. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-51°F 1.50" 1.50" 1.51" 681 1568 2249 Blocking 2-Stud wall-SPF 1.50" 1.50" 1.51" 681 1568 2249 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) comments 0-Self Weight(PLF) 0 to 8'3" N/A 10.0 -- 1-Uniform(PLF) 0 to 8'3"(Top) N/A 155.0 380.0 Weyerhaeuser 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 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/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator • IPAGE 14 ForteWEB Software Operator Job Notes 6/29/2020 11:28:36 PM UTC Julie Summit Engineering ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 (503)734-6633 julie@summitengineenngllc.com Weyerhaeuser File Name: Howard Perna 1 / 1 C LA-rt' 2At.._ LbADS dr1 C"oL-' C k ; • y�'cNCJ CL$1,c Db r �,U = 3• S ' l2 C4 _ z 5Z } 2 .., = ti ses 2ey12_X laps, o ,cos NooR 7/� c. ck C'sc 1 �� Idklc►X to N "T 101 ``7 V5T'1 1_24 Qc-, n /_S' r � C.i4i elk cod;kb A-kiuSE to e( ' S C G.v fi t( PUO M►JTt ; Vw;rav = 5'X$ 195FxSi' Abbr..? c.. c t f pt►c K 'l s .► ci c {2 A °/o Togo 74114,7 Qe . 6itC/ 44- o r411+ 13 dt" #-iovLE 2•i> w/ NPW L-A' l 4Ca4,,,t) pi MP