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o� u, _ occza RECEIVED A DOTec Corp. MAR 1 5 2023 CITY OF TIGARD Customized Engineering Solutions nt r„N,r rs'^ STRUCTURAL CALCULATIONS PROJECT NO.: 2302101 CLIENT: Sturdi-Built Greenhouse PREPARED BY: Lakshmi Pokuri DATE:03/03/2023 CHECK&QC: DATE: PROJECT INFORMATION SCOPE OF WORK: GREENHOUSE BILLING ADDRESS: ADDRESS: 11304 SW Boones Ferry Rd CITY: Portland STATE: OR ZIP: 97219 COUNTRY: USA CONTACT: Mark Siebert TEL: 503-244-4100 FAX: MOBILE: E-MAIL: marks@sturdi-built.com SITE ADDRESS: 8040 SW Durham Road CITY: Tigard `c�•\�C•PNGIN Opt. STATE: OR. �� 9 y ZIP: 97224 , 85747PE �r !� CONFIRM ZIP: 97224 . - LI Pc f(1 y COUNTRY: USA -7G OREGON �� 20 REFERENCES: IBC-2021 ONSO GO ASCE 7-16 03/07/2023 Acceptance and use of this report by any party constitute a contractual agreement that the Engineers total liability arising out of or in any way related to this analysis and report shall not exceed the total sum paid to the Engineer for the services provided.Liability does not exist beyond the analysis contained in this report. .S001V001 Copyright.Dotec Engineering 424 Jeffereson St.,St.Charles,MO 63301. Phone:(636)724-9872 1 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 LOAD CALCULATION DL:=3 psf Dead load RLL:= 12 psf Roof live load for green house Snow Load Pg:=10 psf Ground Snow load s := i'2 South Roof slope 6.2 52:= North Roof slope 12 B1:=atan(si) =27.32 deg Roof angle 02:ratan (s2)=27.32 deg Roof angle P -y:=0.13. 1 ft +14 pcf=15.3 pcf Density of snow Ce:= 1 Snow exposure factor; ASCE 7-16, table 7.3-1 Ct:=0.85 Thermal factor,ASCE 7-16, table 7.3-2 C,:= 1 Roof slope factor,ASCE 7-16, Section 7.4-1 I3:=1 Importance factor ,ASCE 7-16, Section 7.3.3 Pf:=0.7•Ce•Ct•IG•Pg=5.95 psf Flat roof snow load 3 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Balanced snow load ASCE 7-16, Section 7.6.3 PS.:=C5•P1=5.95 psf I Unbalanced snow load Bilamce 4 4 4 4 4 4 4 4 4,, Punbal:=PO•I,=10 psf ASCE 7-16, Section 7.6.3 4 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Wind Load Risk Category I ASCE 7-16,table 1.5-1 expos'u r•eccl tegory=C V , :=90 mph Ultimate Wind speed Vasd:=Vint• V 0.6 =69.71 mph Va,:=V„1t=90 mph Ii,,:=1.0 Wind importance factor ASCE 7-16, table 1.5-1 Kd:=0.85 Wind direction factor ASCE 7-16, table 26.6-1 Topographic factor; ASCE 7-16; Section 26.8 Hr :=10 ft+10 in=10.83 ft Roof peak height HE:=6 ft+8.5 in=6.71 ft Roof eve height (H +Hy) Hm:= 2 =8.77 ft Mean roof height L:=30 ft Building length B:= 16 ft Building width K..=0.85 Velocity pressure factor ASCE 7-16, Table 27.3-1 G:=0.85 Gust effect factor Gcp p:=0.18 Internal pressure coefficient ASCE 7-16, Table 26.11-1 Gem ,,:=-0.18 Internal pressure coefficient ASCE 7-16, Table 26.11-1 Wind load main resisting system " q.:=0.00256• 1 mph •K •K,t•K d•psf=14.98 psf Velocity pressure,ASCE 7-16 Eqn 27.3.1 qp:=q..=14.98 psf 5 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 External pressure coefficients for walls and roofs ASCE 7-16, Fig 28.4.1 Load Case A: Wind Normal to Ridge I I A.y' a e \r s X • .-S.. . 4 4 - \ i t r Ie I Zs Roof LOAD CASE A Angle 0 Building Surface (degrees) 1 2 3 4 1E 2E 3E 4E 0-5 0.40 -0.69 -0.37 -0.29 0.61 -1.07 -0.53 -0.43 1 20 0.53 -0.69 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 30-45 0.56 0.21 -0.43 -0 37 0.69 0.27 -0.53 -0.48 90 0,56 0.56 -0.37 -0 37 0.69 0 69 •0.48 -0.48 External Pressure Coefficients: GcPf 1_A_s 0.552 GCP f 2_A_S -0.031 GCpar 3_A_s -0.443 x1:=20 yl:=-0.64 x2:=30 y2:_-0.48 GCP f 4_A-s ._ -0.386 x:=27.32 GCPf_1_A N 0.719 GCPf_2_A N -0.089 (x-x1)•(y1-y2) GC -0.573 - y:=y1+ -0.523 Pf-3-A_N _0.523 xl -x2 GCnf-'-A-n'_ - - 6 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 . u'k; Design Wind Pressures , MWFRS, ASCE 7-16, Equation :28.4-1 1. Positive internal pressure Case PP1 p A S GCpf1_A_S 5.57 PP2_p_A_S GCpf2_A_S —3.16 =q=' —gz•Gcpt_p— psf PP3 p A S GCpf s A S —9.33 PP4p-A-S_ GCpf_4_A_S —8.48 PP1 p A N GCpf 1 A N r 8.08 PP2 p A N GCpf 2_A_N —4.03 '=4z• —qz•Gcpi•_p= psf PPs p A_N GCpf s A N —11.28 PP4 p A ;\, GCpf 4 A N_ —10.53 2. Negative internal pressure Case PP1 n A S GCpf_1_A_S 10.97 PP2 n A S GCpf 2_A_S 2.23 :=qz• —gz•Gcpi n= psf PP3nAS GCpf3AS —3.94 _PP 4-n-A-S- -GCpf-4-A-S —3.09 PP1_n_A_N GCpf_1_A_N 13.47 PP2 n A N GCpf_2_A_N 1.36 :=qz• —gz•Gcpin— psf PP3_n A N GCpf 3 A N _ —5.89 PP4 n A N GCpf 4 A N _—5.14 7 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Case 1 Wind direction: south PS_1_WW_Wald ^PP1_p_A_S 5.573 PS_1_LW_Wall __ PP4_p_A_N _ —10.532 Ps f Ps_L_WW_Roof PP2_p_A_S —3.161 PS1_LW_Roof _PP3pAN —11.281 Case 2 Wind direction: south PS_2_14W_WaU PP1_n_A_S 10.967 Ps_z_LW_Wau __ PP4_n_A_N _ —5.139 ps f PS_2_WW_Roof PP2 n A S 2.232 PS_2_LW_Roof PP3 n A N —5.888 Case 3 Wind direction: north PS_3_147W_Watd PP1_p_A_N 8.075 PS_3_LW_Wadd __ PP4_pAs = —8.48 ps f PS_3_WW Roof PP2 p A N —4.03 PS_3_LW_Roof _PP3_p_A_S_ -—9*334 Case 4 Wind direction: north Ps 4 WW Wait PP LT?_A n 13.469 PS_4_LW_Wadd __ PP4_n_A_S _ —3.086 Ps f Ps 4 WW Roof PP2 n. A N 1.363 _PS_4_LW_Roof_ _PP3_n_A_S_ —3.94 8 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Load Case B: Wind Parallel to Ridge 4 1 I _ -- 2 -• 3E 1' � I � N e 4e I -- IE ,� /f 5 IDE IE • \ Is Roof LOAD CASE B Angle 6 Building Surface (degrees) 1 2 3 4 5 6 1E 2E 3E 4E SE 6E 0-90 -0.45 -0.69 -0.37 -0.45 0.40 -0.29 -0.4-8 -1.07 -0.53 -0.48 0.61 -0.43 External Pressure Coefficients: GCP f_1_B —0.45 GCP f_2_B —0.69 GCP f 3B - —0.37 GCP f_4_B —0.45 GCP f_5_B 0.40 GCP f_6_B - —0.29 9 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Design Wind Pressures , MWFRS, ASCE 7-16, Equation :28.4-1 1. Positive internal pressure Case PP1_p_B GCpf_1_B PP2_p_B GCpf_2_B —13.03 PP3_p B GCpf 3_B —8.24 '=9 ' —Gcptip = psf PP3_p _ B GC —9.44 PP5 p B GCpf_5_B 3.3 PP6_p_B \ GCpf_s_B —7.04, • 2. Negative internal pressure Case PP1_n_B GCpf_1_B —4.05 PP2 B GCpf_2_B —7.64 PP3 B 4z• GCp f_3_B —Gc1�2 TL = —2.85 �s f PP4_n_B GCpf 4 B —4.05 PP5 B GCp>• 5 B 8.69 PP5_a_B_ 1_GGpf_6_B —1.65- 10 of 40 . A DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Sesimic Load General Input USGS-Provided output Seismic Deisgn Category: A Ss:=0.851 Si :=0.391 F := 1.2 Table 11.4-1 ASCE 7-16 FL,:= 1.9 Table 11.4-2 ASCE 7-16 MCER Spectral Response Acceleration Parameters: Sms:=F0-Sy=1.021 S,,11 :=F,•S1=0.743 Design Spectral Acceleration Parameters: 2 Sams'= 3 •Sn1s=0.681 2 Simi:= 3 •SR11=0.495 The Response Modification factor R:=1.25 ASCE 7-16: Table 12.2-1 The Occupancy Importance Factor I:=1 p:= 1 Art. 12.3.4 Seismic Response Coefficient Cy:= SDS =0.545 I 11 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 Approximate Fundamental Period Ct:=0.028 ASCE 7-16: Table 12.8-2 h„:= f- =8.771 t x:=0.8 ASCE 7-16: Table 12.8-2 Ta:=(C •h,,r) s=0.159 s Fundamental Period C„:=1.4 ASCE 7-16: Table 12.8-1 'I :=Cv•T0=0.223 s T1 :=16 s ASCE 7-16: Figure 22-12 Maximum seismic response coefficient C.s_max:=if T<T L =1.779 T•SDi(R)s : svi'T(1�.1) s\ II T 1I1 i Minimum seismic response coefficient S Cy ,,r,.t,n:=0.5 13 =0.156 I if(Cy 7r,„.>C,>C,_,,,i,,,"OK" "NOT OK")="OK" Weight of the Structure SLp:=15 lb Snow Load ft2 RLL,:=20 lb Roof live load ft DLP:=10 lb Dead load ft2 12 of 40 DOTec Corp. Site Data: 8040 SW Durhamn Road Tigard OR 97224 TL:=DLe+max(0.2•SLe,0.25•RLLe)=15 lb ft tu,:=22 in W:=B•t„•TL=440 lb Base Shear V:=C9•W=239.642 lb Veach:=3V6 =6.657 lb 13 of 40 I I I R'SA Company : Dotec Engineering 3/7/2023 Designer 11:29:08 AM Job Number : 2302021 Checked By: ANEMETSCHEK COMPANY Model Name : 16'X30' Y Member Material Sets /► A500 Gr.B RND z h x RW A276 S316 . :._14. .,24_14.0,.;$4.„...silli ,,- - ,IP,„1:4, "4' :Jiiiir 7116Pirt. ' ' ..4iti li,__ ii ..14. ...,...•1•14141,. .._.4.,„ _ .1. . • . .:ilie). "1::. •....,4„ . • _ :.;4iittor- -.7i. 7J.,0 . -` � 1/yam'`. 4 l •` 1/4 zr ,,,. _ , , 1. Ila,..„, ,st•c,.r: ..... ,. :,., z I ._ - -4 ,„., ':' . DIP- . _ • ':' iiiit Elli VPI:'''.. '' li)lik .1/4 . '.. . .44_ 1 , .. „: ,:,,, ‘21", : Loads:BLC 1,Self Weight Envelope Only Solution Dotec Engineering 163(30' SK-3 Mar 07,2023 2302021 #2302101.r3d RISA-3D Version 20 [#2302101.r3d] 14 of 40 Company : tec 3/7/2023 I I I R ISA Job NNu er mber : 2802D21 Engineering Checked By 11:29:08AM: Model Name : 16'X30' z h x I: : d' , , , I-: 111• r1 • I::` . i . q ' , 1 .mil :. 1 , \ ., .% ,.. ' 41 1111 t ri.....mip.i, _ 4.1.,..... \ 111111 II_IP ► ritillo IIII . Loads:BLC 1,Self Weight Envelope Only Solution Dotec Engineering 16'X30' SK-1 Mar 07,2023 2302021 #2302101.r3d • RISA-3D Version 20 [#2302101.r3d ] 15 of 40 Dote I ,'R'SA Company : 2302021 Engineering 3/7/2023 Designer 11:29:08AM Job Number : Checked By: .sc„r,,:..7nopANv Model Name : 16'X30' Y Section Sets Beam pipe WI z X V pipe Rafter Side Post Ridge Rail SILL Knee bracing Rafter Tie I Mid Post Middle post 2-2X3 � __"[Knee c •,i r Rafter . NRa r 4 . 0- tie u R r � Y , , dFy • •?,O m' � •. 7c viv m �� 1' •1� BPP^ m• c�?+``�' `j $p• er }� �. N R d� 7 r02..: .. fi� p �' p2 L a_ 2 6 41. Loads'BLC 1,Self Weight Envelope Only Solution Dotec Engineering 16'X30' SK-2 Mar 07,2023 2302021 #2302101.r3d RISA-3D Version 20 [#23O2101.r3d ] 16 of 40 3 I IIRISA Company Dotec Engineering 11:29:08 Designer 11:29:3/7/202 AM Job Number : 2302021 Checked By : Model Name : 16'X30' • Y Shear Check Z h N(Env) X o Calc >1.0 90-1.0 75-.90 50-.75 I 0-50 o _rn i:�0%n w ♦G '� �� ♦ G Oa • • 1 P."' ot `:7ks • :G`r `.. o !os - R •_�'• . . o07n $ t w ., o <" ,• q°T D G♦ W' 0 �I •• als•7- Iv -. . ° 5. c O. 01. • • m �. • 0 O o I o ., p ZS' .„7 O: o a �O 1. G II .,� S .,: O N °. 7. 'O�ii - ,.. 0. r �. , O N ° O N °" 9 o w p ii3:, o olp % A° W O ol N °. 04 -0.. Member Shear Checks Displayed(Enveloped) Envelope Only Solution Dotec Engineering 16'X30' SK-5 Mar 07,2023 2302021 #2302101.r3d RISA-3D Version 20 [#2302101.r3d] 17 of 40 Com an : Dotec Engineering3/7/2023 P Y I1IRISA Designer 11:e9:ed By Job Number : 2302021 Checked By A NEMETSCHEK COMPANY Model Name : 16'X30' Y Code Check �! (Env) Z x No Calc >1.0 90.1.0 I 75-90 1 50-.75 0-.50 m J. ,. :, . w 1 ♦ 11 . . IIIS 1 /re. . %lir A O ' v �1�i' ], � 76 0 ` O N a �(j -yiii ca • .,1(;:t 144!PIA.....-71V-,,.. ..;'‘4'•71q•.. 0 e-/ i� • •iiii , o o ,,,o Z,- Rve44,,,,' ''' °'k N..: ..cr; ' -,. ..o. a .• . / �o iii to P 0 8 co�O 0 +i l w�, V O � O 0 O i� 9 s� -4. il 0: w Ow�- 0 0 +. mil o CO w0% . +O% 0 o w 0% a o wokw0 0� al0%o Member Code Checks Displayed(Enveloped) Envelope Only Solution Dotec Engineering 16'X30' SK-4 Mar 07,2023 2302021 #2302101.rid RISA-3D Version 20 [#2302101.r3d] 18 of 40 : Dotec Engineering 3/7/2023 ICompany IRISA Designer 11:29:08AM Job Number : 2302021 Checked By .,n1PANy- Model Name : 16'X30' Wood Properties Label Type Database Species Grade Cm Ci Emod Nu Therm.Coeff.[1eb"F-'] Density[k/ft11 1 DF Solid Sawn Visually Graded Douglas Fir-Larch No.1 1 0.3 0.3 0.035 2 SP Solid Sawn Visually Graded Southern Pine No.1 1 0.3 0.3 0.035 3 HF Solid Sawn Visually Graded Hem-Fir No.1 1 0.3 0.3 0.035 4 SPF Solid Sawn Visually Graded Spruce-Pine-fir No.1 1 0.3 0.3 0.035 5 24F-1.8E DF Balanced Glulam NDS Table 5A 24F-1.8E DF BAL na 1 0.3 0.3 0.035 6 24F-1.8E DF Unbalanced Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 0.3 0.3 0.035 7 24F-1.8E SP Balanced Glulam NDS Table 5A 24F-1.8E SP BAL na 1 0.3 0.3 0.035 8 24F-1.8E SP Unbalanced Glulam NDS Table 5A 24F-1.8E SP UNBAL na 1 0.3 0.3 0.035 9 1.3E-1600F VERSALAM SCL Boise Cascade 1.3E-1600F VERSALAM na 1 0.3 0.3 0.035 10 1.35E LSL SolidStart SCL Louisiana Pacific 1.35E LSL SolidStart na 1 0.3 0.3 0.035 11 1.3E RIGIDLAM LVL SCL Roseburg Forest Products 1.3E RIGIDLAM LVL na 1 0.3 0.3 0.035 12 2.0E DF Parallam PSL SCL TrusJoist 2.0E DF Parallam PSL na 1 3.3 0.3 0.035 13 LVL PRL 1.5E 2250F Custom N/A LVL PRL 1.5E 2250F na 1 0.3 0.3 0.035 14 LVL Microlam1.9E2600F Custom N/A LVL Microllam 1.9E 2600F na 1 0.3 0.3 0.035 15 PSL Parallam-2.0E-2900F Custom N/A PSL Parallam 2.0E 2900F na 1 0.3 0.3 0.035 16 LSL TimberStrand 1.55E 2325F Custom N/A LSL TimberStrand_1.55E_2325F na 1 0.3 0.3 0.035 17 RW Solid Sawn Visually Graded Redwood No.1 1 .3.3 0.3 0.035 • Hot Rolled Steel Properties Label E[ksi] G[ksi] Nu Therm. Coeff. [1es°F-11 Density[k/ft'LYield [ksiL Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A500 Gr.0 RND 29000 11154 0.3 0.65 0.527 46 1.4 62 1.3 7 A500 Gr.0 RECT 29000 11154 0.3 0.65 0.527 50 1.4 62 1.3 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 9 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 1.1 80 1.1 11 Versa50 29000 11154 0.3 0.65 0.49 50 1.5 58 1.2 12 Versa60 29000 11154 0.3 0.65 0.49 60 1.5 58 1.2 13 Versa45 29000 11154 0.3 0.65 0.49 45 , 1.5 58 1.2 14 HR1 29000 11154 0.3 0.65 0.49 45 1.5 58 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design RuleArea[in2Llyy [in4llzz[in41 J [in4] 1 Beam pipe 1.25" Beam HSS Pipe A500 Gr.B RND Typical 0.361 0.06 0.06 0.12 2 V pipe 1.25" VBrace HSS Pipe A500 Gr.B RND Typical 0.361 0.06 0.06 0.12 3 Cable 3/16 VBrace BAR A36 Gr.36 Typical 0.028 6.1e-5 6.1e-5 0.000123 Wood Section Sets Label Shape Type Design List Material Design RuleArea[in'l lyy[innl Izz[inn J [in4] 1 Rafter 2X3 Beam Rectangular Double RW Typical 3.75 0.703 1.953 1.761 2 Corner post 2-2X3 Column Posts RW Typical 7.5 5.625 3.906 8.429 3 Side Post 2X3 Column Posts RW Typical 3.75 0.703 1.953 1.761 4 Ridge Rail 2X8 Beam Rectangular RW Typical 10.875 2.039 47.635 7.093 5 Edge Rafter 2-2X3 Beam Rectangular Double) RW Typical 7.5 5.625 3.906 8.429 6 Bottom Plate 2X3 Beam Rectangular RW Typical 3.75 0.703 1.953 1.761 7 Base wall 2X3 Column Posts RW Typical 3.75 0.703 1.953 1.761 - 8 Top Plate 2-2X4 Beam Rectangular Double RW Typical 10.5 7.875 10.719 15.255 RISA-3D Version 20 [#2302101.r3d ] 19 of 40 ICompany 1 RIS : Dotec Engineering2302021 3/7/2023 Designer Byec:Checked By Job Number : ANCMCTSCHCK COMPANv Model Name : 16'X30' Wood Section Sets(Continued) Label Shape Type Design List Material Design RuleArea [inf]lyy[in° Izz[in41 J [in"] 9 End Rafter 2-2X3 Beam Rectangular Double RW Typical , 7.5 5.625 3.906 , 8.429 10 SILL 2X6 Beam Rectangular RW Typical 8.25 1.547 20.797 5.125 11 Room Beam Post 2-2X3 Column Posts RW Typical 7.5 5.625 3.906 8.429 12 Roof Beam 1 2-2X8 Beam Rectangular Double RW Typical 21.75 16.312 95.27 48.282 13 Roof Beam 2 2X8 Beam Rectangular RW Typical 10.875 2.039 47.635 7.093 14 Eave 2X4 i Beam Rectangular RW Typical 5.25 0.984 5.359 2.877 15 Lat. Bracing 2X3 VBrace Rectangular RW Typical 3.75 0.703 1.953 1.761 16 Knee bracing 2X3 VBrace Rectangular RW Typical 3.75 0.703 1.953 1.761 17 Rafter Tie 2X6 HBrace Rectangular RW Typical 8.25 1.547 20.797 5.125 18 2x6 wall 2X6 HBrace Rectangular RW Typical 8.25 1.547 20.797 5.125 19 Brace 2X2 VBrace Rectangular Double RW Typical 2.25 0.422 0.422 0.713 20 Mid Post 2-2X3 Column Posts RW Typical 7.5 5.625 3.906 8.429 21 Middle post 2-2X3 Column Posts RW Typical 7.5 , 5.625 3.906 8.429 22 Front rafter 2X6 Beam Rectangular RW Typical 8.25 1.547 20.797 5.125 23 2-2X3 2-2X3 Beam Rectangular RW Typical 7.5 5.625 3.906 8.429 • Hot Rolled Steel Design Parameters Label Shape Length [inlLb y-y[in]Lb z-z[iniLcomp top[inl Lcomp bot[in] K y-y K z-z Channel Conn. a[in] Function 1 M108 Beam pipe 359.992 Segment Segment Segment Segment 0.65 0.65 N/A N/A Lateral - 2 M110 Beam pipe 359.992 Segment Segment Segment Segment 0.65 0.65 . N/A N/A Lateral 3 M139 V pipe 51.713 Lbvv N/A N/A Lateral 4 M140 V pipe 51.713 Lbyy N/A N/A Lateral 5 M141 V pipe 51.713 Lbvv N/A N/A Lateral 6 M142 V pipe 51.713 Lbyy N/A N/A Lateral Wood Design Parameters Label Shape Length [inlle2 [inl let [in] le-bend top[in] le-bend bot[in] K y-y K z-z Cr y sway z sway 1 M155 Side Post 62.5 Lbw 0.65 0.65 2 M156 Side Post 62.5 Lbyy 0.65 0.65 3 M163 Side Post 62.5 Lbyy 0.65 0.65 4 M164 Side Post 62.5 Lbyy 0.65 0.65 5 , M169 Side Post 62.5 Lbw 0.65 0.65 6 M170 Side Post 62.5 Lbvv 0.65 0.65 7 M175 Side Post 62.5 Lbw 0.65 0.65 8 M176 Side Post 62.5 Lbyy 0.65 0.65 9 M181 Side Post 62.5 Lbyy 0.65 0.65 10 M182 Side Post 62.5 Lbyy 0.65 0.65 11 M187 Side Post 62.5 Lbyy 0.65 0.65 12 M188 Side Post 62.5 Lbyy 0.65 0.65 13 M193 Side Post 62.5 , Lbyy 0.65 0.65 14 M194 Side Post 62.5 Lbw 0.65 0.65 15 M199 Side Post 62.5 Lbyy 0.65 0.65 16 M200 Side Post 62.5 Lbyy 0.65 0.65 17 M205 Side Post 62.5 Lbvy 0.65 0.65 18 M206 Side Post 62.5 Lbyy 0.65 0.65 19 M211 Side Post 62.5 Lbvv 0.65 0.65 20 M212 Side Post 62.5 Lbyy 0.65 0.65 21 M217 Side Post 62.5 Lbyy 0.65 0.65 22 M218 Side Post 62.5 Lbw 0.65 0.65 23 M223 Side Post 62.5 Lbyv 0.65 0.65 24 M224 Side Post 62.5 Lbyy 0.65 0.65 25 M229 Side Post 62.5 Lbw 0.65 0.65 26 M230 Side Post 62.5 Lbyy 0.65 0.65 • RISA-3D Version 20 [#2302101.r3d] 20 of 40 : Dotec Engineering 3/7/2023 I ICompany 'R'SA Designer Checked By ANEaETSCiEKCO 1-Ara Model Name : 16'X30' Wood Design Parameters (Continued) Label Shape Length [intle2 [inj le1 [in] le-bend top[in] le-bend bot[in] K y-y K z-z Cr y sway z sway 27 M235 Side Post 62.5 Lbvv I 0.65 0.65 28 M236 Side Post 62.5 Lbyy 0.65 0.65 29 M241 Side Post 62.5 Lbvv 0.65 0.65 30 M242 Side Post 62.5 LbyY 0.65 0.65 31 M247 Side Post 62.5 Lbvv 0.65 0.65 32 M248 Side Post 62.5 Lbw 0.65 0.65 33 M253 Side Post 62.5 Lbyy 0.65 0.65 34 M254 Side Post 62.5 Lbyy 0.65 0.65 35 M259 Side Post 62.5 Lbyy 0.65 0.65 36 M260 Side Post 62.5 Lbyy 0.65 0.65 37 M263 Ridge Rail 359.992 Segment Segment Segment Segment 0.65 0.65 38 M264 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 39 M265 2-2X3 21.176 Segment Segment Lbvv Segment 0.65 0.65 40 M318 Mid Post 95.113 Segment Segment Lbyy 0.65 0.65 41 M319 Mid Post 95.113 Lbyv 0.65 0.65 42 M327 Mid Post 101.337 20 20 Lbyy 0.65 0.65 43 M328 Mid Post 101.337 20 20 Lbw 0.65 0.65 44 M332 Side Pest 70.234 20 20 Lbyy 0.65 0.65 - 45 M333 Side Post 70.234 20 20 Lbvv 0.65 0.65 46 M334 Mid Post 80.547 20 20 LbyV 0.65 0.65 - 47 M335 Mid Post 90.859 20 20 Lbyy 0.65 0.65 48 M336 Mid Post 80.547 Lbyy 0.65 0.65 49 M337 Mid Post 90.859 Lbw 0.65 0.65 . 50, M98 Side Post 68.494 Lbyy 0.65 0.65 51 M99 Mid Post 78.807 Lbvy 0.65 0.65 52 M100 Mid Post 89.119 Lbyy 0.65 0.65 53 M101 Side Post 68.494 Lbyy 0.65 0.65 54 M102 Mid Post 78.807 Lbyy 0.65 0.65 55 M103 Mid Post 89.119 Lbyy 0.65 0.65 56 M118 Mid Post 101.337 Lbyy 0.65 0.65 57 M119 Mid Post 101.337 Lbyy 0.65 0.65 58 M120 Side Post 75.444 Lbyy 0.65 0.65 59 M121 Mid Post 88.388 Lbyy 0.65 0.65 60 M122 Side Post 75.444 Lbyy 0.65 0.65 61 M123 Mid Post 88.388 Lbyy 0.65 0.65 62 M126 SILL 75.32 0.65 0.65 63 M127 SILL 75.32 0.65 0.65 64 M128 SILL 21.176 Segment Segment 0.65 0.65 65 M129 SILL 21.176 Segment Segment 0.65 0.65 66 M130 SILL 63.25 0.65 0.65 67 M131 SILL 63.25 0.65 0.65 68 M132 SILL 75.32 0.65 0.65 69 M133 SILL 75.32 0.65 0.65 70 M124 Middle post 130 Segment Segment Lbw 71 M125 Middle post 130 Segment Segment Lbyy 72 M116 Rafter Tie 65.5 Lbyy 0.65 0.65 73 M117 Rafter Tie 41.36 LbvY 0.65 0.65 74 M134 Rafter Tie 41.36 Lbyy 0.65 0.65 75 M145 Mid Post 52.457 Segment Segment Lbyy 0.65 0.65 76 M143 Mid Post 52.457 Lbvy 0.65 0.65 77 M370 Rafter 41.36 Lbw 78 M371 Knee bracing 17.078 Lbyy 79 M372,Knee bracing 17.078 Lbvv 80 M373 Knee bracing 17.078 Lbvy 81 M374 Knee bracing 17.078 Lbvv RISA-3D Version 20 [#2302101.r3d ] 21 of 40 Company : Dotec EngineeringI I 3/7/2023 I R'SA Job INumr ber : 2302021 Checked By: . ,.. . .„ Model Name : 16'X30' Wood Design Parameters(Continued) Label Shape Length [inlle2[in] let [in] le-bend top[in] le-bend bot[in] K y-y K z-z Cr y sway z sway 82 M375 Knee bracing 17.078 Lbyy 83 M376 Knee bracing 17.078 Lbyy 84 M377 Knee bracing 17.078 Lbvv 85 M378 Knee bracing 17.078 Lbyy 86 M379 Knee bracing 17.078 Lbw 87 M380 Knee bracing 17.078 Lbw 88 M381 Knee bracing 17.078 Lbyy 89 M382 Knee bracing 17.078 Lbvv 90 M383 Knee bracing 17.078 Lbvv 91 M384 Knee bracing 17.078 Lbyv 92 M385 Knee bracing 17.078 Lbyy 93 M386 Knee bracing 17.078 Lbvy 94 M387 Knee bracing 17.078 Lbyy 95 M388 Knee bracing 17.078 Lbyy 96 M389 Knee bracing 17.078 Lbw 97 M390 Knee bracing 17.078 Lbyy 98 M391 Knee bracing 17.078 Lbw 99 M392 Knee bracing 17.078 • Lbyy • 100 M393 Knee bracing 17.078 Lbyy 101 M394 Knee bracing 17.078 Lbyy 102 M395 Knee bracing 17.078 Lbyy - 103 M396 Knee bracing 17.078 LbYY 104 M397 Knee bracing 17.078 Lbw 105 M398 Knee bracing 17.078 Lbw - 106 M399 Knee bracing 17.078 Lbyy 107 M400 Knee bracing 17.078 Lbyy 108 M401 Knee bracing 17.078 Lbw 109 M402 Knee bracing 17.078 Lbw 110 M403 Knee bracing 17.078 Lbyy 111 M404 Knee bracing 17.078 Lbyy 112 M405 Knee bracing 17.078 Lbyy 113 M406 Knee bracing 17.078 Lbw 114 M407 SILL 21.176 Segment Segment 0.65 0.65 115 M408 SILL 21.176 Segment Segment 0.65 0.65 116 M409 SILL 21.176 Segment Segment 0.65 0.65 117 M410 SILL 21.176 Segment Segment 0.65 0.65 118 M411 SILL 21.176 Segment Segment 0.65 0.65 119 M412 SILL 21.176 Segment Segment 0.65 0.65 120 M413 SILL 21.176 Segment Segment 0.65 0.65 121 M414 SILL 21.176 Segment Segment 0.65 0.65 122 M415 SILL 21.176 Segment Segment 0.65 0.65 123 M416 SILL 21.176 Segment Segment 0.65 0.65 124 M417 SILL 21.176 Segment Segment 0.65 0.65 125 M418 SILL 21.176 Segment Segment 0.65 0.65 126 M419 SILL 21.176 Segment Segment 0.65 0.65 127 M420 SILL 21.176 Segment Segment 0.65 0.65 128 M421 SILL 21.176 Segment Segment 0.65 0.65 129 M422 SILL 21.176 Segment Segment 0.65 0.65 130 M423 SILL 21.176 Segment Segment 0.65 0.65 131 M424 SILL 21.176 Segment Segment 0.65 0.65 132 M425 SILL 21.176 Segment Segment 0.65 0.65 133 M426 SILL 21.176 Segment Segment 0.65 0.65 134 M427 SILL 21.176 Segment Segment 0.65 0.65 135 M428 SILL 21.176 Segment Segment 0.65 0.65 136 M429 SILL 21.176 Segment Segment 0.65 0.65 RISA-3D Version 20 [#2302101.r3d] 22 of 40 3 ICompany 1 RISA Dotec Engineering 11:29:08 I Designer 11:29:083 AM Job Number : 2302021 Checked By: Model Name : 16'X30' Wood Design Parameters(Continued) Label Shape Length [inlle2 [in] lel [in] le-bend top [in le-bend bot[in] K y-y K z-z Cr y sway z sway 137 M430 SILL 21.176 Segment Segment 0.65 0.65 138 M431 SILL 21.176 Segment Segment 0.65 0.65 139 M432 SILL 21.176 Segment Segment 0.65 0.65 140 M433 SILL 21.176 Segment Segment 0.65 0.65 141 M434 SILL 21.176 Segment Segment 0.65 0.65 142 M435 SILL 21.176 Segment Segment 0.65 0.65 143 M436 SILL 21.176 Segment Segment 0.65 0.65 144 M437 SILL 21.176 Segment Segment 0.65 0.65 145 M438 SILL 21.176 Segment Segment 0.65 0.65 146 M292 2-2X3 21.176 segment Segment Lbyy Segment 0.65 0.65 147 M293 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 148 M294 2-2X3 21.176 Segment Segment Lbyv Segment 0.65 0.65 149 M295 2-2X3 21.176 Segment Segment Lbvv Segment 0.65 0.65 , 150 M296 2-2X3 21.176 Segment Segment Lbyv Segment 0.65 0.65 151 M297 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 152 M298 2-2X3 21.176 Segment Segment Lbyv Segment 0.65 0.65 153 M299 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 154 M300 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 155 M301 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 156 M302 2-2X3 21.176 Segment Segment Lbyv Segment 0.65 0.65 - 157 M303 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 158 M304 2-2X3 21.176 Segment Segment Lbyv Segment 0.65 0.65 159 M305 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 160 M306 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 161 M307 2-2X3 21.176 Segment Segment Lbvy Segment 0.65 0.65 162 M308 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 163 M309 2-2X3 21.176 Segment Segment Lbvy Segment 0.65 0.65 164 M310 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 165 M311 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 166 M312 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 167 M313 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 168 M314, 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 169 M315 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 170 M316 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 171 M317 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 172 M320 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 173 M321 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 174 M322 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 175 M323 2-2X3 21.176 Segment Segment Lbw Segment 0.65 0.65 176 M324 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 177 M325 2-2X3 21.176 Segment Segment Lbyy Segment 0.65 0.65 178 M326 Rafter 108.01 64 64 0.65 0.65 179 M329 Rafter 108.01 64 64 0.65 0.65 180 M266' Rafter 108.01 64 64 0.65 0.65 181 M268 Rafter 108.01 64 64 0.65 0.65 182 M255 Rafter 108.01 64 64 0.65 0.65 183 M256 Rafter 108.01 64 64 0.65 0.65 184 M261 Rafter 108.01 64 64 0.65 0.65 185 M262 Rafter 108.01 64 64 0.65 0.65 186 M267 Rafter 108.01 64 64 0.65 0.65 187 M269 Rafter 108.01 64 64 0.65 0.65 188 M270 Rafter 108.01 64 64 0.65 0.65 189 M271 Rafter 108.01 64 64 0.65 0.65 190 M272 Rafter 108.01 64 64 0.65 0.65 191 M273 Rafter 108.01 64 64 0.65 0.65 RISA-3D Version 20 [#2302101.r3d ] 23 of 40 : Dotec Engineering 3/7/2023 I ICompany 'R'SA Job INum er ber : 2302021 Checked BM: Model Name : 16'X30' Wood Design Parameters (Continued) Label Shape Length[inl le2[inl let [in] le-bend top[inl le-bend bot[in] K y-y K z-z Cr y sway z sway 192 M330 Rafter 108.01 64 64 0.65 0.65 193 M331 Rafter 108.01 64 64 0.65 0.65 194 M274 Rafter 108.01 64 64 0.65 0.65 195 M275 Rafter 108.01 64 64 0.65 0.65 196 M276 Rafter 108.01 64 64 0.65 0.65 197 M277 Rafter 108.01 64 64 0.65 0.65 198 M250 Rafter 108.01 64 64 0.65 0.65 199 M278 Rafter 108.01 64 64 0.65 0.65 , 200 M222 Rafter 108.01 64 64 0.65 0.65 201 M225 Rafter 108.01 64 64 0.65 0.65 202 M226 Rafter 108.01 64 64 0.65 0.65 203 M227 Rafter 108.01 64 64 0.65 0.65 204 M231 Rafter 108.01 64 64 0.65 0.65 205 M233 Rafter 108.01 64 64 0.65 , 0.65 206 M234 Rafter 108.01 64 64 0.65 0.65 207 M232 Rafter 108.01 64 64 0.65 0.65 208 M238 Rafter 108.01 64 64 0.65 0.65 209 M239 Rafter 108.01 64 64 _ • 0.65 0.65 210 M240 Rafter 108.01 64 64 0.65 0.65 211 M243 Rafter 108.01 64 64 0.65 0.65 212 M228 Rafter 108.01 64 64 213 M237 Rafter 108.01 64 64 Basic Load Cases BLC Description Category Y Gravity Nodal Distributed Area(Member) 1 Self Weight DL -1 _ 2 DL DL 2 3 BSL SL 2 4 UBSL1 SLN 1 5 UBSL2 SLN 1 6 WL1 WL 4 7 WL2 WL 4 8 WL3 WL 4 9 WL4 WL 4 10 WR1 WL 8 11 WR2 WL 8 12 WR3 WL 13 WR4 WL _ 14 EL1 EL 36 15 EL2 EL 36 16 Wminl WL 17 Wmin2 WL 18 RLL RLL 2 19 LL LL 20 RL RL 21 BLC 2 Transient Area Loads None 180 22 BLC 3 Transient Area Loads None 180 23 BLC 4 Transient Area Loads None 90 24 BLC 5 Transient Area Loads None 90 25 BLC 6 Transient Area Loads None 284 26 BLC 7 Transient Area Loads None 284 27 BLC 8 Transient Area Loads None 284 28 BLC 9 Transient Area Loads None 284 29 BLC 10 Transient Area Loads None 444 30 BLC 11 Transient Area Loads None 444 RISA-3D Version 20 [#2302101.r3d] 24 of 40 II IRISA Company : Dotec Engineering 3/7/2023 Designer 11:29:08AM Job NDesignumber : 2302021 Checked By: , ^, Model Name : 16'X30' Basic Load Cases(Continued) BLC Description Category Y Gravity Nodal Distributed Area(Member) 131 BLC 18 Transient Area Loads None 72 Load Combinations Description Solve BLC Factor BLC Factor BLC Factor BLC Factor 1 _ 1.4D Yes DL 1.4 2 1.2D+1.6L+0.5Lr Yes DL 1.2 LL 1.6 RLL 0.5 3 1.2D+1.6L+0.5BSL Yes DL 1.2 LL 1.6 SL 0.5 4 1.2D+1.6Lr+L Yes DL 1.2 RLL 1.6 LL 1 5 1.2D+1.6Lr+0,5WL1 Yes DL 1.2 RLL 1.6 6 0.5 6 1.2D+1.6Lr+0.5WL2 Yes DL 1.2 RLL 1.6 7 0.5 7 1.2D+1.6Lr+0.5WL3 Yes DL 1.2 RLL 1.6 8 0.5 8 1.2D+1.6Lr+0.5WL4 Yes DL 1.2 RLL 1.6 9 0.5 9 1.2D+1.6Lr+0.5WR1 Yes DL 1.2 RLL 1.6 10 0.5 10 1.2D+1.6Lr+0.5WR2 Yes DL 1.2 RLL 1.6 11 0.5 11 1.2D+1.6Lr+0.5WR3 Yes DL 1.2 RLL 1.6 12 0.5 12 1.2D+1.6Lr+0.5WR4 Yes DL 1.2 RLL 1.6 13 0.5 13 i 1.2D+1.6Lr+0.5Wmin1 Yes DL 1.2 RLL 1.6 16 0.5 14 1.2D+1.6Lr+0.5Wmin2 Yes DL 1.2 RLL 1.6 17 0.5 15 1.2D+1.6BSL+L Yes DL 1.2 SL 1.6 LL 1 16 1.2D+1.6BSL+0.5WL1 Yes DL 1.2 SL 1.6 6 0.5 17 12D+1.6BSL+0.5WL2 Yes DL 1.2 SL 1.6 7 0.5 18 1.2D+1.6BSL+0.5WL3 Yes DL 1.2 SL 1.6 8 0.5 19 1.2D+1.6BSL+0.5WL4 Yes DL 1.2 SL 1.6 9 0.5 20 1.2D+1.6BSL+0.5WR1 Yes DL 1.2 SL 1.6 10 0.5 21 12D+1.6BSL+0.5WR2 Yes DL 1.2 SL 1.6 11 0.5 22 1.2D+1.6BSL+0.5WR3 Yes DL 1.2 SL 1.6 12 0.5 23 12D+1.6BSL+0.5WR4 Yes DL 1.2 SL 1.6 13 0.5 24 12D+1.6BSL+0.5Wmin1 Yes DL 1.2 SL 1.6 16 0.5 25 12D+1.6BSL+0.5Wmin2 Yes DL 1.2 SL 1.6 17 0.5 26 1.2D+1.6UBSL1+L Yes DL 1.2 4 1.6 LL 1 27 1.2D+1.6UBSL1+0.5WL1 Yes DL 1.2 4 1.6 6 0.5 28 1.2D+1.6UBSL1+0.5WL2 Yes DL 1.2 4 1.6 7 0.5 29 1.2D+1.6UBSL1+0.5WL3 Yes DL 1.2 4 1.6 8 0.5 30 12D+1.6UBSL1+0.5WL4 Yes DL 1.2 4 1.6 9 0.5 31 12D+1.6UBSL1+0.5WR1 Yes DL 1.2 4 1.6 10 0.5 32 1.2D+1.6UBSL1+0.5WR2 Yes DL 1.2 4 1.6 11 0.5 33 1.2D+1.6UBSL1+0.5WR3 Yes DL 1.2 4 1.6 12 0.5 34 1.2D+1.6UBSL1+0.5WR4 Yes DL 1.2 4 1.6 13 0.5 35 12D+1.6UBSL1+0.5Wmin1 Yes DL 1.2 4 1.6 16 0.5 36 1.2D+1.6UBSL1+0.5Wmin2 Yes DL 1.2 4 1.6 17 0.5 37 1.2D+1.6UBSL2+L Yes DL 1.2 5 1.6 LL 1 38 12D+1.6UBSL2+0.5WL1 Yes DL 1.2 5 1.6 6 0.5 39 1.2D+1.6UBSL2+0.5WL2 Yes DL 1.2 5 1.6 7 0.5 40 1.2D+1.6UBSL2+0.5WL3 Yes DL 1.2 5 1.6 8 0.5 41 12D+1.6UBSL2+0.5WL4 Yes DL 1.2 5 1.6 9 0.5 42 1.2D+1.6UBSL2+0.5WR1 Yes DL 1.2 5 1.6 10 0.5 43 1.2D+1.6UBSL2+0.5WR2 Yes DL 1.2 5 1.6 11 0.5 44 1.2D+1.6UBSL2+0.5WR3 Yes DL 1.2 5 1.6 12 0.5 45 1.2D+1.6UBSL2+0.5WR4 Yes DL 1.2 5 1.6 13 0.5 46 1.2D+1.6UBSL2+0.5Wmin1 Yes DL 1.2 5 1.6 16 0.5 47 12D+1.6UBSL2+0.5Wmin2 Yes DL 1.2 5 1.6 17 0.5 48 1.2D+1.6RL+L Yes DL 1.2 RL 1.6 LL 1 49 12D+1.6RL+0.5WL1 Yes DL 1.2 RL 1.6 6 0.5 50 1.2D+1.6RL+0.5WL2 Yes DL 1.2 RL 1.6 7 0.5 51 12D+1.6RL+0.5WL3 Yes DL 1.2 RL 1.6 8 0.5 RISA-3D Version 20 [#2302101.r3d] 25 of 40 : Dotec Engineering 3/7/2023 I ICompany ' . Jo RIS Desib Ngnerum : 11:29:08 AM ber : 2302021 Checked By : NIETSCHEK COMPANY Model Name : 16'X30' Load Combinations(Continued) • Description Solve BLC Factor BLC Factor BLC Factor BLC Factor 52 1.2D+1.6RL+0.5WL4 Yes DL 1.2 RL 1.6 9 0.5 53 1.2D+1.6RL+0.5WR1 Yes DL 1.2 RL 1.6 10 0.5 54 1.2D+1.6RL+0.5WR2 Yes DL 1.2 RL 1.6 11 0.5 55 1.2D+1.6RL+0.5WR3 Yes DL 1.2 RL 1.6 12 0.5 56 1.2D+1.6RL+0.5WR4 Yes DL 1.2 RL 1.6 13 0.5 57 1.2D+1.6RL+0.5Wmin1 Yes DL 1.2 RL 1.6 16 0.5 58 1.2D+1.6RL+0.5Wmin2 Yes DL 1.2 RL 1.6 17 0.5 59 1.2D+1.0WL1+1.0L+0.5Lr Yes DL 1.2 6 1 LL 1 RLL 0.5 60 1.20+1.0WL2+1.0L+0.5Lr Yes DL 1.2 7 1 LL 1 RLL 0.5 61 1.2D+1.0WL3+1.0L+0.5Lr Yes DL 1.2 8 1 LL 1 RLL 0.5 62 1.2D+1.0WL4+1.0L+0.5Lr Yes DL 1.2 9 1 LL 1 RLL 0.5 63 1.2D+1.0WR1+1.0L+0.5Lr Yes DL 1.2 10 1 LL 1 RLL 0.5 64 1.2D+1.0WR2+1.0L+0.5Lr Yes DL 1.2 11 1 LL 1 RLL 0.5 65 1.2D+1.0WR3+1.0L+0.5Lr Yes DL 1.2 12 1 LL 1 RLL 0.5 66 1.2D+1.0WR4+1.0L+0.5Lr Yes DL 1.2 13 1 LL 1 RLL 0.5 67 1.2D+1.0Wmin1+1.0L+0.5Lr Yes DL 1.2 16 1 LL 1 RLL 0.5 68 1.2D+1.0Wmin2+1.0L+0.5Lr Yes DL 1.2 17 1 LL 1 RLL 0.5 69 1.2D+1.0WL1+1.0L+0.5BSL Yes DL 1.2 6 1 LL 1 SL 0.5 70 1.2D+1.0WL2+1.OL+0.5BSL Yes DL 1.2 7 1 LL 1 SL 0.5 71I 1.2D+1.0WL3+1.0L+0.5BSL Yes DL 1.2 8 1 LL 1 SL 0.5 72 1.2D+1.0WL4+1.0L+0.5BSL Yes DL 1.2 9 1 LL 1 SL 0.5 73 1.2D+1.0WR1+1.0L+0.5BSL Yes DL 1.2 10 1 LL 1 SL 0.5 74 1.2D+1.0WR2+1.0L+0.5BSL Yes DL 1.2 11 1 LL 1 SL 0.5 75 1.2D+1.0WR3+1.0L+0.5BSL Yes DL 1.2 12 1 LL 1 SL 0.5 76 1.2D+1.0WR4+1.0L+0.5BSL Yes DL 1.2 13 1 LL 1 SL 0.5 77 1.2D+1.0Wmin1+1.0L+0.5BSL Yes i DL 1.2 16 1 LL 1 SL 0.5 78 1.2D+1.0Wmin2+1.0L+0.5BSL Yes DL 1.2 17 1 LL 1 SL 0.5 79 1.2D+1.0WL1+1.0L+0.5RL Yes DL 1.2 6 1 LL 1 RL 0.5 80 1.2D+1.OWL2+1.OL+0.5RL Yes DL 1.2 7 1 LL 1 RL 0.5 81 1.2D+1.0WL3+1.0L+0.5RL Yes DL 1.2 8 1 LL 1 . RL 0.5 82 1.2D+1.0WL4+1.0L+0.5RL Yes DL 1.2 9 1 LL 1 RL 0.5 83 1.2D+1.0WR1+1.0L+0.5RL Yes DL 1.2 10 1 LL 1 RL 0.5 84 1.2D+1.0WR2+1.0L+0.5RL Yes DL 1.2 11 1 LL 1 RL 0.5 85 1.2D+1.0WR3+1.0L+0.5RL Yes DL 1.2 12 1 LL 1 RL 0.5 86 1.2D+1.0WR4+1.0L+0.5RL Yes DL 1.2 13 1 LL 1 RL 0.5 87 1.2D+1.0Wmin1+1.0L+0.5RL Yes DL 1.2 16 1 LL 1 RL 0.5 88 1.2D+1.0Wmin2+1.0L+0.5RL Yes DL 1.2 17 1 LL 1 RL 0.5 89 0.9D+1.0WL1 Yes DL 0.9 6 1 90 0.9D+1.0WL2 Yes DL 0.9 7 1 91 0.9D+1.0WL3 Yes DL 0.9 8 1 92 0.9D+1.0WL4 Yes DL 0.9 9 1 93 0.9D+1.0WR1 Yes DL 0.9 10 1 94 0.9D+1.0WR2 Yes DL 0.9 11 1 95 0.9D+1.0WR3 Yes DL 0.9 12 1 96 0.9D+1.0WR4 Yes DL 0.9 13 1 97 0.9D+1.0Wmin1 Yes DL 0.9 16 1 98 0.9D+1.0Wmin2 Yes DL 0.9 17 1 99 1.2D+1.0EL1+1.0L+0.2BSL Yes DL 1.2 14 1 LL 1 SL 0.2 100 1.2D+1.0EL2+1.0L+0.2BSL Yes DL 1.2 15 1 LL 1 SL 0.2 101 1.2D+1.0EL1+1.0L+0.2UBSL1 Yes DL 1.2 14 1 LL 1 4 0.2 102 1.2D+1.0EL2+1.0L+0.2UBSL1 Yes DL 1.2 15 1 LL 1 4 0.2 103 1.2D+1.0EL1+1.0L+0.2UBSL2 Yes DL 1.2 14 1 LL 1 5 0.2 104 1.2D+1.0EL2+1.0L+0.2UBSL2 Yes DL 1.2 15 1 LL 1 5 0.2 105 0.9D+1.0EL1 Yes DL 0.9 14 1 106 0.9D+1.0EL2 Yes DL 0.9 15 1 RISA-3D Version 20 [#2302101.r3d] 26 of 40 3/7/2023 ICompany 1 RISA Dotec Engineering 11:29:08 III Designer 11:29:08 AM Job Number : 2302021 Checked By: Model Name : 16'X30' Load Combinations(Continued) Description Solve BLC Factor BLC Factor BLC Factor BLC Factor 107 D Yes DL 1 108 L Yes DL LL 1 Envelope Node Reactions Node Label X[lb] LC Y[lb] LC Z[lb] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 1 N332 max 49.49 90 204.796 8 17.51 94 0 108 0 108 0 108 2 min -53.051 7 -96.898 93 -10.649 104 0 1 0 1 0 1 3 N341 max 62.041 90 229.536 6 17.559 64 0 108 0 108 0 108 4 min -61.842 61 -87.763 93 -10.542 106 0 1 0 1 0 1 5 N350 max 66.607 90 154.086 28 17.623 64 0 108 0 108 0 108 6 min -62.982 61 -80.354 93 -10.505 106 0 1 0 1 0 1 7 N359 max 69.423 90 139.821 28 17.46 84 0 108 0 108 0 108 8 min -64.497 61 -74.58 93 -10.671 104 0 1 0 1 0 1 9 N368 max 68.493 90 184.576 6 17.489 94 0 108 0 108 0 108 10 min -65.647 61 -84.753 93 -10.669 104 0 1 0 1 0 1 11 N377 max 68.81 90 176.225 6 17.604 64 0 108 0 108 0 108 12 min -65.876 61 -83.529 93 -10.548 106 0 1 0 1 0 1 13 N386 max 70.227 90 139.003 30 17.562 64 0 108 0 108 0 108 14 min -65.296 61 -75.668 93 -10.562 106 0 . 1 0 1 0 1 15 N395 max 69.015 90 154.675 28 17.532 94 0 108 0 108 0 108 16 min -65.253 61 -81.509 93 -10.687 104 0 1 0 1 0 1 17 N404 max 69.249 90 200.349 6 17.408 64 0 108 0 108 0 108 18 min -66.534 61 -80.659 93 -10.605 104 0 1 0 1 0 1 19 N413 max 75.261 90 170.184 8 17.86 64 0 108 0 108 0 108 20 min -69.771 61 -90.788 93 -10.57 106 0 1 0 1 0 1 21 N431 max 74.427 90 186.165 8 17.892 94 0 108 0 108 0 108 22 min -71.199 61 -62.851 93 -10.963 102 0 1 0 1 0 1 23. N440 max 66.342 90 264.822 6 17.428 94 0 108 0 108 0 108, 24 min -74.418 7 -113.776 93 -10.792 102 0 1 0 1 0 1 25 N449 max 62.231 90 302.584 6 17.513 94 0 108 0 108 0 108 26 min -84.181 7 -112.914 93 -10.69 104 0 1 0 1 0 1 27 N458 max 61.466 90 276.12 6 17.36 64 0 108 0 108 0 108 28 min -84.308 7 -79.14 93 -10.52 106 0 1 0 1 0 1 29 N467 max 41.467 90 266.054 6 17.059 63 0 108 0 108 0 108 30 min -77.01 7 -173.653 93 -10.69 106 0 1 0 1 0 1 31 N333 max 55.872 5 213.11 10 18.122 94 0 108 0 108 0 108 32 min -62.351 92 -19.611 89 -10.741 102 0 1 0 1 0 1 33 N342 max 66.972 59 228.269 8 16.899 64 0 108 0 108 0 108 34 min -73.839 92 -57.859 89 -10.44 106 0 1 0 1 0 1 35 N351 max 68.312 59 153.557 41 17.303 64 0 108 0 108 0 108 36 min -78.4 92 -36.261 93 -10.45 106 0 1 0 1 0 1 37 N360 max 69.941 59 139.396 41 16.99 84 0 108 0 1081 0 108 38 min -81.044 92 -36.108 93 -10.605 102 0 1 0 1 0 1 39 N369 max 70.985 59 183.835 8 17 94 0 108 0 108 0 108 40 min -80.158 92 -42.777 89 -10.606 102 0 1 0 1 0 1 41 N378 max 71.222 59 175.49 8 17.101 64 0 108 0 108 0 108 42 min -80.518 92 -42.045 93 -10.483 106 0 1 0 1 0 1 43 N387 max 70.756 59 137.708 41 17.035 64 0 108 0 108 0 108 44 min -81.935 92 -37.143 93 -10.498 106 0 1 0 1 0 1 45 N396 max 70.644 , 59 154.22 41 16.992 94 0 108 0 108 0 108 46 min -80.651 92 -42.379 93 -10.623 102 0 1 0 1 0 1 47 N405 max 72.176 59 200.177 8 16.944 64 0 108 0 108 0 108 48 min -80.441 92 -42.139 93 -10.542 102 0 1 0 1 0 1 49 N414 max 76.445 59 161.083 6 17.517 64 0 108 0 108 0 108 50 min -85.333 92 -70.098 93 -10.506 106 0 1 0 1 0 1 RISA-3D Version 20 [#2302101.r3d] 27 of 40 : Dotec Engineering 3/7/2023 ICompany IRISi ' Designer : 11:29:08AM Job Number : 2302021 Checked By: 'LrschEKcona-,.• Model Name : 16'X30' Envelope Node Reactions(Continued) Node Label X [Ib] LC Y[Ib] LC Z[Ib] LC MX[Ib-ft] LC MY[lb-ft] LC MZ[Ib-ft] LC 51 N423 max 104.199 , 89 280.995 80 15.684 93 0 108 0 108 0 108 52 min -114.4 62 -232.091 61 -10.405 102 0 1 0 1 0 1 53 N432 max, 77.913 59 176.945 6 17.297 93 0 108 0 108 0 108 54 min -84.628 92 -41.461 93 -10.899 104 0 1 0 1 0 1 55 N441 max 77.213 5 264.367 8 16.85 93 0 108 0 108 0 108 56 min -77.798 92 -71.95 93 -10.729 104 0 1 0 1 0 1 57 N450 max 86.767 5 301.673 8 16.949 94 0 108 0 108 0 108 58 min -74.284 92 -72.266 89 -10.627 102 0 1 0 1 0 1 59 N459 max 86.925 5 275.772 8 16.844 64 0 108 0 108 0 108 60 min -73.429 92 -52.882 89 -10.457 106 0 1 0 1 0 1 61 N468 max 79.265 5 265.521 8 16.671 63 0 108 0 108 0 108 62 min -55.476 92 -131.113 93 -10.628 106 0 1 0 1 0 1 63 N605 max 20.952 60 123.874 40 33.355 93 0 108 0 108 0 108 64 min -19.865 91 -105.311 90 -2.473 100 0 1 0 1 0 1 65 N609 max 26.204 60 137.021 6 49.879 93 0 108 0 108 0 108 66 min -24.855 91 -37.435 91 -1.218 102 0 1 0 1 0 1 67 N611 max 17.961 60 145.048 91 55.064 63 0 108 0 108 0 108 68 min -17.017 91 -200.234 • 6 -0.155 91 0 1 0 1 0 1 69 N615 max 17.218 89 143.562 89 55.076 63 0 108 0 108 0 108 70 min -17.457 62 -190.184 8 -0.151 89 0 1 0 1 0 1 71 N613 max 25.149 89 136.754 8 50.13 93 0 108 0 108 0 108 72 min -25.47 62 -35.66 89 -1.264 104 0 1 0 ' 1 0 1 73 N607 max 20.1 89 129.941 27 33.31 93 0 108 0 108 0 108 74 min -20.365 62 -102.777 92 -2.465 100 0 1 0 1 0 1 75 N127 max 21.837 59 155.586 40 40.548 94 0 108 0 108 0 108 76 min -21.323 91 -145.218 90 -1.071 102 0 1 0 1 0 1 77 N129 max 26.409 59 60.492 6 57.048 64 0 108 0 108 0 108 78 min -25.798 91 -8.54 91 -1.307 102 0 1 0 1 0 1 79 N131 max 18.867 59 143.341 8 43.787 , 64 , 0 108 0 108 0 108 80 min -18.442 91 -65.846 89 -0.028 91 0 1 0 1 0 1 81 N133 max 21.626 89 167.328 59 34.94 94 , 0 108 0 108 0 108 82 min -21.391 61 -145.331 92 -0.341 100 0 1 0 1 0 1 83 N135 max 26.163 89 61.887 8 47.172 94 0 108 0 108 0 108 84 min -25.868 61 -7.503 89 -0.28 104 0 1 0 1 0 1 85 N143 max 18.704 89 146.2.38 6 35.85 64 0 108 0 108 0 108 86 min -18.481 61 -58.191 91 -0.007 91 0 1 0 1 0 1 87 N162 max 27.103 89 263.716 28 2.073 94 0 108 0 108 0 108 88 min -26.586 61 -167.969 91 -0.661 104 0 1 0 1 0 1 89 N164 max 29.977 89 607.095 6 5.688 64 0 108 0 108 0 108 90 min -29.458 61 -214.768 91 -0.648 106 0 1 0 1 0 1 91 N166 max 27.104 60 252.232 41 2.03 93 0 108 0 108 0 108 92 min -26.603 91 -174.146 89 -0.656 102 0 1 0 1 0 1 93 N168 max 30.031 59 595.816 8 5.614 64 0 108 0 108 0 108 94 min -29.422 91 -251.805 89 -0.639 106 0 1 0 1 0 1 95 N181 max 63.084 28 2045.593 14 3.016 64 0 108 0 , 108 0 108 96 min -60.633 40 -333.638 93 -0.262 106 0 1 0 1 0 1 97 N169 max 64.064 28 1550.988 14 2.826 93 0 108, 0 108 0 108 98 min -61.709 40 -241.615 93 -0.395 100 0 1 0 1 0 1 99 N586 max 1.103 93 248.654 8 113.332 94 0 108 0 108 0 108 100 min -3.811 4 -69.245 89 0 4 0 1 0 1 0 1 101 N585 max 3.811 14 253.033 6 120.035 64 0 108 LOCKED 0 108 102 min -1.103 93 -66.71 91 -0.045 89 0 1 LOCKED 0 1 103 N599 max 13.804 14 487.935 14 71.787 63 0 108 0 108 0 108, 104 min -2.036 91 -79.117 91 -0.034 89 0 1 0 1 0 1 105 N600 max 2.036 91 487.934 14 71.793 63 0 108 0 108 0 108 RISA-3D Version 20 [#2302101.r3d] 28 of 40 : Dotec Engineering 3/7/2023 I ICompany IRISAoblNumr ber : 2302021 Checked BM: ANEMETSC,. Model Name : 16'X30' Envelope Node Reactions(Continued) Node Label X[lb] LC Y[Ib] LC Z[Ib] LC MX[lb-ft] LC MY[lb-ft] LC MZ[lb-ft] LC 106 min -13.804 4 -71.51 89 -0.033 91 0 1 0 1 0 1 107 N476 max 53.157 60 203.381 62 6.279 93 0 108 0 108 0 108 108 min -46.081 91 -174.21 89 -4.012 104 0 1 0 1 0 1 109 N208 max 52.62 60 261.703 82 15.357 94 0 108 0 108 0 108 110 min -46.176 81 -237.891 89 -2.78 104 0 1 0 1 0 1 111 N212 max 50.193 79 258.623 80 13.052 94 0 108 0 108 0 108 112 min -54.683 62 -218.393 91 -2.455 102 0 1 0 1 0 1 113 N477 max 50.707 89 200.951 60 6.225 93 0 108 0 108 0 108 114 min -55.236 62 -158.656 91 -4 102 0 1 0 1 0 1 115 N157 max 0.038 91 755.507 14 0 93 0 108 0 108 0 108 116 min -0.24 4 -166.17 89 0 100 0 1 0 1 0 1 117 N159 max 0.24 14 755.508 14 0 64 0 108 LOCKED 0 108 118 min -0.038 91 -173.307 91 0 106 0 1 LOCKED 0 1 119 N422 max 107.453 60 285.992 82 16.173 94 0 108 0 108 0 108 120 min -95.553 91 -260.877 59 -10.466 104 0 1 0 1 0 1 121 N478 max NC NC NC LOCKED LOCKED LOCKED 122 min NC NC NC LOCKED LOCKED LOCKED 123 N216 max NC NC NC • LOCKED LOCKED NC 124 min NC NC NC LOCKED LOCKED NC 125 N170 max NC NC NC NC LOCKED NC - 126 min NC NC NC NC LOCKED NC 127 N370 max NC NC NC NC NC LOCKED 128 min NC NC NC NC NC LOCKED • 129 N174 max NC NC NC NC LOCKED NC 130 min NC NC NC NC LOCKED NC 131 Totals: max 2516.507 90 13923.138 14 1202.887 64 132 min -2586.661 62 -3077.55 93 -360 106 Envelope A1SC 15TH(360-16):LRFD Member Steel Code Checks MemberShape Code Check Loc[in] LC Shear Check Loc[inl LC hi*Pnc[Ib]phi*Pnt[Ib]phi*Mn y-y[Ib-ft]phi*Mn z-z[lb-ft] Cb Eqn 1 M108 1.25" 0.248 179.996 8 0.089 0 41 12734.997 13656.497 417.636 417.636 1 Hi-lb 2 M 110 1.25" 0.252 179.996 6 0.092 0 28 12734.997 13656.497 417.636 417.636 1 Hi-lb 3 M139 1.25" 0.137 51.713 8 0.06 51.713 64 5083.556 13656.497 417.636 417.636 1 H1-1b* 4 M140 1.25" 0.137 0 6 0.06 51.713 64 5083.556 13656.497 417.636 417.636 1 H1-1b* 5 M141 1.25" 0.133 51.713 8 0.056 51.713 93 5083.556 13656.497 417.636 417.636 1 H1-1b* 6 M142 1.25" 0.134 0 6 0.056 51.713 93 5083.556 13656.497 417.636 417.636 1 H1-1b* Envelope AWC NDS-18:LRFD Member Wood Code Checks MemberShapeCode Check Loc[in] LC Shear Check Loc[in] Dir LC Fc' [ksi]Ft[ksi]Fb1' [ksi]Fb2'[ksi]Fv'[ksi] RB CL CP Eqn 1 M155 2X3 0.495 15.625 60 0.276 15.625 y 64 0.625 1.4581 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 2 M156 2X3 0.501 15.625 89 0.298 62.5 z 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-1 3 M163 2X3 0.476 15.625 6 0.776 0 v 60 0.625, 1.458, 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 4 M164 2X3 0.489 15.625 8 0.781 0 v 62 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 5 M169 2X3 0.481 15.625 6 0.706 0 v 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.2813.9-3 6 M170 2X3 0.497 15.625 8 0.618 0 y 62 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 .9-3 7 M175 2X3 0.385 15.625 39 0.669 0 y 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 .9-3 8 M176 2X3 0.405 15.625 62 0.595 0 z 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 .9-3 9 M181 2X3 0.383 15.625 60 0.6 0 z 63 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 .9-3 10 M182 2X3 0.412 15.625 62 0.588 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 .9-3 11 M187 2X3 0.416 15.625 6 0.611 0 y 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 c.9-3 12 M188 2X3 0.442 15.625 62 0.623 0 v 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 13 M193 2X3 0.415 15.625 60 0.631 0 y 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 .9-3 14 M194 2X3 0.445 15.625 62 0.617 0 z 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 RISA-3D Version 20 [#2302101.r3d] 29 of 40 Company : Dotec Engineering 3/7/2023 11 RISA Desig 11:29:08 AM Job Numnerber : 2302021 Checked By : ,rkav,,F:r:v Model Name : 16'X30' Envelope AWC NDS-18:LRFD Member Wood Code Checks (Continued) MemberShapeCode Check Loc[inLLCShear Check Loc[in] DirLCFc'[ksi]Ft[ksilFb1' [ksi]Fb2'[ksi]Fv'[ksi] RB CL CP Eqn 15 M199 2X3 0.404 15.625 60 0.588 0 z 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 16 M200 2X3 0.431 15.625 62 0.619 0 z 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 17 M205 2X3 0.428 15.625 60 0.583 0 y 641 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 18 M206 2X3 0.455 15.625 62 0.643 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 19 M211 2X3 0.473 15.625 60 0.623 0 v 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 20 M212 2X3 0.496 15.625 62 0.622 0 v 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 21 M217 2X3 0.526 15.625 60 0.62 0 v 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 22 M218 2X3 0.537 15.625 62 0.611 0 y 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 23 , M223 2X3 0.739 15.625 60 0.632 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 24 M224 2X3 0.746 0 28 0.66 0 y 60 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 25 M229 2X3 0.561 15.625 6 0.645 0 v 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 26 M230 2X3 0.568 15.625 8 0.693 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 27 M235 2X3 0.744 15.625 6 0.646 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 28 M236 2X3 0.758 15.625 8 0.717 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 29 M241 2X3 0.839 15.625 6 0.621 0 v 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 30 M242 2X3 0.856 15.625 8 0.692 0 y 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 31 M247 2X3 0.824 15.625 6 0.652 0 v 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 • 32 M248 2X3 0.841 15.625 8 0.664 0 y 64 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 33 M253 2X3 0.77 15.625 6 0.706 0 v 60 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 34 M254 2X3 0.79 15.625 8 0.716 0 y 62 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 35 M259 2X3 0.497 15.625 60 0.368 . 0 v 93 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-3 36 M260 2X3 0.486 15.625 89 0.347 0 z 63 0.625 1.458 2.471 2.51 0.346 8.333 0.985 0.28 3.9-1 37 M263 2X8 0.133 269.994 6 0.173 269.994 v 14 1.867 1.166 1.985 2.309 0.346 8.26 0.9890.9153.9-3 38 M264 2-2X3 0.1 21.176 89 0.024 0 y 61 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 • 39 M265 2-2X3 0.138 21.176 60 0.032 0 v 59 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 40 M318 2-2X3 0.297 47.557 64 0.066 0 z 84 1.109 1.458 2.503 2.51 0.346 3.873 0.9970.4963.9-3 41 M319 2-2X3 0.264 47.557 64 0.07 0 z 64 0.601 1.458 2.497 2.51 0.346 5.14 0.9950.2693.9-3 42 M327 2-2X3 0.226 50.668 63 0.039 0 z 93 1.317 1.458 2.507 2.51 0.346 2.357 0.9990.5893.9-3 43 M328 2-2X3 0.227 50.668 63 0.039 0 z 63 1.317 1.458 2.496 2.51 0.346 5.306 0.9950.5893.9-3 44 M332 2X3 0.406 70.234 60 0.386 70.234 z 63 2.05 1.458 2.499 2.51 0.346 4.714 0.9960.9173.9-1 45 M333 2X3 0.394 70.234 62 0.388 70.234 z 63 2.05 1.458 2.465 2.51 0.346 8.834 0.9820.9173.9-1 46 M334 2-2X3 0.27 80.547 60 0.16 80.547 z 64 1.317 1.458 2.507 2.51 0.346 2.357 0.9990.5893.9-3 47 M335 2-2X3 0.213 90.859 60 0.039 90.859 z 63 1.317 1.458 2.507 2.51 0.346 2.357 0.9990.5893.9-1 48 M336 2-2X3 0.265 80.547 62 0.162 80.547 z 64 0.768 1.458 2.499 2.51 0.346 4.73 0.9960.3433.9-3 49 M337 2-2X3 0.205 90.859 62 0.036 90.859 z 63 0.645 1.458 2.498 2.51 0.346 5.024 0.9950.2893.9-1 50 M98 2X3 0.415 68.494 60 0.04 68.494 z 94 0.528 1.458 2.466 2.51 0.346 8.724 0.9830.2363.9-1 51 M99 2-2X3 0.268 78.807 60 0.028 78.807 z 64 0.79 1.458 2.5 2.51 0.346 4.679 0.9960.3533.9-3 52 M100 2-2X3 0.216 89.119 60 0.022 89.119 z 64 0.665 1.458 2.498 2.51 0.346 4.975 0.9950.2973.9-3 53 M101 2X3 0.408 68.494 89 0.034 68.494 z 94 0.528 1.458 2.466 2.51 0.346 8.724 0.9830.2363.9-3 54 M102 2-2X3 0.264 78.807 89 0.028 0 z 64 0.79 1.458 2.5 2.51 0.346 4.679 0.9960.3533.9-3 55 M103 2-2X3 0.215 89.119 89 0.025 0 z 94 0.665 1.458 2.498 2.51 0.346 4.975 0.9950.2973.9-3 56 M118 2-2X3 0.186 0 14 0 101.337 y 14 0.542 1.458 2.496 2.51 0.346 5.306 0.9950.2423.6.3 57 M119 2-2X3 0.186 0 14 0 101.337 v 14 0.542 1.458 2.496 2.51 0.346 5.306 0.9950.2423.6.3 58 M120 2X3 0.603 75.444 60 0.031 75.444 y 89 0.441 1.458 2.461 2.51 0.346 9.156 0.98 0.1973.9-3 59 M121 2-2X3 0.36 88.389 60 0.017 88.389 v 89 0.673 1.458 2.498 2.51 0.346 4.955 0.9950.3013.9-3 60 M122 2X3 0.584 75.444 62 0.031 75.444 y 60 0.441 1.458 2.461 2.51 0.346 9.156 0.98 0.1973.9-3 61 M123 2-2X3 0.354 88.389 89 0.017 88.389 v 59 0.673 1.458 2.498 2.51 0.346 4.955 0.9950.3013.9-1 62 M126 2X6 0.141 56.49 59 0.548 18.83 z 64 0.441 1.264 2.061 2.501 0.346 13.5690.9470.2063.9-3 63 M127 2X6 0.141 56.49 80 0.557 0 z 64 0.441 1.264 2.061 2.501 0.346 13.5690.9470.2063.9-3 64 M128 2X6 0.077 0 94 0.318 21.176 y 8 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 65 M129 2X6 0.252 0 63 0.563 0 z 10 1.945. 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 66 M130 2X6 0.207 31.625 59 1.04 0 z 64 0.609 1.264 2.09 2.501 0.346 12.4340.9610.2853.9-3 67 M131 2X6 0.203 31.625 61 0.541 0 z 64 0.609 1.264 2.09 2.501 0.346 12.4340.9610.2853.9-3 68 M132 2X6 0.157 37.66 60 0.947 0 y 63 0.441 1.264 2.061 2.501 0.346 13.5690.9470.2063.9-3 69 M133 2X6 0.153 37.66 62 0.954 0 z 63 0.441 1.264 2.061 2.501 0.346 13.5690.9470.2063.9-3 RISA-3D Version 20 [#2302101.r3d] 30 of 40 I ''�'�� Company Dotec Engineering 11:223 29:08 AM Designer 1: Job Number : 2302021 Checked By : ANEMETSCHEKCO,,l' ' Model Name : 16'X30' Envelope AWC NDS-18:LRFD Member Wood Code Checks (Continued) MemberShapeCode Check Loc[in LC Shear Check Loc[in] DirLCFc'[ksi]Ft'[ksi]Fb1'[ksi]Fb2'[ksi]Fv' [ksi] RB CL CP Eqn 70 M124 2-2X3 0.831 65 6 0.051 32.5 y 28 0.423 1.458 2.492 2.51 0.346 6.009 0.9930.1893.9-3 71 M125 -2X3 0.707 65 28 0.052 32.5 v 28 0.423 1.458 2.492 2.51 0.346 6.009 0.9930.18'3.9-3 72 M116 2X6 0.317 32.75 64 0.07 65.5 y 14 0.572 1.264 2.085 2.501 0.346 12.6540.9590.2673.9-3 73 M117 2X6 0.005 20.68 14 0.008 41.36 y 60 1.217 1.264 2.13 2.175 0.346 10.0550.9790.5693.9-1 74 M134 2X6 0.003 20.68 1 0.003 41.36 y 1 1.217 1.264 2.13 2.175 0.346 10.0550.9790.5693.9-3 75_ M145 12-2X3 0.05 26.229 94 0.036 0 z 94 1.125 1.458 2.503 2.51 0.346 3.817 0.9970.5033.9-1 76 M143 '2-2X3 0.051 26.229 94 0.036 0 z 94 1.125 1.458 2.503 2.51 0.346 3.817 0.9970.5033.9-1 77 M370 2X3 0.181 20.68 14 0.026 41.36 y 81 0.605 1.458 2.486 2.51 0.346 6.779 0.9910.2713.9-1 78 M371 2X3 0.073 8.539 91 0.563 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 79 M372 2X3 0.079 8.539 89 0.606 17.078 v 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 80 M373 2X3 0.07 17.078 8 0.787 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 81 M374 2X3 0.067 0 6 0.804 17.078 v 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 82 M375 2X3 0.075 17.078 8 0.813 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 83 M376 2X3 0.072 0 6 0.842 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 84 M377 2X3 0.05 17.078 30 0.824 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 85 M378 2X3 0.047 0 39 0.854 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 86 M379 2X3 0.048 8.539 89 0.784 17.078 y 63 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 87 M380 2X3. 0.049 8.539 91 0.796 17.078 y 63 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 88 M381 2X3 0.061 17.078 8 0.798 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 89 M382 2X3 0.057 0 6 0.795 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 ' 90 M383 2X3 0.059 17.078 8 0.828 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 91 M384 2X3 0.055 0 6 0.818 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 92 M385 2X3 0.052 8.539 89 0.82 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 . 93 M386 2X3 0.053 8.539 91 0.8 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9961.8383.9-1 94 M387 2X3 0.054 17.078 62 0.808 17.078 v 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 95 M388 2X3 0.053 8.539 91 0.788 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 96 M389 2X3 0.07 17.078 8 0.8 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 97 M390 2X3 0.067 0 6 0.8 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 98 M391 2X3 0.064 8.539 89 0.815 17.078 v 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 99 M392 2X3 0.061 8.539 91 0.841 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 100 M393 2X3 0.183 8.539 59 0.798 17.078 v 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 101 M394 2X3 0.169 8.539 61 0.786 17.078 v 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 102 M395 2X3 0.069 17.078 8 0.871 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 103 M396 2X3 0.067 0 6 0.813 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 104 M397 2X3 0.107 17.078 8 0.836 17.078 v 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 105 M398 2X3 0.103 0 6 0.794 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 106 M399 2X3 0.123 17.078 8 0.79 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 107 M400 2X3 0.119 0 6 0.764 17.078 y 93 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.83:3.6.3 108 M401 2X3 0.113 17.078 8 0.812 17.078 y 64 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 109 M402 2X3 0.109 0 6 0.791 17.078 v 64 1.873 1.458, 2.501 , 2.51 0.346 4.356 0.9960.8383.6.3 110 M403 2X3 0.107 17.078 8 0.398 17.078 y 63 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 111 M404 2X3 0.103 0 14 0.367 17.078 v 63 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.6.3 112 M405 2X3 0.077 8.539 89 0.459 17.078 v 63 1.873 1.458 2.501 2.51 0.346 4.356 0.9960.8383.9-1 113 M406 2X3 0.072 8.539 91 0.457 17.078 y 63 1.873 1.458 2.501 . 2.51 0.346 4.356 0.9960.8383.9-1 114 M407 2X6 0.053 21.176 83 0.307 21.176 v 61 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 115 M408 2X6 0.054 21.176 64 0.347 21.176 y 60 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 116 M409 2X6 0.053 21.176 63 0.261 21.176 v 60 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 117 M410 2X6 0.053 21.176 83 0.155 21.176 y 62 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 118 M411 2X6 0.053 21.176 64 0.095 21.176 y 60 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 119 M412 2X6 0.054 21.176 64 0.081 0 y 6 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 120 M413 2X6 0.052 21.176 83 0.027 21.176 z 10 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 121 M414 2X6 0.057 21.176 73 0.063 21.176 z 43 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 122 M415 2X6 0.045 0 94 0.141 0 y 28 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 123 M416 2X6 0.112 21.176 64 0.144 0 y 28 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 124 M417 2X6 0.108 0 64 0.532 0 v 6 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 RISA-3D Version 20 [#2302101.r3d] 31 of 40 : Dotec EngineeringI 3/7/2023 ICompany 1 R'SA Job INumber : 2302021 Checked By : ANEW,, Model Name : 16X30' Envelope AWC NDS-18:LRFD Member Wood Code Checks (Continued) MemberShapeCode Check Loc[in] LCShear Check Loc[in] DirLCFc'[ksi]Ft' [ksilFbl'[ksi]Fb2'[ksi]Fv'[ksi] RB CL CP Eqn 125 M418 2X6 0.05 21.176 83, 0.57 0 y 6 1.945 1.264 2.155 , 2.501 0.346 7.195 0.991 0.91 3.9-3 126 M419 2X6 0.052 21.176 64 0.424 0 y 6 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 127 M420 2X6 0.066 21.176 63 0.312 0 y 60 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 128 M421 2X6 0.04 0 94 0.362 0 y 62 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 129 M422 2X6 0.254 21.176 63 0.561 0 y 8 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 130 M423 2X6 0.039 .21.176 94 0.364 21.176 y 60 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 131 M424 2X6 0.065 0 63 0.307 21.176 v 62 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 132 M425 2X6 0.051 0 64 0.416 21.176 v 8 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 133 M426 2X6 0.049 0 83 0.558 21.176 y 8 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 134 M427 2X6 0.105 21.176 94 0.52 21.176 y 8 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 135 M428 2X6 0.11 0 63 0.143 21.176 y 27 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 136 M429 2X6 0.044 21.176 94 0.133 21.176 y 41 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 137 M430 2X6 0.056 0 73 0.062 21.176 v 28 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 138 M431 2X6 0.052 0 83 0.025 21.176 y 6 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 139 M432 2X6 0.053 0 63 0.081 21.176 y 8 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 140 M433 2X6 0.052 0 63 0.096 0 y 62 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 141 M434 2X6 0.053 0 83 0.157 0 y 60 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 142 M435 2X6 0.052 0 • 73 0.258 0 y 62 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 • 143 M436 2X6 0.062 21.176 64 0.347 0 v 62 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 144 M437 2X6 0.041 0 83 0.316 0 y 92 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 145 M438 2X6 0.287 21.176 64 0.326 0 z 10 1.945 1.264 2.155 2.501 0.346 7.195 0.991 0.91 3.9-3 146 M292 2-2X3 0.162 21.176 60 0.156 0 y 91 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 147 M293 2-2X3 0.146 0 60 0.09 21.176 y 60 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 148 M294 2-2X3 0.112 0 6 0.449 0 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5863.9-1 149 M295 2-2X3 0.08 0 6 0.841 0 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5823.9-1 150 M296 2-2X3 0.14 21.176 14 0.939 0 y 41 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 151 M297 2-2X3 0.152 0 10 0.745 21.176 v 41 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 152 M298 2-2X3 0.053 0 31 0.577 21.176 z 41 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 153 M299 2-2X3 0.045 0 .93 0.391 0 v 28 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 154 M300 2-2X3 0.046 0 63 0.242 0 y 28 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 155 M301 2-2X3 0.056 21.176 60 0.195 21.176 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 156 M302 2-2X3 0.058 10.588 59 0.053 21.176 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 157 M303 2-2X3 0.073 21.176 41 0.187 0 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 158 M304 2-2X3 0.08 5.294 89 0.235 21.176 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 159 M305 2-2X3 0.089 0 89 0.424 21.176 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 160 M306 2-2X3 0.093 0 70 0.337 21.176 z 28 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 161 M307 2-2X3 0.1 0 60 0.025 21.176 v 59 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 162 M308 2-2X3 0.096 21.176 89 0.325 0 z 41 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 163 M309 2-2X3 0.093 21.176 59 0.418 0 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 164 M310 2-2X3 0.082 21.176 59 0.232 0 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 165 M311 2-2X3 0.076 0 28 0.189 21.176 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 166 M312 2-2X3 0.057 5.294 89 0.055 0 z 8 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 167 M313 2-2X3 0.054 0 62 0.2 0 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 168 M314 2-2X3 0.046 21.176 63 0.233 21.176 y 41 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 169 M315 2-2X3 0.055 21.176 64 0.376 21.176 v 41 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 170 M316 2-2X3 0.061 21.176 42 0.602 0 z 28 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 171 M317 2-2X3 0.147 21.176 10 0.774 0 y 28 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 172 M320 2-2X3 0.14 0 14 0.967 21.176 y 28 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 173 M321 2-2X3 0.08 21.176 8 0.864 21.176 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 174 M322 2-2X3 0.11 21.176 8 0.461 21.176 z 6 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 175 M323 2-2X3 0.14 21.176 62 0.097 0 y 62 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-1 176 M324 2-2X3 0.156 0 62 0.159 21.176 y 89 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 177 M325 2-2X3 0.132 0 62 0.031 21.176, v 90 1.314 1.458 2.507 2.51 0.346 2.425 0.9990.5883.9-3 178 M326 2X3 0.427 54.005 43 0.812 0 y 43 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 179 M329 2X3 0.428 81.008 28 0.751 0 v 28 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 RISA-3D Version 20 [#2302101.r3d] 32 of 40 : Dotec Engineering 3/7/2023 I ICompany 'R'SA obs(Numr ber •: 2302021 Checked BM A NEMETSCHEK COMPANY Model Name : 16'X30' Envelope AWC NDS-18:LRFD Member Wood Code Checks(Continued) MemberShapeCode Check Loc[in] LCShear Check Loc[inl DirLCFc'[ksi]Ft'[ksilFb1' [ksilFb2' [ksi Fv'[ksi] RB CL CP Eqn 180 M266 2X3 0.567 54.005 41 0.629 0 y 73 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 181 M268 2X3 0.586 54.005 28 0.559 0 v 73 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 182 M255 2X3 0.455 54.005 43 0.661 54.005 v 8 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 183 M256 2X3 0.442 54.005 28 0.66 54.005 y 6 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 184 M261 2X3 0.422 54.005 43 0.672 0 y 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 185 M262 2X3 0.408 27.003 28 0.649 0 v 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 186 M267 2X3 0.486 54.005 43 0.637 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 187 M269 2X3 0.468 54.005 28 0.63 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 188 M270 2X3 0.471 54.005 43 0.588 0 y 73 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 189 M271 2X3 0.442 54.005 28 0.615 0 y 73 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 190 M272 2X3 0.383 27.003 41 0.587 0 y 73 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 191 M273 2X3 0.42 54.005 43 0.626 0 v 73 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 192 M330 2X3 0.398 54.005 43 0.664 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 193 M331 2X3 0.374 54.005 42 0.708 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 194 M274 2X3 0.399 54.005 43 0.589 0 y 93 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 195 M275 2X3 0.37 54.005 28 0.687 0 y 93 0.599 1.458. 2.428 2.51 0.346 10.9550.9670.2683.9-3 196 M276 2X3 0.334 27.003 41 0.683 54.005 y 41 0.599 1.458 2.428 2.51 0.346,10.9550.9670.2683.9-3 197 M277 2X3 0.346 27.003 28 0.706 54.005 v 28 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 198 M250 2X3 0.511 108.01 14 0.662 0 y 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.6.3 199 M278 2X3 0.511 108.01 14 0.592 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.6.3 - 200 M222 2X3 0.334 54.005 93 1.046 54.005 y 6 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-1 201 M225 2X3 0.631 54.005 6 0.839 0 v 10 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 202 M226 2X3 0.796 54.005 6 0.7 0 y 93 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 203 M227 2X3 0.701 54.005 6 0.797 0 y 93 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 204 M231 2X3 0.308 27.003 41 1.021 54.005 y 8 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 205 M233 2X3 0.78 54.005 8 0.686 0 v 93 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 206 M234 2X3 0.687 54.005 8 0.69 0 y 93 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 207 M232 2X3 0.619 54.005 8 0.887 0 y .10 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 208 M238 2X3 0.871 81.008 9 0.766 0 z 63 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 209 M239 2X3 0.871 81.008 9 0.766 0 z 63 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-3 210 M240 2X3 0.287 27.003 64 0.571 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-1 211 M243 2X3 0.23 27.003 64 0.525 0 z 64 0.599 1.458 2.428 2.51 0.346 10.9550.9670.2683.9-1 212 M228 2X3 0.669 54.005 41 0.403 0 y 10 0.264 1.458 2.428 2.51 0.346 10.9550.9670.1183.9-3 213 M237 2X3 0.684 54.005 28 0.438 0 v 93 0.264 1.458 2.428 2.51 0.346 10.9550.9670.1183.9-3 RISA-3D Version 20 [#2302101.r3d ] 33 of 40 Company : Dotec Engineering March 3, 2023 Designer : Job Number : 2302021 Wall Footing : WF1 Checked By: Sketch 6 in 3 in • ✓ #5@18inoc c N N 6 in .G in c_ c #4 0912in oc `O Ygl 12in oc .f #4 @ loin oc 3 in RISAFoundation Version 14.0.1.8 [1...1...1...1...1...1...1...1...1...1#2302101.r3d] Page 1 34 of 40 Loading Diagram 24.45 Ib/ft 2.47 lb/ft 105 •sf 105 •sf 1111111 III!!!! n nnnnnnnnnnnnnivnnn inn 372.1 psf 409.5 psf RISAFoundation Version 14.0.1.8 [1...1.......\...1...1...\...\...1...1#2302101.r3d] Page 2 35 of 40 • Geometry, Materials and Criteria Start Point : R3D_N212 Design Code : ACI 318-19 Wall Int Bar : #5@18 in End Point : R3D_N477 Wall Material : Concrete Wall Horz Bar : #4@12 in Wall Bar Location : Single Layer Wall Length : 359.992 in Wall Weight : 0.145 k/ft^3 Wall Outer Bar : Vertical Wall Height : 24 in Wall Conc fc : 3 ksi Wall Thickness : 6 in Wall Steel fy : 60 ksi Foot Bot Bar : #4@10 in Wall Int Cover : 3 in Foot Weight 0.145 k/ft^3 Foot Long Bar : #4@12 in Wall Ext Cover : 1.5 in Foot Conc fc : 3 ksi Foot bar Location : Single Layer Foot Steel fy : 60 ksi Foot Toe Len. : 6 in Soil Height : 6 in Foot Heel Len. : 6 in Foot Thickness : 10 in Foot Top Cover : 3 in Foot Bot Cover : 3 in Wall Design LC 1 DIAGRAMS Min: 25.895 at 24 in Min: -0.419 at 0 in ACI 318-19 Code Check • Ib/ft Iblft lb-ft/in AXIAL/BENDING DETAILS • UC Max Int(+z) : 0.013 Location : 0 in Gov Pu Int(+z) : 0 lb/ft phi *Pn Int(+z) : 0 Ib/ft Gov Mu Int(+z) : -2.549 lb-ft/in phi *Mn Int(+z) : 190.753 lb-ft/in phi eff. Int(+z) : 0.9 Gov LC Int(+z) : 9 UC Max Ext(-z) : 0.013 Location : 0 in Gov Pu Ext(-z) : 140.753 lb/ft phi *Pn Ext(-z) : -11044.907 lb/ft Gov Mu Ext(-z) : 0 lb-ft/in phi *Mn Ext(-z) : 0 lb-ft/in P V M phi eff. Ext(-z) : 0.9 Gov LC Ext(-z) : 12 i Max: 228.9 at 0 in Max: 2.515 at 12 in Max: 0 at 24 in RISAFoundation Version 14.0.1.8 [\...\...1...\...1...\...\...1...1...1#2302101.r3d] Page 3 36 of 40 SHEAR DETAILS RESULTS FOR FULL WALL • UC Max : 0.008 As Provided(H) : 0.393 inA2 (2#4) Location : 3.6 in Rho Provided(H) : 0.0027 As min(H) : 0.288 inA2 Gov Vu : 15.294 lb/ft Rho min(H) : 0.002 phi*Vn : 1961.799lb/ft Gov LC : 29 Int As Provided(V) : 6.136 inA2 (20 #5) • Int rho Provided(V) : 0.0028 UC Max Dowel : 0.002 : 1 Ext As Provided(V) : 0 inA2 (0#8) Avf : 0.017 inA2/in Ext rho Provided(V) : 0 Dowel Bars : #5@l8in Int As min(V) : 3.24 inA2 ENVELOPED WALL FORCES (NOT USED FOR DESIGN) rho min(V) : 0.0015 M in Plane : 927.588 lb-ft (11On FA)ne : 463.794 lb (LC : 14) Footing Design As-min z-dir (Top Flexure): 0.018 inA2/in z-dir (T & S) : 0.018 inA2/in As-min z-dir (Bot Flexure): 0.018 inA2/in x-dir Long. (T& S) : 0.324 inA2 Bottom Bar Design (Toe) : Shear(Toe) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC (lb-ft/in) (lb-ft/in) (inA2/in) (inA2/in) Max LC (lb/ft) (lb/ft) - 0.005 10 2.67 576.001 8.792e-5 0.02 0 10 0.004 3799.901 Top Bar Design (Heel) : Shear(Heel) Mu UC Gov Mu Max Mu Phi*Mn As Req'd As Prov'd Vu UC Gov Vu Vu Phi*Vn Max LC (lb-ft/in) (lb-ft/in) (inA2/in) (inA2/in) Max LC (Ib/ft) (lb/ft) 0.0007636 22 r 0.204 266.751 F 0 0.02 0.027 1 62.827 2334.311 RISAFoundation Version 14.0.1.8 [1...1...1...1..A...1...1...1...1...1#2302101.r3d] Page 4 37 of 40 • Overturning Check (Service) Moverturn Mresist Description Categories and Factors (lb-ft/in) (lb-ft/in) SF SF Min SF Min/SF IBC 16-8 1DL 0.424 26.234 61.857 1.5 0.024 IBC 16-9 1 DL+1 HL+1 LL+1 LLS 0.424 26.234 61.857 1.5 0.024 • IBC 16-10 (a) 1 DL+1 HL+1 RLL 1.659 28.515 17.188 1.5 0.087 ' IBC 16-10 (b) 1DL+1HL+1SL+0.75.. 1.861 28.808 15.477 1.5 0.097 IBC 16-10 (c) 1 DL+1 HL+1 RL 0.424 26.234 61.857 1.5 0.024 IBC 16-11 (a) 1DL+1HL+0.75LL+0.. 1.35 27.945 20.695 1.5 0.072 IBC 16-11 (b) 1DL+1HL+0.75LL+0.. 1.704 28.524 16.737 1.5 0.09 IBC 16-11 (c) 1DL+1HL+0.75LL+0.. 0.424 26.234 61.857 1.5 0.024 IBC 16-12 (a) (a) 1DL+1HL+0.6WL 5.028 26.234 5.218 1.5 0.287 IBC 16-12 (a) (b) 1DL+1HL+-0.6WL 0.87 30.392 34.952 1.5 0.043 IBC 16-12 (b) (a) 1DL+1HL+0.7EL 1.211 26.234 21.664 1.1 0.051 IBC 16-12 (b) (b) 1DL+1HL+-0.7EL 0.878 26.567 30.241 1.1 0.036 IBC 16-13 (a) (a) 1DL+1HL+0.45WL+0.. 4.803 27.945 5.818 1.5 0.258 IBC 16-13 (a) (b) 1DL+1HL+-0.45WL+.. 1.684 31.064 18.442 1.5 0.081 IBC 16-13 (b)(a) 1DL+1HL+0.45WL+0.. 5.157 28.524 5.531 1.5 0.271 IBC 16-13 (b) (b) 1DL+1HL+-0.45WL+.. 2.038 31.642 15.524 1.5 0.097 IBC 16-13 (c) (a) 1DL+1HL+0.45WL+0.. 3.877 26.234 6.767 1.5 0.222 IBC 16-13 (c) (b) 1DL+1HL+-0.45WL+.. 0.758 29.353 38.714 1.5 0.039 IBC 16-14(a) 1DL+1HL+0.525EL+.. 2.294 28.524 12.432 1.1 0.088 IBC 16-14 (b) 1DL+1HL+-0.525EL.. 2.045 28.773 14.07 1.1 0.078 IBC 16-15 (a) 0.6DL+1HL+0.6WL 4.858 15.741 3.24 1 0.309 IBC 16-15 (b) 0.6DL+1 HL+-0.6WL 0.7 19.899 28.431 1 0.035 IBC 16-16 (a) 0.6DL+1HL+0.7EL 1.041 15.741 15.116 1 0.066 IBC 16-16 (b) 0.6DL+1HL+-0.7EL 0.709 16.073 22.675 1 0.044 IBC 16-12 (b) (os-a) 1 DL+1 HL+0.70m*EL 1.211 26.234 21.664 1.1 0.051 - IBC 16-12 (b) (os-b) 1DL+1HL+-0.70m*EL 0.878 26.567 30.241 1.1 0.036 IBC 16-14 (os-a) 1 DL+1 HL+0.5250m*.. 2.294 28.524 12.432 1.1 0.088 IBC 16-14 (os-b) 1DL+1HL+-0.5250m.. 2.045 28.773 14.07 1.1 0.078 IBC 16-16 (os-a) 0.6DL+1HL+0.70m*EL 1.041 15.741 15.116 1 0.066 IBC 16-16 (os-b) 0.6DL+1HL+-0.70m.. 0.709 16.073 22.675 1 0.044 RISAFoundation Version 14.0.1.8 [\...1...1...\...1...1...1...1...\...1#2302101.r3d] Page 5 38 of 40 Sliding Check (Service) Vsliding Vresist Description Categories and Factors (Ib/ft) (Ib/ft) SF SF Min SF Min/SF IBC 16-8 1 DL 1.768 125.614 71.065 1.5 0.021 - IBC 16-9 1 DL+1 HL+1 LL+1 LLS 1.768 125.614 71.065 1.5 0.021 IBC 16-10 (a) 1 DL+1 HL+1 RLL 6.87 136.094 19.811 1.5 0.076 IBC 16-10 (b) 1DL+1HL+1SL+0.75.. 7.73 137.462 17.782 1.5 0.084 IBC 16-10 (c) 1 DL+1 HL+1 RL 1.768 125.614 71.065 1.5 0.021 IBC 16-11 (a) 1DL+1HL+0.75LL+0.. 5.594 133.474 23.859 1.5 0.063 IBC 16-11 (b) 1DL+1HL+0.75LL+0.. 7.075 136.151 19.245 1.5 0.078 IBC 16-11 (c) 1DL+1HL+0.75LL+0.. 1.768 125.614 71.065 1.5 0.021 IBC 16-12 (a) (a) 1DL+1HL+0.6WL 3.319 106.717 32.156 1.5 0.047 IBC 16-12 (a) (b) 1DL+1HL+-0.6WL 0.216 144.512 667.73 1.5 0.002 IBC 16-12 (b) (a) 1DL+1HL+0.7EL 0.202 124.756 616.312 1.1 0.002 IBC 16-12 (b)(b) 1DL+1HL+-0.7EL 3.333 126.472 37.948 1.1 0.029 IBC 16-13 (a) (a) 1DL+1HL+0.45WL+0.. 6.758 119.301 17.654 1.5 0.085 IBC 16-13 (a)(b) 1DL+1HL+-0.45WL+.. 4.431 147.647 33.323 1.5 0.045 IBC 16-13 (b) (a) 1DL+1HL+0.45WL+0.. 8.238 121.978 14.806 1.5 0.101 IBC 16-13 (b) (b) 1DL+1HL+-0.45WL+.. 5.911 150.325 25.43 1.5 0.059 IBC 16-13 (c) (a) 1 DL+1 HL+0.45WL+0.. 2.931 111.441 38.022 1.5 0.039 IBC 16-13 (c) (b) 1DL+1HL+-0.45WL+.. 0.604 139.787 231.354 1.5 0.006 IBC 16-14 (a) 1DL+1HL+0.525EL+.. 5.901 135.508 22.964 1.1 0.048 IBC 16-14 (b) 1DL+1HL+-0.525EL.. 8.249 136.795 16.584 1.1 0.066 IBC 16-15 (a) 0.6DL+1HL+0.6WL 2.612 56.471 21.622 1 0.046 IBC 16-15(b) 0.6DL+1HL+-0.6WL 0.491 94.266 192.139 1 0.005 IBC 16-16(a) 0.6DL+1HL+0.7EL 0.505 74.51 147.658 1 0.007 • IBC 16-16(b) 0.6DL+1HL+-0.7EL 2.626 76.227 29.031 1 0.034 IBC 16-12 (b) (os-a) 1DL+1HL+0.70m*EL 0.202 124.756 616.312 1.1 0.002 IBC 16-12(b) (os-b) 1DL+1HL+-0.70m*EL 3.333 126.472 37.948 1.1 0.029 - IBC 16-14(os-a) 1 DL+1 HL+0.5250m*.. 5.901 135.508 22.964 1.1 0.048 IBC 16-14(os-b) 1DL+1HL+-0.5250m.. 8.249 136.795 16.584 1.1 0.066 IBC 16-16 (os-a) 0.6DL+1 HL+0.70m*EL 0.505 74.51 147.658 1 0.007 IBC 16-16 (os-b) 0.6DL+1HL+-0.70m.. 2.626 76.227 29.031 1 0.034 RISAFoundation Version 14.0.1.8 [1...1...1...\...1...1...1...1...\...1#2302101.r3d] Page 6 39 of 40 • Soil Bearing Check (Service) Max Bearing Bearing Allowed Bearing Description Categories and Factors (psi) (psf) UC IBC 16-8 1 DL 292.498 1500 0.195 IBC 16-9 1 DL+1HL+1 LL+1LLS 292.498 1500 0.195 IBC 16-10 (a) 1 DL+1 HL+1 RLL 354.336 1500 0.236 IBC 16-10 (b) 1DL+1HL+1SL+0.75.. 363.878 1500 0.243 IBC 16-10 (c) 1DL+1HL+1RL 292.498 1500 0.195 IBC 16-11 (a) 1DL+1HL+0.75LL+0.. 338.877 1500 0.226 IBC 16-11 (b) 1DL+1HL+0.75LL+0.. 356.013 1500 0.237 IBC 16-11 (c) 1DL+1HL+0.75LL+0.. 292.498 1500 0.195 IBC 16-12 (a) (a) 1DL+1HL+0.6WL 262.223 1500 0.175 IBC 16-12 (a) (b) 1DL+1HL+-0.6WL 322.773 1500 0.215 IBC 16-12 (b) (a) 1DL+1HL+0.7EL 278.765 1500 0.186 IBC 16-12 (b) (b) 1DL+1HL+-0.7EL 306.231 1500 0.204 IBC 16-13 (a) (a) 1DL+1HL+0.45WL+0.. 316.171 1500 0.211 IBC 16-13 (a) (b) 1DL+1HL+-0.45WL+.. 361.583 1500 0.241 IBC 16-13 (b) (a) 1DL+1HL+0.45WL+0.. 333.307 1500 0.222 IBC 16-13 (b) (b) 1DL+1HL+-0.45WL+.. 378.719 1500 0.252 IBC 16-13 (c) (a) 1DL+1HL+0.45WL+0.. 269.792 1500 0.18 IBC 16-13 (c) (b) 1DL+1HL+-0.45WL+.. 315.204 1500 0.21 IBC 16-14(a) 1 DL+1 HL+0.525EL+.. 345.713 1500 0.23 IBC 16-14(b) 1DL+1HL+-0.525EL.. 366.312 1500 0.244 IBC 16-15 (a) 0.6DL+1 HL+0.6WL 145.224 1500 0.097 IBC 16-15 (b) 0.6DL+1HL+-0.6WL 213.187 1500 0.142 • IBC 16.16 (a) 0.6DL+1HL+0.7EL 169.391 1500 0.113 IBC 16-16 (b) 0.6DL+1HL+-0.7EL 189.232 1500 0.126 ". IBC 16-12 (b) (os-a) 1DL+1HL+0.7Om*EL 278.765 1500 0.186 IBC 16-12 (b) (os-b) 1DL+1HL+-0.7Om*EL 306.231 1500 0.204 IBC 16-14 (os-a) 1 DL+1 HL+0.525Om*.. 345.713 1500 0.23 IBC 16-14 (os-b) 1DL+1HL+-0.525Om.. 366.312 1500 0.244 IBC 16-16(os-a) _ 0.6DL+1HL+0.7Om*EL 169.391 1500 0.113 IBC 16-16(os-b) 0.6DL+1HL+-0.7Om.. 189.232 1500 0.126 • 4.. RISAFoundation Version 14.0.1.8 [1...1...1...\...\...\...1...1...1...1#2302101.r3d] Page 7 40 of 40