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Specifications msr2oi?-0694/5-� /3 8"/O STRUCTURAL CALCULATIONS ROOF MOUNTED SOLAR PROJECT: Clark — Residential Solar 13890 SW 11th Ave. Tigard, Oregon 97223 for OFFICE COPY Neil Kelly Solar 804 N Alberta Street Portland, Oregon 97217 PROrts' 0RUCTux? *G1N£F O '9< a, '183'6Pj "P James G. Pierson, Inc. i .E,' F.O Ptch 19, ''°r /\/Gr �� `R R. GO' � GINEe EXPIRES- 6-30-21 James G. Pierson, Inc. Consulting Structural Engineers 610 S.W.ALDER SUITE 918 PORTLAND,OR. 97205 (503)226-1286 FAX 226-3130 December 13,2019 Page 1 of 18 Clark Roof Mounted Solar GENERAL DESIGN LOADS: Project is designed in accord with requirements of the 2019 Oregon Structural Specialty Code. For this location the following design parameters apply: Roof Snow Load=20 PSF (5 PSF Rain on Snow not present) Solar Dead Load=4.5 PSF (design) Wind: 98 MPH, EXP B, Risk Category II (ASCE 7-16) Design Summary: The following calculations are for the proposed roof mounted solar arrays located at 13890 SW 114th Ave, Tigard, Oregon 97223. The existing structure is a typical residential construction consisting of a wood framed roof and floor diaphragms and wood framed walls. The proposed solar array will attach to the Southern facing roof sections. For this specific project the roof section was analyzed for the new point loaded condition from the additional solar panels. The techniques and principles of structural analysis used for these calculations conform to generally accepted standards of the engineering community. These design calculations have been prepared based upon architectural drawings furnished by the client. Page 2 of 18 Solar Panels at Clark Residence Task: Determine the adequacy of roof to support rooftop solar panels and check the panel to roof connections. References: SEAOC PV2-2017 2018 IBC 2019 OSSC ASCE 7-16 Plans (for reference only): Project Job no. James G. Pierson, Inc. Clark Residential Solar Consulting Structural Engineers Location Dace Tigard, Or 12/13/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Neil Kelly Page 3 of 18 Components and Cladding External Pressure Coefficients (GCp) Figure (ASCE 7-16 Fig. 30.3-2C) Diagrams _� ,_._ I I t ( I I I I 1 ( t 1 I ! I 113 I t ti t 1 1 B 1 ft I ELEVATiOON 1 PLAN Notation a y 1U54 of least horizontal dimension or 0.4h,whichever is smaller.but not less than either 4%of Icast honzontal dimension or 3 0 10.9 m).If an overhang exists,the edge distance shall he measured from the outride edge of the overhang.The horizontal dimensions used to compute the edge distance shall not include any overhang distances. 8=Horizontal dimension of building measured normal to wind direction,in ft tm). h=Mean root height.in N(m 1. 0 lnele of plane of root from horizontal.in degrees. External Pressure Coefficients 40 10 MO -SO 10 100 , � 16 a • Roof ,t, 44 0(� .•"rte- J1 r , r t4 GOA, .�s 1 -LI )1 ,, 4J4 g a0 ,. L t4 .r I! U 24 .7,4 10 11 ZO (De .. ,r Jit 4 •12 . . 11 -0A .4 .4 stn MA .1J Tres , Jib ... ,4r t1 4_ 110 — 0 I 0 IC 50 110 hili (#I= I D JO 50 CO tm 201100 81 ch R! 1 0 IS M Ire O] 00(b Oa p 010 MOM Effective Wad Arca,d 1011) Effective Wad Axa,B I(ma) Notes I \':,tWill scale denotes(GeoI to be used with yh 2.Horizontal soak denotes effective wind arcs,in It:(nri. 3.Plus and minus signs signify pressures acting toward and away from the surfaces.respectively. 4 Each component'hall he designed for maximum positive and negative pressure,. 5 Values of tGCpt fix roof overhangs include pressure contributions from both upper and lower curfat:cs 6.If overhangs exist.the lesser honzonul dimension of the building scull nut include any overhang dimension.hut the edge distance,a,shall he measured from the outside edge nt the overhang. Project Job no. James G. Pierson, Inc. Clark Residential Solar Location Date Consulting Structural Engineers Tigard, Or 12/13/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Neil Kelly Page 4 of 18 Parallel-to-Roof(Flush-Mounted) Modules (per SEAOC PV2-2017): Upward Pressure Kz= 0.85 psf Kzt= 1.0 Kd = 0.85 Ke= 1.0 V= 98 (ASCE 7-16 Basic Wind Speed) qh = 0.00256*Kz*Kzt*Kd*Ke*V^2 = 17.764 "GCp determined from Fig. 30.3-2B of ASCE 7-16 (largest area supported by any clamp is less than 10ft2, so GCp for clamp design is based on effective wind area A<_ 10 ft2 )" For Zone 3r, GCp3r= -3.6 For Zone 3e, GCp3e= -2.5 For Zone 2n, GCp2n = -2.5 For Zone 2r, GCp2r= -2.5 For Zone 2e, GCp2e= -1.5 For Zone 1, GCp, = -1.5 YE = 1.5 for exposed PV modules located along each outer row, or adjacent to aisles>4' Ya = 0.8 "per ASCE 7-16 Fig. 29.4-8 for A<_ 10 ft2" Pst= qh*GCp3r*YE*Ya=-76.739 psf P3e = qh*GCp3e*YE*Ya=-53.291 psf P20 = qh*GCp2n*YE*Ya=-53.291 psf Pet= qh*GCp2r*YE*Ya=-53.291 psf P2e = qh*GCp2e*YE*Ya=-31.974 psf Pi = qh*GCpi*YE*Ya=-31.974 psf Pup= min(P3r,P3e,P2n,Per,P2e,Pi) = -76.739 psf Downward Pressure qh = 17.764 psf GCp = 0.7 YE = 1.500 Ya = 0.800 Pdown = qh*GCp*YE*Ya=14.921 psf Use max wind load case to design solar support rails and attachment to structure PSP = -76.739 psf Upward force on upper section of solar panels Pdown = 14.921 psf Downward force on upper section of solar panels Check Rails for critical load combinations Solar Panels: Q.Cells Q. Peak Duo G5.2 325 PVI = 66.3 in w= 39.1 in weight= 39.7 lbs DL =weight/(w* I) = 2.205 psf DL = 4.5 psf Self weight of solar panels plus rails—use for design LL = 20 psf (snow w/ rain surcharge) Windom,' = Pdown Windom', = 14.921 psf Windup= Pup Windup = -76.739 psf Tributary Load per rail a = 1/2 a = 2.762 Project Job no. James G. Pierson, Inc. Clark Residential Solar Consulting Structural Engineers Location Date Tigard, Or 12/13/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Neil Kelly Page 5 of 18 Combine Nominal Loads using Allowable Stress Design (ASCE 7-16 2.4.1) U3 = (DL + LL)* I/2 =67.681 plf U5 = (DL + (0.6 *Winddown)) * 1/2 =37.163 plf U6= (DL + .75 * (LL + 0.6 *Winddown)) * 1/2 =72.418 plf - Controls U7 = (0.6 * DL + 0.6 *Windup ) *1/2 =-119.735 plf up - Controls Try Iron Ridge Rail XR10 Series (Downward) XR10 Rail Check Rails for design loads L =4 ft span of rails M = 1/8 * U6 * L2 = 1738.030lb in `""•`""" w Vx = U6* L/2 = 144.836 lbs down each side of support SP6 = 0.136 in3 Weight,linear Foot 0.436 t.bs fb = M SP6 = 12779.630 psi Total Cross- Area 0.363 in' Section Modulus(X-ads) 0.136in' Fb = 21000 psi 6005A-T51 Ment ofinerti (Y-axis' 0.124 in' P Moment (Y-axis)of Inertia -axis) 0032 in` fb/ Fb = 0.609 < 1.0–okay Try XR100: .66 _46 SP6 = 0.297 in3 -r— fb = M/SP6= 5851.952 psi Fb = 21000 psi 6005A-T51 1.99 fb/ Fb = 0.279 <1.0–OK 2.34 u ,I • Use XR10 Series (4 ft or less span between supports) Rol Becton Properties Property Vatae Total Cron-Sectionat Area 0.582 in` Moon Try Iron Ridge Rail XR10 Series (Uplift) Moment anerof ners(X-0xs( 0.39is b(X t -oxht 0.3900 in` Moment of inertia 1Y-air'sl 0.085 in` Check Rails for design loads Torsional Cottstont 0.214 it' L =4 ft span of rails Polar moment otinertia 0.t26in' M = 1/8 * U7* L2 = -2873.650 lb in VX= U7 * L/2 = -239.471 lbs down each side of support SP6 = 0.136 in3 fb = M /SP6 = -21129.782 psi Fb = 21000 psi 6005A-T51 fb/ Fb= -1.006 < 1.0–okay Try XR100: SP6 = 0.297 in3 fb= M/SPs = -9675.591 psi Fb= 21000 psi 6005A-T51 fb/Fb= -0.461 <1.0–OK • Use XR100 Series at ends (4 ft or less span between supports) Project Job no. James G. Pierson, Inc. Clark Residential Solar Consulting Structural Engineers Location Date Tigard, Or 12/13/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Neil Kelly Page 6 of 18 • Connections to structure: Use Ironridge Flash Foot and 5/16" lag bolt Uplift on connections Rt,P = -U7* L =478.942 lbs up at supports Try 5/16"dia. lag bolts Tallow= 266 lbs per inch embedment Rup/Tallow= 1.801 inches embedment required into joist, or required blocking. • Use 5/16"diameter x 4" long lag bolts (4"threads) at each PV Mount Project Job no. James G. Pierson, Inc. Clark Residential Solar Location Date Consulting Structural Engineers Tigard, Or 12/13/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Neil Kelly Page 7 of 18 Footing Load Calculations Load Solar 4.5 PSF Snow 20 PSF wind_up -58 PSF wind_dowr 11.4 PSF Solar Panel Dimentions L 66.3 in 5.53 ft w 39.1 in 3.26 ft Ftg Spacing Trib length 24 in 2 ft 5.53 sq.ft. per leg(area=Trib* L/2) Point Load (input to RISA) DL 24.9 lbs SL 110.5 lbs WL -320.5 lbs WL 63.0 lbs Ftg Spacing Trib length 36 in 3 ft 8.29 sq.ft. per leg(area =Trib * L/2) Point Load (input to RISA) DL 37.3 lbs SL 165.8 lbs WL -480.7 lbs WL 94.5 lbs Page 8 of 18 Project Job no. James G. Pierson, Inc. Consulting Structural Engineers Location Date 12/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Page 9 of 18 gE. X 2X6 0 14 ?ks 42X80 2X8 0 3 �� 2X8 'Nb I16"i 'N9 •' i i N13 12 Envelope Only Solution JGP SK- 1 SM Clark W solar Dec 17, 2019 at 1:36 PM Clark-Flat-W Solar L3.r3d Page 10 of 18 Company : JGP Dec 17,2019 IIIRISA Designer : SM 1:37 PM mber Checked By: _ Model Name : Clark W solar Wood Material Properties Label Type Database Species Grade Cm Emod Nu The...Dens[... 1 DF1b Solid Sawn Visually Graded Douglas Fir-Larch No.1 & Better 1 .3 .3 .035 2 DF2 Solid Sawn Visually Graded Douglas Fir-Larch No.2 1 .3 .3 .035 3 DF-s Solid Sawn Visually Graded Douglas Fir-Larch Stud 1 .3 .3 .035 4 DF-ss Solid Sawn Visually Graded Douglas Fir-Larch Select Structural 1 .3 .3 .035 Wood Section Sets Label Shape Type Design List Material Design Rul... A[in2] lyy[in4] Izz[in4] J[in4] 1 Top Chord 2X6 Beam Rectangular DF-ss Topica 8.25 1.547 20.797 5.125 2 TC2 2X4 Beam Rectangular DF-ss Typica 5.25 .984 5.359 2.877 3 Bot Chord 2X8 Beam Rectangular DF-ss Topica 10.875 2.039 47.635 7.093 4 Collar 2X6 Beam Rectangular DF-ss Typica 8.25 1.547 20.797 5.125 5 Web-no2 2X2 Column Rectangular DF-ss Tvpica 2.25 .422 .422 .713 6 Web-stud 2X2 Column Rectangular DF-ss Typica 2.25 .422 .422 .713 7 PonyWall 2X4 Column Rectangular DF-ss Typica 5.25 .984 5.359 2.877 Joint Coordinates and Temperatures Label X L] Y[in] Z[in] Temp[F] Detach From Diap... 1 N1 0.000975 0 0 0 2 N2A 0.000975 0 1.5 0 3 N2 99.3 0 0 0 4 N3 104.2 0 0 0 5 N5 164.7 0 0 0 6 N6 214 0 0 0 7 N7 225.1 0 0 0 8 N8 214 83.7 0 0 9 N8A 214 83.7 1.5 0 10 N9 333.5 0 0 0 11 N11 427.999025 0 0 0 12 N12 460.6 -12.751 0 0 13 N13 -32.6 -12.751 0 0 14 N14 104.2 40.754664 , 0 0 15 N15 333.5 36.960768 0 0 Joint Boundary Conditions Joint Label X[k/in] Y[k/in] Z[k/in] X Rot.fk-ft/radl Y Rotjk-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction 2 N2 Reaction 3 N5 Reaction 4 N7 Reaction 5 N11 Reaction 6 N8 Reaction Wood Design Parameters Label Shape Lengt... le2[in] lel[in] le-bend top[in] le-bend botfinj Kvv Kzz CV Cr y sway z sway 1 M1 Top Cho..264.7... 12 12 Lbw Yes 2 M2 Top Cho..264.7... 12 12 Lbyy Yes 3 M3 Bot Chord 164.6... 12 12 Lbvv Yes 4 M4 PonyWall 40.755 5 M5 PonyWall 36.961 6 M6 PonyWall 83.7 12 12 RISA-3D Version 17.0.4 [Z:\Solar Clients\Neil Kelly\Clark\Clark- Flat-W Solar L3.r3d] Page 1 Page 11 of 18 I Company : JGP Dec 17,2019 IIRISA Designer 1:37 PM Job Number Checked By: Model Name : Clark W solar Wood Design Parameters (Continued) Label Shape Lengt... le2[in] lel[in] le-bend top[in] le-bend bot[in] Kvy Kzz CV Cr y sway z sway 7 M7 Bot Chord 60.4 12 . 12 Lbw Yes 8 M8 Bot Chord 202.8... 12 12 Lbyy Yes Member Point Loads (BLC 1 : DL) Member Label Direction Magnitude[k,k-ft] Location[in,%] 1 M1 v -.029 104.6 2 M1 y -.029 177.7 3 M1 v -.029 204.2 4 M1 y -.029 246.8 Member Point Loads (BLC 3 : SL) Member Label Direction Magnitude[k,k-ft] Location[in,%] 1 M1 Y -.138 104.6 2 M1 Y -.138 177.7 , 3 M1 Y -.138 204.2 • 4 M1 Y -.138 246.8 Member Point Loads (BLC 4 : WL UP) Member Label Direction Magnitude[k,k-ft] Location[in,%] 1 M1 Y -.065 104.6 • 2 M1 Y -.065 177.7 3 M1 Y -.065 204.2 4 M1 Y -.065 246.8 Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,... Start Location[in,%] End Location[in,%] 1 M1 PY -.024 -.024 0 0 2 M2 PY -.024 -.024 0 0 Member Distributed Loads (BLC 3 : SL) Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,... Start Location[in,%] End Location[in,%] 1 M1 PY -.04 -.04 0 45 2 M1 PY -.04 -.04 260 0 3 M2 PY -.04 -.04 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(Me...Surface(... 1 DL DL -1 4 2 2 LL LL 3 SL SLN 4 3 4 WL UP WL-EY 4 5 WL_P WL-Y Load Combinations Descrip... Solve PDelta S...B...Fa... BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 IBC 16-8 Yes DL 1 2 IBC 16-9 Yes DL 1 LL 1 LLS 1 3 IBC 16-.. Yes DL 1 SL 1 SLN 1 4 IBc 16-... Yes DL 1 LL .75 LLS .75 SL.75 5....75 RISA-3D Version 17.0.4 [Z:\Solar Clients\Neil Kelly\Clark\Clark- Flat-W Solar L3.r3d] Page 2 Page 12 of 18 Company : JGP Dec 17, 2019 II. Designer : SM 1:37 PM Job Number Checked By: Model Name : Clark W solar Load Combinations (Continued) Descrip... Solve PDelta S...B...Fa... BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...6...Fa...B...Fa...B...Fa... 5 IBC 16-... Yes DL 1 WL .6 6 IBC 16-... Yes DL 1 WL . .45 LL .75 L....75 7 IBC 16-... Yes DL 1 WL .45 LL .75 L-...75 SL.75 S....75 8 IBC 16-... Yes DL .6 WL .6 Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ftl LC MY[k-ftl LC MZ[k-ft] LC 1 N1 max -.025 8 .401 3 0 8 0 8 0 8 0 8 2 min -.042 3 .116 8 0 1 0 1 0 1 0 1 3 N2 max 0 8 .709 3 0 8 0 8 0 8 0 8 4 min 0 1 .225 8 0 1 0 1 0 1 0 1 5 N5 max 0 8 .14 3 0 8 0 8 0 8 0 8 6 min 0 1 .04 8 0 1 0 1 0 1 0 1 7 N7 max 0 8 .692 3 0 8 0 8 0 8 0 8 8 min 0 1 .176 8 0 1 0 1 0 1 0 1 9 N11 max 0 8 .88 3 0 8 0 8 0 8 0 8 10 min 0 1 .22 8 0 1 0 1 0 1 0 1 11 N8 max 0 8 0 8 0 8 0 8 0 8 LOCKED 12 min 0 1 0 1 0 1 0 1 0 1 LOCKED 13 Totals: max -.025 8 2.823 3 0 8 14 min -.042 3 .777 8 0 1 Envelope Wood Code Checks Mem..Shape Code Check Lo..LC Shear Check Lo LC Fc'[ksi] Ft'[...Fb1..Fb2..Fv'... RB CL CP Eqn 1 M1 2X6 .856 14.. 3 .351 14.-v 3 2.031 1.4...1.2...2.9... .20725.... .477 .944 3.9-3 2 M2 2X6 .574 19.. 3 .287 26--y 3 2.031 1.4...2.5...2.9....207 5.4... .995 .944 3.9-3 3 M3 2X8 .076 10.. 3 .455 10..v 3 1.944 1.38 2.3...2.7....207 6.2... .994 .947 3.9-1 4 M4 2X4 .190 0 3 .000 0 z 8 .708 1.7...2.5...2.8....288 7.9.-- .988 .315 3.6.3 5 M5 2X4 .117 0 3 .000 0 z 8 .84 1.7...2.56 2.8... .288 7.5... .989 .373 3.6.3 6 M6 2X4 .047 0 3 .000 0 z 8 2.116 1.7...2.5...2.8....288 11.... .969 .941 3.6.3 7 M7 2X8 .167 49.. 3 .287 60.4v 3 1.944 1.38 2.3...2.7....207 6.2... .994 .947 3.9-1 8 M8 2X8 .876 10.. 3 .198 20..y 3 1.944 1.38 2.3...2.7....207 6.2... .994 .947 3.9-1 RISA-3D Version 17.0.4 [Z:\Solar Clients\Neil Kelly\Clark\Clark- Flat-W Solar L3.r3d] Page 3 Page 13 of 18 Project Job no. James G. Pierson, Inc. Consulting Structural Engineers Location Date 12/2019 610 S.W.Alder,Suite 918 Portland,Oregon 97205 Tel:(503)226-1286 Fax:(503)226-3130 Client Sheet no. Page 14 of 18 Al_TX 20 0 11 •` 2'16 u� X N " I . 2X8 • ( 2X8 3 - 2 4 I" 10 9 Envelope Only Solution JGP SK-2 SM Clark Dec 17, 2019 at 1:48 PM Clark-Vaulted-W Solar-L4.r3d Page 15 of 18 Company JGP Dec 17,2019 IIIIRISA Designer : SM 1:49 PM Job Number Checked By: Model Name : Clark Wood Material Properties Label Type Database Species Grade Cm Emod Nu The...Dens[_. 1 DF1b Solid Sawn Visually Graded Douglas Fir-Larch No.1 & Better 1 .3 .3 .035 2 DF2 Solid Sawn Visually Graded Douglas Fir-Larch No.2 1 .3 .3 .035 3 DF-s Solid Sawn Visually Graded Douglas Fir-Larch Stud 1 .3 .3 .035 4 DF-ss Solid Sawn Visually Graded Douglas Fir-Larch Select Structural 1 .3 .3 .035 Wood Section Sets Label Shape Type Design List Material Design Rul... A[in2] lyy[in4] lzz[in41 J jin41 1 Top Chord 2X6 Beam Rectangular DF-ss Typical 8.25 1.547 20.797 5.125 2 TC2 2X4 Beam Rectangular DF-ss Typical 5.25 .984 5.359 2.877 3 Bot Chord 2X8 Beam Rectangular DF-ss Typical 10.875 2.039 47.635 7.093 4 Collar 2X6 Beam Rectangular DF-ss Typical 8.25 1.547 20.797 5.125 5 Web-no2 2X2 Column Rectangular DF-ss Typical 2.25 .422 .422 .713 6 Web-stud 2X2 Column Rectangular DF-ss Typical 2.25 .422 .422 .713 7 PonyWall 2X4 Column Rectangular DF-ss Typical 5.25 .984 5.359 2.877 Joint Coordinates and Temperatures Label X[in] Y[in] Z[in] Temp[F] Detach From Diap... 1 N1 0.000975 0 0 0 2 N2 136.1 0 0 0 3 N3 104.2 0 0 0 4 N4 214 0 0 0 5 N6 214 43.7 0 0 6 N7 214 83.7 0 0 7 N8 427.999025 0 0 0 8 N9 460.6 -12.751 0 0 9 N10 -32.6 -12.751 0 0 10 N11 104.2 40.754664 0 0 11 N13 280.330714 57.756514 0 0 12 N15 274.029201 31.441645 0 0 Joint Boundary Conditions Joint Label X[k/inl Y[k/in] Z[k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.jk-ft/radl 1 N1 Reaction Reaction Reaction Reaction 2 N2 Reaction 3 N8 Reaction 4 N7 Reaction 5 N4 Reaction Wood Design Parameters Label Shape Lengt... le2[in] le1[in] le-bend top[in] le-bend bot[in] Kyy Kzz CV Cr y sway z sway 1 M1 Top Cho..264.7... 12 12 Lbyy Yes 2 M2 Top Cho...264.7... 12 12 Lbyy Yes 3 M4 PonyWall 40.755 4 M6 PonyWall 43.7 12 12 5 M7 Bot Chord 218.4... 12 12 Lbw Yes 6 M8 Bot Chord 136.0... 12 12 Lbyy Yes 7 M8A PonyWall 40 12 12 8 M8B Bot Chord 77.9 Lbyy Yes g Mg PonyWall 27.059 RISA-3D Version 17.0.4 [Z:\Solar Clients\Neil Kelly\Clark\Clark-Vaulted -W Solar- L4.r3d] Page 1 Page 16 of 18 Company : JGP Dec 17,2019 Ii Designer : SM 1:49 PM Job Number Checked By: Model Name : Clark Member Point Loads (BLC 1 : DL) Member Label Direction Magnitude[k,k-ft] Location[in,%] 1 M1 Y -.037 64.1 2 M1 Y -.025 104.6 3 M1 Y -.037 131.1 4 M1 Y 0 177.7 5 M1 Y -.05 204.2 6 M1 Y -.05 246.8 Member Point Loads (BLC 3 : SL) Member Label Direction Magnitude[k,k-ft] Location[in,%] 1 M1 Y -.207 64.1 2 M1 Y -.138 104.6 3 M1 Y -.207 131.1 4 M1 Y 0 177.7 5 M1 Y -.276 204.2 6 M1 Y -.276 246.8 Member Point Loads (BLC 4 : WL) Member Label Direction Magnitude[k,k-ft] Location[in,%] 1 M1 Y -.094 64.1 2 M1 Y -.063 104.6 3 M1 Y -.094 131.1 4 M1 Y 0 177.7 5 M1 Y -.126 204.2 6 M1 Y -.126 246.8 Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,... Start Location[in,%] End Location[in,%] 1 M1 PY -.016 -.016 0 0 2 M2 PY -.016 -.016 0 0 Member Distributed Loads (BLC 3 : SL) Member Label Direction Start Magnitude[k/ft,...End Magnitude[k/ft,... Start Location[in,%] End Location[in,%] 1 M1 PY -.05 -.05 0 50 2 M1 PY -.05 -.05 260 0 3 M2 PY -.05 -.05 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(Me...Surface(... 1 DL DL -1 1 6 2 2 LL LL 3 SL SLN 6 3 4 WL WL 6 Load Combinations Descrip... Solve PDelta S...B...Fa... BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 IBC 16-8 Yes DL 1 2 IBC 16-9 Yes DL 1 LL 1 LLS 1 3 IBC 16-... Yes DL 1 SL 1 SLN 1 4 IBC 16-... Yes DL 1 LL .75 LLS .75 SL.75 s....75 5 IBC 16-... Yes DL 1 WL .6 RISA-3D Version 17.0.4 [Z:\Solar Clients\Neil Kelly\Clark\Clark-Vaulted -W Solar- L4.r3d] Page 2 Page 17 of 18 Company : JGP Dec 17,2019 IMIRISA Designer umber : SM 1:49 PM Checked By: Model Name : Clark Load Combinations (Continued) Descrip... Solve PDelta S...B...Fa... BLC Factor BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 6 IBC 16-... Yes DL 1 WL .45 LL .75 L.....75 7 IBC 16-... Yes DL 1 WL .45 LL .75 L....75 SL.75 S....75 8 IBC 16-... Yes DL .6 WL .6 Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY[k-ft] LC MZ[k-ftl LC 1 N1 max 0 8 .768 3 0 8 0 8 0 8 0 8 2 min 0 1 .231 8 0 1 0 1 0 1 0 1 3 N2 max 0 8 .703 3 0 8 0 8 0 8 0 8 4 min 0 1 .249 1 0 1 0 1 0 1 0 1 5 N8 max 0 8 .832 3 0 8 0 8 0 8 0 8 6 min 0 1 .144 8 0 1 0 1 0 1 0 1 7 N7 max 0 8 0 8 0 8 0 8 0 8 0 8 8 min 0 1 0 1 0 1 0 1 0 1 0 1 9 N4 max 0 8 1.098 3 LOCKED 0 8 0 8 0 8 10 min 0 1 .283 8 LOCKED 0 1 0 1 0 1 11 N9 max NC NC NC _ NC LOCKED NC 12 min NC NC NC NC LOCKED NC 13 N6 max NC NC LOCKED NC NC NC 14 min NC NC LOCKED NC NC NC 15 N13 max NC NC LOCKED NC NC NC 16 min NC NC LOCKED NC NC NC 17 Totals: max 0 8 3.401 3 0 8 18 min 0 1 .936 8 0 1 Envelope Wood Code Checks Mem..Shape Code Check Lo..LC Shear Check Lo LC Fc'[ksi] Ft'[...Fb1..Fb2..Fv'... RB CL CP Eqn 1 M1 2X6 .831 14.. 3 .414 14..v 3 2.031 1.4...1.2...2.9... .207 25.... .477 .944 3.9-3 2 M2 2X6 .706 11.. 3 .356 35.-y 3 2.031 1.4...2.5...2.9... .207 5.4... .995 .944 3.9-3 3 M4 2X4 .239 0 3 .000 0 z 8 .708 1.7...2.6...2.8... .288 7.9... .988 .315 3.6.3 4 M6 2X4 .098 0 3 .000 0 z 8 2.116 1.7...2.5...2.8... .288 8.2... .987 .941 3.6.3 5 M7 2X8 .834 15.. 3 .288 21 y 3 1.944 1.38 2.3..,2.7... .207 5.2... .994 .947 3.9-1 6 M8 2X8 .708 31.. 3 .463 0 y 3 1.944 1.38 2.3...2.7... .207 6.2... .994 .947 3.9-3 7 M8A 2X4 .058 0 3 .000 0 z 8 2.116 1.7...2.5...2.8_288 7.8... .988 .941 3.6.3 8 M8B 2X8 .007 ,38.. 1 .007 77.9y 1 .206 1.08 1.7...2.1... .162 15.... .946 .128 3.9-3 9 M9 2X4 .080 0 3 .001 27..y 1 1.349 1.7...2.5...2.8... .162 6.4... .993 .6 3.6.3 RISA-3D Version 17.0.4 [Z:\Solar Clients\Neil Kelly\Clark\Clark-Vaulted -W Solar- L4.r3d] Page 3 Page 18 of 18