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REVIEWED Structural_Calculations+12.8.2021_4.28.54_PM+2561576
Page 1 of 41 Ross Engineering Design Inc PAWLING AND BAILEY RESIDENCE STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2018 IBC 755 DAILY ST, EDMONDS, WA Job Number 21044 10.13.2021 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Page 2 of 41 Ross project: PAWLING AND BAILEY ADDITION by: RR sheet #: Engineering location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 Design client: THE LEREN COMPANY job #: 21044 Inc Gravity Design L ip Ono ' Page 3 of 41 F1 F2 F3 F4 F5 F6 F7 FS LL O LL O LL N LL F52 LL F51 F53 F54 N LL lL F39 M LL F55 F48 F49 F50 LL F222 F221 F220 F41 F42 F43 F44 F45 F46 F47 M LL F35 M LL L� M LL M LL F31 F217 ro N LL � of N LL LL F23 F22 F21 F20 F19 Loads: DL PreComp - PreComposite Dead Load FOUNDATION KEY PLAN BAILEY AND PAWLING.rFl ;o O � N C y —0 LF r 0 'm (i - O N 9 Z O N 0 O On 3 O N m O H12 m n 0 d H11 B17 IW J57 J20 ■ TRUSS100 J58 J21 J1 J59 J22 B21 x J60 J23 B22 0 w J61 m J24 J2 o � J62 J25 m J3 I`O J44 J26 J4 J46 J27 J5 B28— J47 J28 J6 N J48 ■ J29 ■ J7 J49 J30 B23 r r J50 J31 J8 yco J51 J32 J9 J52 J33 J10 w J53 J34 J11 J54 J35 J12 x B29 J55 J36 J13 J56 B20 m B24 J45 J63 J37 J14 x J W � J38 J15 D m J64 J39 J16 r I� J65 J40 J17 x ZJ66 B142 J41 J18 w v J67 J42 B25 ■ TRUSS102 J68 J43 J19 r_ Z H5 H4 T N co h r 0 m O r V 'm o 0 3 9 N n 3 a 0 io O m m H12 a 1 �1 C W co 0 H11 B17 J57 ■ TRUSS100 J58 J59 I; 0 J60 W J61 o - J62 `D J44 J46 B28 J47 J48 J49 J50 W J51 w J52 J53 J54 B29— J55 J56 J45 x V J63 ° w J64 rn I= J65 J66 J67 ■ TRUSS112 J68 m J20 J30 J31 J33 J36 B20 J37 W � J38 J39 B142 W Ui I�im J J42 J43 H5 J1 B21 B22 J2 w J3 A J4 J5 J6 ■ J7 B23 J8 J15 J16 J17 PT B25 J19 H4 T N co CD EL: Page 6 of 41 H1 R163 R141 R140 R139 M R138 =I v R137 !� I ' R136 cNo x R135 I R134 =I R133 R132 R131 R130 H10 R180 B21 R179 x R178 R177 v — m R176 M v i2 m r a2 a o 0 0 0 0 0 0 R175 x of x x w w a: of R174 R173 R172 R171 B150 , B151 R199 R198 R197 R196 r R195 SZ c� R194 cu'o v v v v ua0i R193 R192 R191 R190 R189 LA HS UL H7 _ H6 _ H5 _ H4 Loads: DL PreComp - PreComposite Dead Load ROOF H2 H3 0 U' R216 R215 R214 R213 R212 R211 R210 R209 R208 R207 R206 R205 R204 R227 R226 R225 rn R224 C� R223 R222 R221 R220 R219 R218 R240 R239 R238 o R237 ' R236 R235 R234 R233 R232 R231 R230 Page 7 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Governing Codes General - 2018 International Building Code Wood - ANSI / AF&PA NDS - 2018 ANSI / AF&PA SDPWS - 2018 Loads - ASCE / SEI 7-16 Concrete - ACI 318 - 14 Default Roof Loads Dead Load On Sheathing Roofing 3.50 psf Sheathing 1.50 Insulation Sprinkler Ceiling Lights Trusses Mechanical Cnlar M isc 0.50 Total 5.50 psf Snow Load Ground Snow Load Pg = Minimum Roof Snow Load = Exposure Factor Ce = Thermal Factor Ct = Slope Factor Cs = Design Roof Snow Load Ps = Default Wood Floor Loads Dead Loads Floor Covering Gyperete Sheathing Insulation Sprinkler Ceiling Lights Joist Mechanical Misc Total Live Loads Residential Balcony On Truss/Rafter On Beam/Girder Min. w/ Uplift For Lateral 3.50 psf 3.50 psf 2.00 psf 3.50 psf 1.50 1.50 1.00 1.50 1.00 1.00 1.00 2.50 2.50 2.50 0.50 0.50 0.50 4.00 2.00 4.00 1.00 1.00 1.00 4.00 4.00 14.00 psf 18.00 psf 6.00 psf 13.00 psf Pg = 20 psf 25 psf Ce = 1.0 Ct = 1.0 Cs = 1.0 0.7CeCtCslsPg Ps = 14 psf = 25 psf minumum roof snow load controls On Sheathing On Joist/Truss On Beam/Girder For Lateral 2.50 psf 2.50 psf 2.50 psf 2.50 psf 2.50 2.50 2.50 2.50 2.50 2.50 2.50 0.50 0.50 0.50 2.00 2.00 1.00 1.00 1.00 1.00 3.00 1.00 6.00 psf 12.00 psf 12.00 psf 11.00 psf 40 psf 60 psf where applicable Page 8 of 41 Joist Floor ❑ O.GG2 D.DG9 Truss Roof ❑ !IG01 0.017 Rafter Roof ❑ ;IGG1 0.013 Exterior Deck ❑ 3.00.1 O.G02 Page 9 of 41 Ross project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 Engineering client: THE LEREN COMPANY job #: 21044 Design Inc AREA LOADS MAPS MAIN FLOOR UPPER FLOOR X 1 1 1 1 ROOF ------------- I >. I u X) _ Aroma Load 1 — Residential _ galoany E ._ I 9nav Label Additive PreDL[... PostDL... LL[ksf] LL Type _ Residential ❑ 0.04 LL-Reduc Balcony ❑ D.06 LL-Reduc Snow ❑ 0.025 SL 1 , 1 >. 1 , 1 IT w Page 10 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Wood Material Properties I and Trna r1ntnFa0. Cneri= r:rnrle rm Gmnrl Nn Thnrm r).n rkff 1 DF#1 Solid Sa.. Visually Graded Douglas Fir -Larch No.1 1 0.3 0.3 0.035 2 DF#2 Solid Sa.. Visually Graded Douglas Fir -Larch No.2 1 0.3 0.3 0.035 3 HF#2 solid Sa.. Visually Graded Hem -Fir No.2 1 0.3 0.3 0.035 4 HF STUD Solid Sa.. Visually Graded Hem -Fir Stud 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 Unbalan... Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 0.3 0.3 0.035 7 PARALLAM SCL TrusJoist 2.0E DF Parallam PSL na 1 0.3 0.3 0.035 8 LVL SCL TrusJoist 1.9E TimberStrand LSL na 1 0.3 0.3 0.035 9 PT 4x Post Custom N/A PT 4x Post na 1 0.3 0.3 0.035 10 PT 6x Post Custom N/A PT 6x Post na 1 0.3 0.3 0.035 11 PT 10 Custom N/A PT 10" na 1 0.3 0.3 0.06 12 PT 12 Custom N/A PT 12" na 1 0.3 0.3 0.06 13 PT 6x12 Custom N/A PT 6x12 max na 1 0.3 0.3 0.035 14 PT 6x16 Custom N/A PT 6x16 max na 1 0.3 0.3 0.035 15 RIGID Custom N/A RIGID na 1 0.3 0.3 0.035 Custom Wood Properties I ahal Ph fkcl Ft fkcil Fv rkcil Fr. fkcil F fkcil Fn; fkcil Tvna C.P 1 PT 4x Post 0.68 0.42 0.12 1.04 1235 447 Visually... 2 PT 6x Post 0.46 0 0.3 0.112 0.46 1045 380 Visually... 3 PT 10" 0.748 0.42 0.12 1.04 1235 447 Usually... 4 PT 12" 0.68 0.42 0.12 1.04 1235 447 Visually... 5 PT 6x12 max 1 0.54 0.28 0.112 0.4 1045 380 Visually... 6 PT 6x16 max 0.525 0.28 0.112 0.4 1045 380 Visually... 7 RIGID 1000 1000 1000 1000 1e+6 1e+6 Usually... Hot Rolled Steel Properties I ahal F fkcil C; fkcil Nil Tharm t/1Fri m flancit%dklftA31 Yialrlrksl Rv Fiirkcil Pt 1 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 3 A992 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 1 58 1 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 1 0.65 0.49 50 1.4 65 1.3 Deck General Properties I nhal AAatarinlTvna Hark IInhrarwlfffl AAavRnanrftl 1 None Wood Deck 0 in 50 50 2 Joist Floor Wood Deck 0.8 in 50 50 3 Truss Roof Wood Deck 0.5 in 50 50 4 Rafter Roof Wood Deck 0.5 in 50 50 5 Exterior Deck Wood Deck 1.5 in 50 50 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page 1 Page 11 of 41 Company Oct 13, 2021 AM 111RISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Deck Loads I nhel T..n IA/w Se1f1A1+ &efl Siiner r11 rlrefl rnne+ ni rkefl rnne+ I I rkefl 1 None 2.917e-6 0 0 0 2 Joist Floor 0.002 0.009 0 0 3 Truss Roof 0.001 0.017 0 0 4 Rafter Roof 0.001 0.013 0 0 5 Exterior Deck 0.004 0.002 0 0 Design Deflection Parameters I nhal r11 rloflnnl r11 Pnfin I I rlef inl I I PJ+in r11 4.11 rinflnnl rll 4.11 P rn+an ry rinflrinl Pm+in rn+cnnnr naflnnl Pnfin 1 GENERAL 360 360 1 240 SL 360 None 360 2 2x4 360 360 240 SL 360 None 360 3 2x6 360 360 240 SL 360 None 360 4 2x8 360 360 240 SL 360 None 360 5 2x10 360 1 360 240 SL 360 1 None 360 6 2x12 360 360 240 SL 360 None 360 7 410 360 360 240 SL 360 None 360 8 HEADER 360 360 1 240 SL 360 None 360 9 3x GLULAM 360 360 1 240 SL 360 None 360 10 5x GLULAM 360 360 1 240 SL 360 None 360 11 6x GLULAM 360 360 1 240 SL 360 None 360 12 SCL BEAM 360 360 1 240 SL 360 None 360 13 SCL FLUSH BEAM 360 360 1 240 SL 360 None 360 14 TRUSS 1000 1000 1000 SL 1000 None 360 15 1 JOIST 360 480 240 SL 360 None 360 16 EXIST 1000 1000 1000 SL 1000 None 17 9.25 SCL 360 360 1 240 SL 360 None 360 18 LVL 360 360 240 SL 360 None 360 Uniform Area Loads I ahol Ar+riiFiva Pror11 rkefl Pr) ctni rkefl I I rkefl I I Tvm \A rkefl min 1 narlrkefl 1 I None LL-Reduce 2 Residential 0.04 LL-Reduce 3 Balcony 0.06 LL-Reduce 4 Snow 0.025 SL Line Loads: FOUNDATION Start Point End Point Start PreD... End PreDL ...Start PostDL ... End PostD... Start LL /ft End LL[k/ftl LL Type St D n Load k/ft End D n Load k/ft No Data to Print ... Line Loads: LOWER FLR Start Point End Point Start PreD... End PreDL ...Start PostDL ... End PostD... Start LL k/ft End L k/ft LL Type St D n Load k/ft End D n Load k/ft No Data to Print ... RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page Page 12 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Line Loads: MAIN FLR C+.rf Pnin+ P-1 Pnin+ (Z+nrf Drnrl Pnrl Dmr)i r C+nrf Dnefr i r Pnri Pne+rl C+nr+ I I r4Hn Pnrl I I rlr/ftl I I Tvro C+ rlvn I nnrlrlr/f+1 Gnd rlvn I nnrlrlr/ffl 1 N14 N48 0.05 0.05 LL-Non 2 N48 N30 0.05 0.05 LL-Non 3 N30 N54 0.05 0.05 LL-Non 4 N54 N57 0.05 0.05 LL-Non 5 N57 N56 0.05 0.05 LL-Non 6 N56 N53 0.05 0.05 LL-Non 7 N53 N24 0.05 0.05 LL-Non Line Loads : 2ND FLR Ctart Pnint Fnrl Print Ctart Prafl Fnri Prpni r S+art Pnsfll r Fnri Pnctn Rtart I I NMI Fnri I I rk/tl I I Tvrw Ct fl�m I narirkfftl Fnri fl�m I narirkfftl 1 N297 N298 0.05 0.05 LL-Non 2 N298 N41 0.05 0.05 LL-Non 3 N41 N181 0.05 0.05 LL-Non 4 N181 N204 0.05 0.05 LL-Non 5 N204 N192 0.05 0.05 LL-Non 6 N192 N179 0.05 0.05 LL-Non 7 N179 N44 0.05 0.05 LL-Non 8 N44 N53 0.05 0.05 LL-Non 9 N53 N23 0.05 0.05 LL-Non 10 N23 N297 0.05 0.05 LL-Non Line Loads: ROOF Start Point End Pant Start PreD... End PreDL ...Start PostDL ... End PostD... Start LL /ft End LL[ktftl ILL Type St D n Load k/ft End D n Load klft No Data m Print ... Combinations Label Solve Cate... Fac... Cate ... Fac... Cate ... Fac...Cate... Fac... Cate ... Factor Cate... Factor Cate... Factor Cate... Factor Cate... Factor Cate... Facto Combination Design I hnl 44zIF r, r) Cnrvirn I-Inf Dnllnrl r`n4+ Fnrmn W-1 W-1 Dr -I r`--fn KA-m r`nnn-firm 1 Service Dead 0.9 Yes Yes Yes Yes Yes Yes Yes Yes 2 Service Dead + Live Yes Yes Yes Yes Yes Yes Yes Yes 3 Service D + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 4 Service D + L + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Beam Code Summary for Wood: FOUNDATION Label Size Explicit Material Bending C... Loc ft LC Defl Check Loc ft Cat Shear Check Loc ft LC No Data to Print ... RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rFl] Page Page 13 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: LOWER FLR Label Size Ex icit Material Bending C... Loc ft LC Defl Check Loc ft Cat Shear Check Lodft LC No Data to Print... Beam Code Summary for Wood: MAIN FLR Label Size Exdicit Material Bendina C... Locrftl LC Defl Check Locrftl Cat Shear Check Locrftl LC 1 H1 4X8 No DF#2 0.908 2.865 2 0.41 3.125 DL+LL 0.527 6.25 2 2 H2 5.5X7.5FS No 24F-1.8E.. 0.788 1.964 2 0.326 1.76 DL+LL 0.908 3.25 2 3 H3 5.5X10.5FS No 24F-1.8E.. 0.496 9.625 4 0.783 8.422 DL+LL 0.212 16.5 2 4 H4 4X8 No DF#2 0.691 4.339 2 0.472 4.073 LL 0.623 0 4 5 H5 4X10 No DF#2 0.435 2.37 2 0.051 1.762 LL 0.933 2.917 2 6 H6 3.5X7.5FS No 24F-1.8E.. 0.602 1.853 2 0.18 1.61 LL 0.807 2.917 2 7 B12 3.5x9.25FS No PARALL... 0.211 3.5 2 0.172 3.5 DL+LL 0.499 7 2 8 B13 3.5x9.25FS No PARALL... 0.571 4.945 2 0.58 4.844 LL 0.448 0 2 9 B14 5.25x9.25FS No PARALL... 0.694 6.708 2 0.965 6.708 LL 0.382 13.417 2 10 B15 3.5x9.25FS No PARALL... 0.454 5.039 2 0.429 4.479 LL 0.35 8.958 2 11 B16 3.5x9.25FS No PARALL... 0.291 4.142 2 0.246 3.977 LL 0.303 0 2 12 J17 2X10 No HF#2 0.261 4.125 2 0.11 4.125 LL 0.152 8.25 2 13 J18 2X10 No HF#2 0.336 4.667 2 0.16 4.667 LL 0.173 9.333 2 14 J39 2X10 No HF#2 0.372 5.052 2 0.222 5.052 LL 0.204 10.104 2 15 J40 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 16 J41 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 17 J42 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 18 J43 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 19 J44 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.1041 2 20 J45 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 21 J46 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 22 J47 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 23 J48 2X10 No HF#2 0.372 5.052 2 0.222 5.052 LL 0.204 10.104 2 24 J59 2X10 No HF#2 0.394 5.198 2 0.242 5.198 LL 0.21 10.3961 2 25 J60 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 26 J61 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 27 J62 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 28 J63 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 29 J64 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 30 J65 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.3961 2 31 J66 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 32 J67 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 33 J68 2X10 No HF#2 0.394 5.198 2 0.242 5.198 LL 0.21 10.396 2 34 J83 2X10 No HF#2 0.444 5.052 2 0.268 5.052 LL 0.243 10.104 2 35 J84 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.1041 2 36 J85 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.1041 2 37 J86 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.1041 2 38 J87 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.1041 2 39 J88 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 40 J89 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 41 J90 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 42 J91 2X10 No HF#2 0.474 A052 2 0.287 5.052 LL 0.259 10.104 2 43 J92 2X10 No HF#2 0.474 5.052 2 0.287 5.052 LL 0.259 10.104 2 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LUCALCMAILEYAND PAWLING.rfl] Page Page 14 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLR (Continued) Label Size EXDIICit Material Bendina C... LocI l LC Defl Check Locrftl Cat Shear Check LocI l LC 44 J93 2X10 No HF#2 0.476 5.052 2 0.288 5.052 LL 0.26 10.104 2 45 J94 2X10 No HF#2 0.444 5.052 2 0.268 5.052 LL 0.243 10.104 2 46 J73 2X10 No HF#2 0.472 5.198 2 0.293 5.198 LL 0.251 10.396 2 47 J74 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 48 J75 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 49 J76 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.3961 2 50 J77 2X10 No HF#2 0.504 5.198 2 0.314 5.198 LL 0.268 10.396 2 51 J78 2X10 No HF#2 0.472 5.198 2 0.293 5.198 LL 0.251 10.396 2 52 J110 2X10 No HF#2 0.223 3.5 2 0.093 3.5 LL 0.176 7 2 53 J111 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 54 J112 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 55 J113 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 56 J114 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 57 J115 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 58 J116 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 59 J117 2X10 No HF#2 0.228 3.5 2 0.096 3.5 LL 0.18 7 2 60 J118 2X10 No HF#2 0.223 3.5 2 0.093 3.5 LL 0.176 7 2 61 J105 2X10 No HF#2 0.608 6.75 2 0.482 6.75 LL 0.249 13.5 2 62 J106 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 63 J107 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 64 J108 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 65 J109 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 66 J119 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 67 J120 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 68 J121 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 69 J122 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 70 J123 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 71 J124 2X10 No HF#2 0.849 6.75 2 0.687 6.75 LL 0.348 13.5 2 72 J135 2X10 No HF#2 0.146 2.5 2 0.048 2.5 LL 0.162 5 2 73 J136 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 74 J137 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 75 J138 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 76 J139 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 77 J140 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 78 J141 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 79 J142 2X10 No HF#2 0.201 2.5 2 0.066 2.5 LL 0.222 5 2 80 J130 2X10 No HF#2 0.021 1 2 0.036 0 DL 0.058 2 2 81 J131 2X10 No HF#2 0.026 1 2 0.036 0 DL 0.071 2 2 82 J132 2X10 No HF#2 0.026 1 2 0.036 0 DL 0.071 2 2 83 J133 2X10 No HF#2 0.026 1 2 0.036 0 DL 0.071 2 2 84 J134 2X10 No HF#2 0.021 1 2 0.036 0 DL 0.058 2 2 85 J163 2X10 No HF#2 0.201 2.5 2 0.066 2.5 LL 0.222 5 2 86 J164 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 87 J165 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 88 J166 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 89 J167 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 90 J168 2X10 No HF#2 0.16 2.5 2 0.052 2.5 LL 0.177 5 2 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page Page 15 of 41 Company Oct 13, 2021 AM 111RISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLR (Continued) Label Size Exalict Material Bendina C... Locl l LC Defl Check Locrftl Cat Shear Check Locl l LC 91 J169 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 92 J170 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 93 J171 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 94 J172 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 95 J173 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 96 J174 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 97 J175 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 98 J176 2X10 No HF#2 0.16 2.5 2 0.052 2.5 ILL 0.177 5 2 99 J177 2X10 No HF#2 0.137 2.5 2 0.045 2.5 ILL 0.152 5 2 100 DB132 4X8 No PT 10 0.132 2.25 2 0.044 2.25 ILL 0.117 4.5 2 101 DJ133 2X10 No PT 10 0.035 1.677 2 0.036 0 DL 0.055 3.354 2 102 DJ140 2X10 No PT 10 0.068 1.677 2 0.036 0 DL 0.122 3.354 2 103 DJ141 2X10 No PT 10 0.08 1.677 2 0.036 0 DL 0.142 3.354 2 104 DJ142 2X10 No PT 10 0.068 1.677 2 0.036 0 DL 0.122 3.354 2 105 B133 2-2X10 Yes HF#2 0.66 3.977 2 0.279 3.977 ILL 0.373 7.953 2 106 J153 2X10 No HF#2 0.074 2 2 0.036 0 DL 0.103 4 2 107 J154 2X10 No HF#2 0.075 2 2 0.036 0 DL 0.103 4 2 108 J155 2X10 No HF#2 0.075 2 2 0.036 0 DL 0.103 4 2 109 J156 2X10 No HF#2 0.075 2 2 0.036 0 DL 0.103 4 2 110 J157 2X10 No HF#2 0.074 2 2 0.036 0 DL 0.103 4 2 111 J125 2X10 Yes HF#2 0.474 5.75 2 0.322 5.75 ILL 0.228 11.5 2 112 J126 2X10 Yes HF#2 0.576 6.75 2 0.455 6.75 ILL 0.236 13.5 2 113 J182 2X10 Yes HF#2 0.593 5.75 2 0.407 5.75 ILL 0.285 11.5 2 114 J183 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 115 J184 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 116 J185 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 117 J186 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 118 J187 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 119 J188 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 120 J189 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 121 J190 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 122 J191 2X10 Yes HF#2 0.616 5.75 2 0.425 5.75 ILL 0.296 11.5 2 123 J192 2X10 Yes HF#2 0.593 5.75 2 0.407 5.75 ILL 0.285 11.5 2 124 J180 2X10 Yes HF#2 0.728 6.75 2 0.584 6.75 ILL 0.298 13.5 2 125 J181 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 126 J193 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 127 J194 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 128 J195 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 129 J196 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 130 J197 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 131 J198 2X10 Yes HF#2 0.849 6.75 2 0.687 6.75 ILL 0.348 13.5 2 132 J199 2X10 Yes HF#2 0.728 6.75 2 0.584 6.75 ILL 0.298 13.5 2 133 J211 2X10 No DF#2 0.776 8 2 0.626 8 ILL 0.237 16 2 134 J212 2X10 No DF#2 0.86 8 2 0.699 8 ILL 0.262 16 2 135 J213 2X10 No DF#2 0.864 8 2 0.702 8 ILL 0.263 16 2 136 J214 2X10 No DF#2 0.864 8 2 0.702 8 ILL 0.263 16 2 137 J215 2X10 No DF#2 0.86 8 2 0.699 8 ILL 0.262 16 2 RISAFIoor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWL ING.rfl] Page Page 16 of 41 Company Oct 13, 2021 AM 111RISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLR (Continued) I nhcl Qi,c P-ii,& Rcnrl- ( I -rffl I (' r)cfl nc-k I -rffl !'.f Qhmr nc.rk I -rffl I r 138 J216 2X10 No DF#2 0.86 8 2 0.699 8 LL 0.262 16 2 139 J217 2X10 No DF#2 0.86 8 2 0.699 8 LL 0.262 16 2 140 J218 2X10 No DF#2 0.861 8 2 0.699 8 LL 0.262 16 2 141 J219 2X10 No DF#2 0.861 8 2 0.699 8 LL 0.262 16 2 142 J220 2X10 No DF#2 0.86 8 2 0.699 8 LL 0.262 16 2 143 J221 2X10 No DF#2 0.86 8 2 0.699 8 LL 0.262 16 2 144 J222 2X10 No DF#2 0.86 8 2 0.699 8 LL 0.262 16 2 145 J223 2X10 No DF#2 0.86 8 2 0.699 8 LL 0.262 16 2 146 J224 2X10 No DF#2 0.776 8 2 0.626 8 LL 0.237 16 2 147 J161 2X10 No DF#2 0.793 8 2 0.64 8 LL 0.242 16 2 148 J162 2X10 No DF#2 0.793 8 2 0.64 8 LL 0.242 16 2 Beam Code Summary for Wood: 2ND FLR I nhol Q17c Fvnlirk AAntcriml Rcnrfinn r I rvrftl 1 r. flcfl ncark I nrrftl rnf Qhcar ncark I rvrffl I r 1 H1 3.5X7.5FS No 24F-1.8E.. 0.914 3.867 2 0.985 3.953 DL+LL 0.824 0 4 2 H2 5.5X12FS No 24F-1.8E.. 0.648 IF 6.223 4 0.723 6.096 DL+LL 0.441 0 WF4 3 H3 4X8 No DF#2 0.486 1.646 2 0.15 2.224 DL+LL 0.916 4.271 4 4 H4 4X8 No DF#2 0.149 2.169 3 0.049 2.125 DL+LL 0.141 4.25 3 5 H5 4X8 No DF#2 1 0.151 1.992 3 1 0.049 2.125 DL+LLl 0.137 0 3 6 H6 4X8 No DF#2 0.264 1.617 2 0.061 1.617 DL+LL 0.332 0 2 7 H7 4X8 No DF#2 0.642 1.512 4 0.185 1.688 DL+LL 0.83 3.375 4 8 H8 3.5X6FS No 24F-1.8E.. 0.602 2.875 2 0.59 2.875 DL+LL 0.675 0 2 9 H9 4X8 No DF#2 0.631 1.992 4 0.18 1.677 DL+LL 0.84 0 4 10 H10 4X8 No DF#2 0.267 1.733 2 0.062 1.733 DL+LL 0.328 3.396 2 11 H11 4X8 No DF#2 0.576 4.039 4 0.368 4.125 DL+LL1 0.281 0 4 12 H12 4X8 No DF#2 0.367 4.125 3 0.209 4.125 DL+LL 0.174 8.25 3 13 H13 4X8 No DF#2 0.882 1.445 4 0.2 1.477 DL+LL 0.687 3.083 4 14 B14 5.25x11.875FS No PARALL... 0.601 5.99 2 0.696 5.75 DL+LL 0.552 11.5 2 15 B17 7x11.875FS No PARALL... 0.525 4.133 4 0.855 7.906 DL+LL 0.498 0 4 16 B18 7x11.875FS No PARALL... 0.714 9.141 4 0.904 7.031 DL+LL 0.486 13.5 4 17 B19 3.5x11.875FS No PARALL... 0.486 5.13 2 0.452 5.24 LL 0.6 10.479 2 18 B20 3.5x11.875FS No PARALL... 0.246 6.988 2 0.274 6.988 LL 0.173 0 2 19 B21 1.75x11.875FS No LVL 0.281 15.712 3 0.356 17.745 LL 0.07 15.897 3 20 B22 1.75x11.875FS No LVL 0.917 15.712 3 0.927 17.745 DL+LL 0.225 15.897 3 21 B23 -1.75X1 1.875FS Yes LVL 0.22 15.712 3 0.503 17.745 DL+LL 0.127 15.897 3 22 B24 1.75x11.875FS No LVL 0.866 15.712 3 0.859 17.745 DL+LL 0.213 15.897 3 23 B25 1.75x11.875FS No LVL 0.887 15.712 3 0.853 17.745 SL 0.218 15.897 3 24 B26 1.75x11.875FS No LVL 0.041 2.514 2 0.036 0 DL 0.049 4.31 2 25 B27 3.5X6FS No 24F-1.8E.. 0.726 3.5 3 0.708 3.5 DL+LL 0.373 0 3 26 B28 4X8 No DF#2 0.29 4.964 3 0.2 6.271 DL+LL 0.229 5.03 3 27 B29 4X8 No DF#2 0.29 4.964 3 0.2 6.271 DL+LL 0.229 5.03 3 28 B30 4X8 No DF#2 0.611 5 3 0.419 5 DL+LL 0.242 0 3 29 B31 4X8 No DF#2 0.61 5 3 0.419 5 DL+LL 0.242 10 3 30 TRUSS100 NotDesi ned No RIGID No Calc 0 0 N/A No Cale 31 TRUSS101 NotDesicined No RIGID No Calc 0 0 N/A No Calc 32 TRUSS102 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 33 B142 2-2X10 Yes HF#2 0.66 3.977 2 0.279 3.977 LL 0.373 7.953 2 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEYAND PAWLING.rfl] Page 7 Page 17 of 41 IIIRISA A NEMETSCHEK COMPANY Company Oct 13, 2021 Designer 10:49 AM Job Number Checked By: Model Name Beam Code Summary for Wood: 2ND FLR (Continued) Label Size Explicit Material Bendina C... LocI l LC Defl Check Locrftl Cat Shear Check Locrftl LC 34 J153 2X10 No HF#2 0.076 2 2 0.036 0 DL 0.103 4 2 35 J154 2X10 No HF#2 0.077 2 2 0.036 0 DL 0.103 4 2 36 J155 2X10 No HF#2 0.077 2 2 0.036 0 DL 0.103 4 2 37 J156 2X10 No HF#2 0.077 2 2 0.036 0 DL 0.103 4 2 38 J157 2X10 No HF#2 0.076 2 2 0.036 0 DL 0.103 4 2 Beam Code Summary for Wood: ROOF Label Size Expict Material Bendina C... Locrftl LC Defl Check Locrftl Cat Shear Check Locrftl LC 1 H1 3.5X7.5FS No 24F-1.8E.. 0.652 4.721 3 0.742 4.625 DL+LL 0.399 9.25 3 2 H2 4X8 No DF#2 0.936 3.594 3 0.488 3.75 DL+LL 0.483 7.5 3 3 H3 4X8 No DF#2 0.822 3.701 3 0.419 3.625 DL+LL 0.407 0 3 4 H4 4X8 No DF#2 0.151 1.346 3 0.036 0 DL 0.255 0 3 5 H5 4X8 No DF#2 1 0.15 1.906 3 1 0.036 0 DL 0.194 0 3 6 H6 4X8 No DF#2 0.151 1.125 3 0.036 0 DL 0.198 3 3 7 H7 4X8 No DF#2 0.149 1.679 3 0.036 0 DL 0.215 0 3 8 H8 4X8 No DF#2 0.821 3.625 3 0.419 3.625 DL+LL 0.408 7.25 3 9 H9 4X8 No DF#2 0.144 2.352 3 0.054 2.625 DL+LL 0.114 5.25 3 10 H10 4X8 No DF#2 0.19 1.232 3 0.039 1.346 DL+LL 0.356 0 3 11 H11 4X8 No DF#2 0.027 0.844 3 0.036 0 DL 0.056 2.25 3 12 H12 4X8 No DF#2 0.025 1.115 3 0.036 0 DL 0.049 2.229 3 13 H13 4X8 No DF#2 0.027 1.383 3 0.036 0 DL 0.056 0 3 14 B21 3.5x11.875FS No PARALL... 0.075 2.061 3 0.036 0 DL 0.148 4.396 3 15 B150 3.5x11.875FS No PARALL... 0.292 4.287 3 0.227 4.573 DL+LL 0.349 9.146 3 16 B151 5.25x11.875FS No PARALL... 0.541 7.88 3 0.682 7.417 DL+LL 0.376 14.8331 3 Beam Design for Wood Products: FOUNDATION Label Size Expict Vmaxrk V[N Mmax -ft M'rk-8 Max Start Reacts... Max End R...Min Start R...Min End R... No Data to Print ... Beam Design for Wood Products: LOWER FLR Label Size Explicit Vmax k V[kj Mmax -ft M'r -ft Max Start Reacts... Max End R...Min Start R...Min End R... No Data to Print ... Beam Design for Wood Products : MAIN FLR Label Size Explicit Vmaxk V k Mmax -ft M'rk-ft Max Start Reacts... Max End R...Min Start R...Min End R... No Data to Print ... Beam Design for Wood Products : 2ND FLR Label Size Exalicit Vmaxrkl V'rkl Mmaxrk-ftl M'rrk-ftl Max Start Reacts... Max End R...Min Start R...Min End R 1 J1 11-7/8 BC1600... Yes 0.978 1 1.675 -1.623 4.06 0.505 1.804 -0.052 0.168 2 J2 11-7/8 BC 1600... Yes 0.567 1.675 -2.028 4.06 0.54 0.765 -0.007 0.104 3 J3 11-7/8 BC 1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 4 J4 11-7/8 BC 1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 5 J5 11-7/8 BC 1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 6 J6 11-7/8 BC 1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page Page 18 of 41 Company Oct 13, 2021 AM 111RISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products : 2ND FLR (Continued) Label Size Explicit Vmaxfkl V'fkl Mmaxfk-ftl M'rfk-ftl Max Start Reacts... Max End R...Min Start R...Min End R 7 J7 11-7/8 BC 1600... Yes 0.567 1.675 -2.028 4.06 0.54 0.765 -0.007 0.104 8 J8 11-7/8 BC 1600... Yes 0.716 1.675 -1.733 4.06 0.494 1.443 -0.051 0.101 g Jg 11-7/8 BC 1600... Yes 0.738 1.675 -1.794 4.06 0.511 1.489 -0.053 0.105 10 110 11-7/8 BC 1600... Yes 0.738 1.675 -1.794 4.06 0.511 1.489 -0.053 0.105 11 J11 11-7/8 BC 1600... Yes 0.738 1.675 -1.794 4.06 0.511 1.489 -0.053 0.105 12 J12 11-7/8 BC1600... Yes 0.738 1.675 -1.794 4.06 0.511 1.489 -0.053 0.105 13 J13 11-7/8 BC1600... Yes 0.706 1.675 -1.737 4.06 0.495 1.431 -0.05 0.101 14 J14 11-7/8 BC1600... Yes 0.523 1.675 -1.873 4.06 0.499 0.706 -0.006 0.096 15 J15 11-7/8 BC 1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 16 J16 11-7/8 BC 1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 17 J17 11-7/8 BC1600... Yes 0.573 1.675 -2.051 4.06 0.546 0.774 -0.007 0.105 18 J18 11-7/8 BC1600... Yes 0.523 1.675 -1.873 4.06 0.499 0.706 -0.006 0.096 19 J19 11-7/8 BC1600... Yes 0.965 1.675 -1.634 4.06 0.506 1.789 -0.052 0.168 20 J20 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 21 J21 11-7/8 BC 1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 22 J22 11-7/8 BC 1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 23 J23 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 24 J24 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 25 J25 11-7/8 BC1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 26 J26 11-7/8 BC 1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 27 J27 11-7/8 BC 1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 28 J28 11-7/8 BC1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 29 J29 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 30 J30 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 31 J31 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 32 J32 11-7/8 BC 1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 33 J33 11-7/8 BC 1600... Yes -0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 34 J34 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 35 J35 11-7/8 BC 1600... Yes 0.516 1.675 -1.882 4.06 0.516 0.516 0.128 0.128 36 J36 11-7/8 BC 1600... Yes 0.453 1.675 -1.653 4.06 0.453 0.453 0.114 0.114 37 J37 11-7/8 BC1600... Yes -0.224 1.675 -0.372 4.06 0.224 0.224 0.056 0.056 38 J38 11-7/8 BC 1600... Yes 0.235 1.675 -0.389 4.06 0.235 0.235 0.058 0.058 39 J39 11-7/8 BC 1600... Yes 0.235 1.675 -0.389 4.06 0.235 0.235 0.058 0.058 40 J40 11-7/8 BC 1600... Yes -0.235 1.675 -0.389 4.06 0.235 0.235 0.058 0.058 41 J41 11-7/8 BC 1600... Yes 0.235 1.675 -0.389 4.06 0.235 0.235 0.058 0.058 42 J42 11-7/8 BC 1600... Yes -0.235 1.675 -0.389 4.06 0.235 0.235 0.058 0.058 43 J43 11-7/8 BC 1600... Yes -0.224 1.675 -0.372 4.06 0.224 0.224 0.056 0.056 44 J44 11-7/8 BC 1600... Yes 0.469 1.675 -1.467 4.06 0.419 0.958 -0.014 0.037 45 J45 11-7/8 BC 1600... Yes 0.469 1.675 -1.471 4.06 0.42 0.948 -0.013 0.037 46 J46 11-7/8 BC 1600... Yes 1.122 1.926 -2.177 4.669 1.799 0.38 0.092 -0.085 47 J47 11-7/8 BC 1600... Yes 0.541 1.675 -1.924 4.06 0.728 0.527 0.068 -0.008 48 J48 11-7/8 BC 1600... Yes 1.119 1.926 -2.17 4.669 1.852 0.467 0.099 -0.085 49 J49 11-7/8 BC 1600... Yes 0.843 1.926 -1.967 4.669 1.085 0.341 -0.605 -0.053 50 J50 11-7/8 BC 1600... Yes 0.666 1.926 -1.89 4.669 0.468 0.379 -0.592 -0.033 51 J51 11-7/8 BC 1600... Yes 1.63 1.926 -3.18 4.669 2.503 0.372 -0.477 -0.084 52 J52 11-7/8 BC 1600... Yes 0.709 1.926 -1.898 4.669 0.413 0.368 -0.655 -0.04 53 J53 11-7/8 BC 1600... Yes 0.85 1.675 -1.925 4.06 0.97 0.319 -0.708 -0.069 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page Page 19 of 41 Company Oct 13, 2021 AM 111RISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products : 2ND FLR (Continued) Label Size Explicit Vmaxrkl V 1kl Mmaxrk-ftl M'rrk-ftl Max Start Reactio... Max End R...Min Start R...Min End R 54 J54 11-7/8 BC 1600... Yes 1.106 1.926 -2.144 4.669 1.837 0.468 0.097 -0.084 55 J55 11-7/8 BC 1600... Yes 0.541 1.675 -1.924 4.06 0.733 0.526 0.07 -0.009 56 J56 11-7/8 BC1600... Yes 1.123 1.926 -2.18 4.669 1.801 0.38 0.092 -0.085 57 J57 11-7/8 BC 1600... Yes -0.574 1.675 -2.175 4.06 0.574 0.574 0.141 0.141 58 J58 11-7/8 BC 1600... Yes 0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 59 J59 11-7/8 BC 1600... Yes 0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 60 J60 11-7/8 BC 1600... Yes 0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 61 J61 11-7/8 BC 1600... Yes 0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 62 J62 11-7/8 BC 1600... Yes 0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 63 J63 11-7/8 BC 1600... Yes 0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 64 J64 11-7/8 BC1600... Yes -0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 65 J65 11-7/8 BC 1600... Yes -0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 66 J66 11-7/8 BC 1600... Yes -0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 67 J67 11-7/8 BC 1600... Yes -0.537 1.675 -2.035 4.06 0.537 0.537 0.133 0.133 68 J68 11-7/8 BC 1600... Yes -0.566 1.675 -2.146 4.06 0.566 0.566 0.14 0.14 69 J103 11-7/8 BC 1600... Yes -0.566 1.926 -0.031 4.669 0.132 0.566 0 0 70 J104 11-7/8 BC1600... Yes 0.078 1.926 -0.026 4.669 0.078 0.078 0 0 71 J105 11-7/8 BC 1600... Yes 0.018 1.926 -0.001 4.669 0.018 0.018 0 0 72 J106 11-7/8 BC1600... Yes -0.075 1.926 -0.019 4.669 0.075 0.075 0 0 73 J107 11-7/8 BC 1600... Yes 1.013 1.926 -0.381 4.669 1.013 0.711 0 0 74 J108 11-7/8 BC1600... Yes 0.097 1.926 -0.032 4.669 0.097 0.097 0 0 75 J109 11-7/8 BC1600... Yes -1.026 1.926 -0.127 4.669 0.195 1.026 0 0 76 J110 11-7/8 BC1600... Yes 0.57 1.926 -0.121 4.669 0.57 0.19 0 0 77 J111 11-7/8 BC 1600... Yes 0.097 1.926 -0.032 4.669 0.097 0.097 0 0 78 J112 11-7/8 BC1600... Yes -1.003 1.926 -0.385 4.669 0.719 1.003 0 0 79 J113 11-7/8 BC1600... Yes 0.072 1.926 -0.018 4.669 0.072 0.072 0 0 80 J114 11-7/8 BC1600... Yes 0.02 1.926 -0.002 4.669 0.02 0.02 0 0 81 J115 11-7/8 BC 1600... Yes 0.078 1.926 -0.026 4.669 0.078 0.078 0 0 82 J116 11-7/8 BC1600... Yes -0.121 1.926 -0.026 4.669 0.121 0.121 0 0 83 J117 11-7/8 BC 1600... Yes 0.457 1.926 -0.442 4.669 0.949 0.045 0 -0.235 84 J118 11-7/8 BC1600... Yes 0.259 1.926 -0.04 4.669 0.259 0.149 0 0 85 J119 11-7/8 BC1600... Yes 0.034 1.507 -0.011 3.654 0.034 0.034 0 0 86 J120 11-7/8 BC1600... Yes -0.035 1.507 -0.012 3.654 0.035 0.035 0 0 87 J121 11-7/8 BC 1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 88 J122 11-7/8 BC1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 89 J123 11-7/8 BC1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 90 J124 11-7/8 BC1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 91 J125 11-7/8 BC 1600... Yes 0.034 1.507 -0.011 3.654 0.034 0.034 0 0 92 J126 11-7/8 BC1600... Yes -0.4 1.926 -0.172 4.669 0.29 0.4 0 0 93 J127 11-7/8 BC 1600... Yes -0.42 1.926 -0.183 4.669 0.285 0.42 0 0 94 J128 11-7/8 BC1600... Yes -0.42 1.926 -0.183 4.669 0.285 0.42 0 0 95 J129 11-7/8 BC 1600... Yes -0.42 1.926 -0.183 4.669 0.285 0.42 0 0 96 J130 11-7/8 BC1600... Yes -0.42 1.926 -0.183 4.669 0.285 0.42 0 0 97 J131 11-7/8 BC 1600... Yes -0.42 1.926 -0.183 4.669 0.285 0.42 0 0 98 J132 11-7/8 BC1600... Yes -0.436 1.926 -0.157 4.669 0.254 0.436 0 0 99 J133 11-7/8 BC 1600... Yes 0.029 1.507 -0.008 3.654 0.029 0.029 0 0 100 J134 11-7/8 BC1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWL ING.rfl] Page 10 Page 20 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products : 2ND FLR (Continued) I nhcl Ci,o FvnliriF \/-rLi \PrLI1 KA-rie-H7 RA'rrie-M AAnv Q4nrf Renn4in hAnv FnA R Un R4nrf R RAin FnA R 101 J135 11-7/8 BC1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 102 J136 11-7/8 BC1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 103 J137 11-7/8 BC 1600... Yes 0.035 1.507 -0.012 3.654 0.035 0.035 0 0 104 J138 11-7/8 BC1600... Yes 0.029 1.507 -0.008 3.654 0.029 0.029 0 0 105 J139 11-7/8 BC 1600... Yes 0.45 1.926 -0.433 4.669 0.045 0.936 -0.228 0 106 J140 11-7/8 BC1600... Yes -0.21 1.926 -0.117 4.669 0.228 0.235 0.027 0.027 107 J141 11-7/8 BC1600... Yes -0.204 1.926 -0.114 4.669 0.221 0.228 0.027 0.027 Beam Design for Wood Products : ROOF I ahpi .17P Fxnlirit \/mavrkl vrkl MmaYrk-Rl M'rrk-ftl MaY.fnrf Raarfin MaYFnr1 R Min.tart R Min FnH R 1 JG15 11-7/8 BC1600... Yes -0.542 1.926 -2.516 4.669 0.542 0.542 0 0 2 JG16 11-7/8 BC1600... Yes 0.428 1.926 -1.686 4.669 0.428 0.428 0 0 3 JG17 11-7/8 BC 1600... Yes 0.458 1.926 -1.838 4.669 0.458 0.458 0 0 4 JG18 11-7/8 BC1600... Yes 0.542 1.926 -2.516 4.669 0.542 0.542 0 0 5 JG19 11-7/8 BC1600... Yes -0.428 1.926 -1.686 4.669 0.428 0.428 0 1 0 6 JG20 11-7/8 BC1600... Yes 0.458 1.926 -1.838 4.669 0.458 0.458 0 0 7 R61 11-7/8 BC 1600... Yes 0.444 1.926 -1.971 4.669 0.444 0.444 0 0 8 R62 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 9 R63 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 10 R64 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 11 R65 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 12 R66 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 13 R67 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 14 R68 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 15 R69 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 16 R70 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 17 R71 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 18 R72 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 19 R73 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 20 R74 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 21 R75 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 22 R76 11-7/8 BC 1600... Yes -0.49 1.926 -2.172 4.669 0.49 0.49 0 0 23 R77 11-7/8 BC 1600... Yes 0.49 1.926 -2.172 4.669 0.49 0.49 0 0 24 R78 11-7/8 BC 1600... Yes 0.444 1.926 -1.971 4.669 0.444 0.444 0 0 25 R103 11-7/8 BC 1600... Yes 0.318 1.926 -1.158 4.669 0.318 0.318 0 0 26 R104 11-7/8 BC 1600... Yes -0.402 1.926 -1.467 4.669 0.402 0.402 0 0 27 R105 11-7/8 BC 1600... Yes -0.402 1.926 -1.467 4.669 0.402 0.402 0 0 28 R106 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 29 R107 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 30 R108 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 31 R109 11-7/8 BC 1600... Yes -0.402 1.926 -1.467 4.669 0.402 0.402 0 0 32 R110 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 33 R111 11-7/8 BC 1600... Yes -0.402 1.926 -1.467 4.669 0.402 0.402 0 0 34 R112 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 35 R113 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 36 R114 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 37 R115 11-7/8 BC 1600... Yes -0.402 1.926 -1.467 4.669 0.402 0.402 0 0 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEYAND PAWLING.rfl] Page 11 Page 21 of 41 Company Oct 13, 2021 AM 111RISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products : ROOF (Continued) Label Size ExDlicit Vmaxrkl V 1kl Mmaxrk-ftl M'rrk-ftl Max Start Reactio... Max End R...Min Start R...Min End R 38 R116 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 39 R117 11-7/8 BC 1600... Yes -0.402 1.926 -1.467 4.669 0.402 0.402 0 0 40 R118 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 41 R119 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 42 R120 11-7/8 BC 1600... Yes 0.402 1.926 -1.467 4.669 0.402 0.402 0 0 43 R121 11-7/8 BC 1600... Yes -0.318 1.926 -1.158 4.669 0.318 0.318 0 0 44 R143 11-7/8 BC 1600... Yes 0.33 1.926 -1.253 4.669 0.33 0.33 0 0 45 R144 11-7/8 BC 1600... Yes 0.418 1.926 -1.587 4.669 0.418 0.418 0 0 46 R145 11-7/8 BC 1600... Yes 0.418 1.926 -1.587 4.669 0.418 0.418 0 0 47 R146 11-7/8 BC 1600... Yes 0.418 1.926 -1.587 4.669 0.418 0.418 0 0 48 R147 11-7/8 BC1600... Yes -0.473 1.926 -2.023 4.669 0.456 0.473 0 0 49 R148 11-7/8 BC 1600... Yes 0.474 1.926 -2.033 4.669 0.474 0.474 0 0 50 R149 11-7/8 BC 1600... Yes 0.474 1.926 -2.033 4.669 0.474 0.474 0 0 51 R150 11-7/8 BC 1600... Yes 0.474 1.926 -2.033 4.669 0.474 0.474 0 0 52 R151 11-7/8 BC 1600... Yes 0.474 1.926 -2.033 4.669 0.474 0.474 0 0 53 R152 11-7/8 BC 1600... Yes -0.474 1.926 -2.033 4.669 0.474 0.474 0 0 54 R153 11-7/8 BC 1600... Yes -0.474 1.926 -2.033 4.669 0.474 0.474 0 0 55 R154 11-7/8 BC 1600... Yes 0.474 1.926 -2.033 4.669 0.474 0.474 0 0 56 R155 11-7/8 BC 1600... Yes 0.474 1.926 -2.033 4.669 0.474 0.474 0 0 57 R156 11-7/8 BC 1600... Yes -0.474 1.926 -2.033 4.669 0.474 0.474 0 0 58 R157 11-7/8 BC 1600... Yes -0.473 1.926 -2.024 4.669 0.457 0.473 0 0 59 R158 11-7/8 BC 1600... Yes 0.418 1.926 -1.587 4.669 0.418 0.418 0 0 60 R159 11-7/8 BC1600... Yes 0.418 1.926 -1.587 4.669 0.418 0.418 0 0 61 R160 11-7/8 BC 1600... Yes -0.418 1.926 -1.587 4.669 0.418 0.418 0 0 62 R161 11-7/8 BC 1600... Yes 0.33 1.926 -1.253 4.669 0.33 0.33 0 0 63 R130 11-7/8 BC 1600... Yes 0.065 1.926 -0.045 4.669 0.065 0.065 0 0 64 R131 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 65 R132 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 66 R133 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 67 R134 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 68 R135 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 69 R136 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 70 R137 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 71 R138 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 72 R139 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 73 R140 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 74 R141 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 75 R163 11-7/8 BC 1600... Yes 0.065 1.926 -0.045 4.669 0.065 0.065 0 0 76 R171 11-7/8 BC1600... Yes 0.076 1.926 -0.053 4.669 0.076 0.076 0 0 77 R172 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 78 R173 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 79 R174 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 80 R175 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 81 R176 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 82 R177 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 83 R178 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 84 R179 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWL ING.rfl] Page 12 Page 22 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products : ROOF (Continued) Label Size Explicit Vmaxfkl V'fkl Mmaxfk-ftl M'rfk-ftl Max Start Reacts... Max End R...Min Start R...Min End R 85 R180 11-7/8 BC 1600... Yes 0.076 1.926 -0.053 4.669 0.076 0.076 0 0 86 R189 11-7/8 BC 1600... Yes 0.066 1.926 -0.046 4.669 0.066 0.066 0 0 87 R190 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 88 R191 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 89 R192 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 90 R193 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 91 R194 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 92 R195 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 93 R196 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 94 R197 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 95 R198 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 96 R199 11-7/8 BC1600... Yes 0.066 1.926 -0.046 4.669 0.066 0.066 0 0 97 R204 11-7/8 BC 1600... Yes 0.065 1.926 -0.045 4.669 0.065 0.065 0 0 98 R205 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 99 R206 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 100 R207 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 101 R208 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 102 R209 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 103 R210 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 104 R211 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 105 R212 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 106 R213 11-7/8 BC1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 107 R214 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 108 R215 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 109 R216 11-7/8 BC 1600... Yes 0.065 1.926 -0.045 4.669 0.065 0.065 0 0 110 R218 11-7/8 BC 1600... Yes -0.076 1.926 -0.053 4.669 0.076 0.076 0 0 111 R219 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 112 R220 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 113 R221 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 114 R222 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 115 R223 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 116 R224 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 117 R225 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 118 R226 11-7/8 BC 1600... Yes -0.077 1.926 -0.054 4.669 0.077 0.077 0 0 119 R227 11-7/8 BC 1600... Yes -0.076 1.926 -0.053 4.669 0.076 0.076 0 0 120 R230 11-7/8 BC 1600... Yes 0.066 1.926 -0.046 4.669 0.066 0.066 0 0 121 R231 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 122 R232 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 123 R233 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 124 R234 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 125 R235 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 126 R236 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 127 R237 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 128 R238 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 129 R239 11-7/8 BC 1600... Yes 0.077 1.926 -0.054 4.669 0.077 0.077 0 0 130 R240 11-7/8 BC 1600... Yes 0.066 1.926 -0.046 4.669 0.066 0.066 0 0 131 JG147 11-7/8 BC 1600... Yes -0.286 1.926 -1.269 4.669 0.286 0.286 0 0 RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page 13 Page 23 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products : ROOF (Continued) I ahal Qi,a Pvnli,i \/m.vrkl Vfkl Mmavfk-ftl M'rfk-ffl AAmv Qtmrf Rmrfin RAnv Pnrl R Hin Qtarf R AAin Pnrf R 132 JG148 11-7/8 BC1600... Yes -0.241 1.926 -1.068 4.669 0.241 0.241 0 0 133 JG149 11-7/8 BC 1600... Yes 0.235 1.926 -0.857 4.669 0.235 0.235 0 0 134 JG150 11-7/8 BC1600... Yes -0.235 1.926 -0.857 4.669 0.235 0.235 0 0 135 JG151 11-7/8 BC 1600... Yes 0.244 1.926 -0.927 4.669 0.244 0.244 0 0 136 JG152 11-7/8 BC1600... Yes -0.244 1.926 -0.927 4.669 0.244 0.244 0 0 137 R162 11-7/8 BC 1600... Yes -0.444 1.926 -1.971 4.669 0.444 0.444 0 0 138 R164 11-7/8 BC 1600... Yes -0.318 1.926 -1.158 4.669 0.318 0.318 0 0 139 R166 11-7/8 BC 1600... Yes -0.318 1.926 -1.158 4.669 0.318 0.318 0 0 140 R165 11-7/8 BC 1600... Yes 0.33 1.926 -1.253 4.669 0.33 0.33 0 0 141 R168 11-7/8 BC 1600... Yes -0.33 1.926 -1.253 4.669 0.33 0.33 0 0 Wood Column Code Checks Stack I Wt Shares (:nrla Ch Plavrffl I C Shaesr (.h Plavrffl Nr 1 r.. Fr' rka Pt' fkcil Ph1' fkcil Ph7 fkcil Pv' rka Pnn 1 P1 1 2-2X6 0.359 9.17 4 0 9.17 z 4 0.552 0.46 1 0.773 0.893 0.172 3.6.3 2 2 2-2X6 0.356 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 3 P2 1 2-2X6 0.173 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 4 P3 1 2-2X6 0.207 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 5 P4 1 2-2X6 0.589 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 6 P5 1 2-2X6 0.84 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 7 P6 1 3-2X6 0.976 9.17 2 0 9.17 z 4 0.48 0.4 0.674 0.776 0.15 3.6.3 8 P7 1 2-2X6 0.116 9.17 3 0 9.17 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 9 2 4X4 0.168 17.92 3 0 17.92 z 4 0.496 0.992 1.552 1.552 0.207 3.6.3 10 P8 1 2-2X6 0.27 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 11 P9 1 2-2X6 0.277 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 12 P11 1 2-2X6 0.243 9.17 4 0 9.17 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 13 P12 1 2-2X6 0.128 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 14 P13 1 6X8 0.661 9.17 2 0 9.17 z 4 0.649 0.475 0.749 0.75 0.17 3.6.3 15 P14 1 2-2X4 0.587 9.17 2 0 9.17 z 4 0.391 0.44 0.74 0.817 0.15 3.6.3 16 P15 1 2-2X4 0.974 9.17 2 0 9.17 z 4 0.391 0.44 0.74 0.817 0.15 3.6.3 17 P16 1 2-2X6 0.52 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 18 P17 1 2-2X6 0.06 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 19 2 2-2X4 0.121 17.92 2 0 17.92 z 4 0.35 0.44 0.74 0.817 0.15 3.6.3 20 P19 1 2-2X6 0.462 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 21 P20 1 2-2X6 0.119 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 22 P21 1 2-2X6 0.208 9.17 2 0 9.17 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 23 P22 1 3-2X6 0.606 9.17 4 0 9.17 z 4 0.552 0.46 0.775 0.893 0.172 3.6.3 24 2 3-2X6 0.602 17.92 4 0 17.92 z 4 0.552 0.46 0.775 0.893 0.172 3.6.3 25 3 2-2X6 0.576 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 26 P23 1 2-2X6 0.108 9.17 3 0 9.17 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 27 2 2-2X6 0.105 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 28 3 2-2X6 0.101 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 29 P24 1 4X4 0.062 9.17 2 0 9.17 z 4 0.426 0.63 1.02 1.02 0.12 3.6.3 30 P25 2 2-2X6 0.177 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 31 P251 1 6X8 0.872 9.17 2 0 9.17 z 4 0.591 0.475 0.749 0.75 0.17 3.6.3 32 2 3-2X6 0.837 17.92 2 0 17.92 z 4 0.48 0.4 0.674 0.776 0.15 3.6.3 33 P25 2 1 2-2X6 0.486 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 34 P26 1 2-2X6 0.361 17.92 2 0 17.92 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 RISAFloor Version 15.0.4 [C:1..A... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page 14 Page 24 of 41 Company Oct 13, 2021 AM IIIRISA JobNuDesigner Checked ed Job Number Checked By: A NEMETSCHEK COMPANY Model Name Wood Column Code Checks (Continued) Q*-L, I ift Qh.- L'nrle Ch PI-Aftl I C Qho.r r`h PI -RI rlir 1 r` Gr' r4cl Gf' Moil Phi' rlrcil Gh7 rlrcil Gv' moil Gnn 35 P27 1 2-2X6 0.654 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 36 P28 1 3-2X6 0.629 17.92 2 0 17.92 z 4 0.411 0.4 0.674 0.776 0.15 3.6.3 37 P29 1 2-2X6 0.164 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 38 2 2-2X6 0.16 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 39 P30 1 2-2X6 0.132 17.92 2 0 17.92 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 40 P31 1 2-2X6 0.306 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 41 P32 1 2-2X6 0.323 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 42 P33 1 2-2X6 0.011 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.9-1 43 P34 1 2-2X6 0.179 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 44 P35 1 2-2X6 0.321 17.92 2 0 17.92 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 45 P36 1 2-2X6 0.293 17.92 2 0 17.92 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 46 P38 1 2-2X6 0.011 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.9-1 47 P39 1 2-2X6 0.327 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 48 P40 1 2-2X6 0.304 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 49 P41 1 2-2X6 0.131 17.92 2 0 17.92 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 50 P42 1 2-2X6 0.164 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 51 2 2-2X6 0.16 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 52 P43 1 3-2X6 0.678 17.92 4 0 17.92 z 4 0.552 0.46 0.775 0.893 0.172 3.6.3 53 P44 1 2-2X6 0.24 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 54 P45 1 2-2X6 0.268 17.92 4 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 55 P46 1 2-2X6 0.757 17.92 2 0 17.92 z 4 0.48 0.4 0.672 0.776 0.15 3.6.3 56 P47 1 3-2X6 0.766 17.92 2 0 17.92 z 4 0.48 0.4 0.674 0.776 0.15 3.6.3 57 P48 1 6X6 0.931 17.92 4 0 17.92 z 4 0.627 0.546 0.862 0.862 0.196 3.6.3 58 P49 1 4X4 0.168 17.92 3 0 17.92 z 4 0.496 0.992 1.552 1.552 0.207 3.6.3 59 P50 1 4X4 0.299 17.92 3 0 17.92 z 4 0.496 0.992 1.552 1.552 0.207 3.6.3 60 P51 1 4X4 0.299 17.92 3 0 17.92 z 4 0.496 0.992 1.552 1.552 0.207 3.6.3 61 P53 1 2-2X6 0.338 17.92 3 0 17.92 z 4 0.552 0.46 0.772 0.893 0.172 3.6.3 62 P54 1 2-2X6 0.063 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 63 P55 1 2-2X6 0.222 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 64 P56 1 2-2X6 0.237 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 65 P57 1 2-2X6 0.178 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 66 P58 1 2-2X6 0.249 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 67 P59 1 2-2X6 0.154 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 68 P60 1 2-2X6 0.154 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 69 P61 1 2-2X6 0.236 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 70 P62 1 2-2X4 0.096 25.59 3 0 25.59 z 4 0.445 0.506 0.851 0.939 0.172 3.6.3 71 P63 1 2-2X4 0.12 25.59 3 0 25.59 z 4 0.445 0.506 0.851 0.939 0.172 3.6.3 72 P64 1 2-2X4 0.294 25.59 3 0 25.59 z 4 0.445 0.506 0.851 0.939 0.172 3.6.3 73 P65 1 2-2X4 0.296 25.59 3 0 25.59 z 4 0.445 0.506 0.851 0.939 0.172 3.6.3 74 P66 1 2-2X6 0.11 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 75 P66 1 1 2-2X6 0.867 25.59 3 0 25.59 z 4 0.552 0.46 0.773 0.893 0.172 3.6.3 Beam Code Summary for Hot Rolled: FOUNDATION Label Size Explicit Studs Cambe... Material Bending Check Loc ft LC Defl C... Loc ft Cat Shear Check Loc ft LC No Data to Print ... RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LUCALC&BAILEY AND PAWLING.rfl] Page 15 Page 25 of 41 IIIRISA A NEMETSCHEK COMPANY Company Oct 13, 2021 Designer 10:49 AM Job Number Checked By: Model Name Beam Code Summary for Hot Rolled: LOWER FLR Label Size Ex icit Studs Cambe... Material Bending Check Loc ft LC Defl C... Loc ft Cat Shear Check Loc ft LC No Data to Print ... Beam Code Summary for Hot Rolled: MAIN FLR Label Size Ex icit Studs Cambe... Material Bending Check Loc ft LC Defl C... Loc ft Cat Shear Check Loc ft LC 1 B7 W10X15 Yes 0 A572 Gr.50 0.481 7.267 1 2 0.59 7.425 ILL 0.142 0 1 2 2 B8 W10X54 Yes 0 A572 Gr.50 0.583 14.406 4 0.901 11.18 DL+LL 0.233 20.641 4 3 B9 W10X54 Yes 0 A572 Gr.50 0.455 8.969 4 0.761 10.036 DL+LL 0.165 20.5 4 4 B10 W10X15 Yes 0 A572 Gr.50 0.484 7.109 2 0.593 7.425 ILL 0.147 0 2 5 1311 W10X15 Yes 0 A572 Gr.50 0.449 5.271 4 0.444 5.87 DL+LL 0.156 11.5 4 Beam Code Summary for Hot Rolled: 2ND FLR Label Size Explicit Studs Cambe... Material Bending Check Loc ft LC Defl C... Loc ft Cat Shear Check Loc ft LC 1 B15 W1OX45 I Yes I 1 O 7A572 Gr.50 1 0.443 110.036 1 4 0.774 110.25 DL+LL 0.164 0 14 Beam Code Summary for Hot Rolled: ROOF Label Size Ex icit Studs Cambe... Material Bending Check Loc ft LC Defl C... Loc ft Cat Shear Check Loc ft LC No Data b Print ... Hot Rolled Steel Column Code Checks Stack L'rft Shape Code Check Elevft LC Shear Ch... Elevft Dir LC Pnc/om ll Pnt/om k Mn /om ...Mnzz/om ... Cb AISC13... 1 P25 1 HSS4MX4 0.592 9.17 2 0.01 9.17 2 1 70.202 1 92.826 1 10.765 1 10.765 11.667 H1-1a RISAFloor Version 15.0.4 [C:1... 1... 1... 1... \2100\21044 Bailey and Pawling Rem odel_LCIICALCSIBAILEY AND PAWLING.rfl] Page 16 Page 26 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Footings Allowable Bearing = Footing St Loc [ft] End Loc [ft] 2000 Length [ft] psf Max Base Reaction[k] Label Top Floor Bottom Floor Start Point End Point Material Type Material Set Footing Width (in) Result (psf) Check F1 4.5151.766 8.583,51.766 4.1 10.11 F1 FOUNDATION Base N1 N2 Concrete Conc250ONV\ 16 1857 OK F2 8.583,51.766 12.833,51.766 3.3 4.04 F2 FOUNDATION Base N2 N3 Concrete Conc250ONV\ 16 919 OK F3 12.833,51.76619.453,51.766 8.6 21.00 F3 FOUNDATION Base N3 N4 Concrete Conc2500MA 16 1831 OK F4 19.453,51.766 23.648,51.766 3.2 4.07 F4 FOUNDATION Base N4 N5 Concrete Conc2500MA 16 953 OK F5 23.648,51.766 28.5,51.766 4.9 8.29 F5 FOUNDATION Base N5 N6 Concrete Conc250ONV\ 16 1281 OK F6 28.5,51.766 32.5,51.766 4.0 9.44 F6 FOUNDATION Base N6 N7 Concrete Conc250ONV\ 16 1770 OK F7 32.5,51.766 34.5,51.766 2.0 3.84 F7 FOUNDATION Base N7 N8 Concrete Conc250ONV\ 16 1439 OK F8 34.5,51.766 36.5,51.766 2.0 2.30 F8 FOUNDATION Base N8 N9 Concrete Conc250ONV\ 16 863 OK F9 36.5,51.766 36.5,49.766 2.0 1.81 F9 FOUNDATION Base N9 N10 Concrete Conc250ONV\ 16 680 OK F10 36.5,49.766 36.5,44.852 4.9 3.05 F10 FOUNDATION Base N10 N11 Concrete Conc2500NV\ 16 465 OK F11 36.5,44.852 36.5,40.016 4.8 3.74 F11 FOUNDATION Base N11 N12 Concrete Conc2500MA 16 580 OK F12 36.5,40.016 36.5,36.351 3.7 6.93 F12 FOUNDATION Base N12 N13 Concrete Conc250ONV\ 16 1419 OK F13 36.5,36.351 36.5,32.724 3.6 8.84 F13 FOUNDATION Base N13 N14 Concrete Conc250ONV\ 16 1828 OK F14 36.5,32.724 36.5,27.391 5.3 3.47 F14 FOUNDATION Base N14 N15 Concrete Conc250ONV\ 16 488 OK F15 36.5,27.391 36.5,21.438 6.0 3.68 F15 FOUNDATION Base N15 N16 Concrete Conc250ONV\ 16 463 OK F16 36.5,21.438 36.5,8.271 13.2 10.10 F16 FOUNDATION Base N16 N17 Concrete Conc250ONV\ 16 575 OK F17 36.5,8.271 36.5,4.271 3.0 14.89 F17 FOUNDATION Base N17 N18 Concrete Conc2500MA 36 1655 OK F18 36.5,4.271 36.5,1.271 3.0 0.70 F18 FOUNDATION Base N18 N19 Concrete Conc2500MA 16 174 OK F19 36.5,1.271 32.923,1.271 3.6 3.86 F19 FOUNDATION Base N19 N20 Concrete Conc250ONV\ 16 810 OK F20 32.923,1.271 18.917,1.271 14.0 1.81 F20 FOUNDATION Base N20 N21 Concrete Conc250ONV\ 16 97 OK F21 18.917,1.271 14.083,1.271 4.8 5.64 F21 FOUNDATION Base N21 N22 Concrete Conc250ONV\ 16 875 OK F22 14.083,1.271 8.125,1.271 6.0 0.77 F22 FOUNDATION Base N22 N23 Concrete Conc250ONV\ 16 97 OK F23 8.125,1.271 4.5,1.271 3.6 2.17 F23 FOUNDATION Base N23 N24 Concrete Conc250ONV\ 16 449 OK F24 4.5,1.271 4.5,4.271 3.0 3.39 F24 FOUNDATION Base N24 N25 Concrete Conc2500MA 16 847 OK F29 4.5,40.021 4.5,47.766 7.7 11.13 F29 FOUNDATION Base N29 N30 Concrete Conc2500MA 16 1078 OK F30 4.5,47.766 4.5,51.766 4.0 5.98 F30 FOUNDATION Base N30 N1 Concrete Conc250ONV\ 16 1121 OK F31 4.5,6.271 2.5,6.271 3.4 8.42 F31 FOUNDATION Base N31 N32 Concrete Conc250ONV\ 16 1858 OK F32 2.5,6.271 2.5,10.271 4.0 3.95 F32 FOUNDATION Base N32 N33 Concrete Conc250ONV\ 16 740 OK F33 2.5,10.271 2.5,15.771 5.5 3.35 F33 FOUNDATION Base N33 N34 Concrete Conc2500NV\ 16 456 OK F34 2.5,15.771 2.5,18.771 3.0 6.15 F34 FOUNDATION Base N34 N35 Concrete Conc2500MA 16 1538 OK F35 2.5,18.771 0,18.771 2.5 4.60 F35 FOUNDATION Base N35 N36 Concrete Conc2500MA 16 1379 OK F36 0,18.771 0,20.771 2.0 1.65 F36 FOUNDATION Base N36 N37 Concrete Conc250ONV\ 16 620 OK F37 0,20.771 0,33.521 12.8 12.17 F37 FOUNDATION Base N37 N38 Concrete Conc250ONV\ 16 716 OK F38 0,33.521 0,36.021 2.5 2.34 F38 FOUNDATION Base N38 N39 Concrete Conc250ONV\ 16 701 OK F39 0,36.021 4.5,36.021 4.5 5.63 F39 FOUNDATION Base N39 N40 Concrete Conc250ONV\ 16 939 OK F41 14,21.438 18,21.438 4.0 27.22 F41 FOUNDATION Base N41 N42 Concrete Conc250ONV\ 48 1701 OK F42 18,21.438 20.458,21.438 2.5 0.63 F42 FOUNDATION Base N42 N43 Concrete Conc2500NV\ 16 193 OK F43 20.458,21.438 24.479,21.438 4.0 4.50 F43 FOUNDATION Base N43 N44 Concrete Conc2500NV\ 16 839 OK F44 24.479,21.438 28.479,21.438 3.0 12.92 F44 FOUNDATION Base N44 N45 Concrete Conc250ONV\ 36 1436 OK F45 28.479,21.438 30.966,21.438 2.5 2.53 F45 FOUNDATION Base N45 N46 Concrete Conc250ONV\ 16 762 OK F46 30.966,21.438 34.966,21.438 4.0 6.70 F46 FOUNDATION Base N46 N47 Concrete Conc250ONV\ 16 1256 OK F47 34.966,21.438 36.5,21.438 1.5 1.19 F47 FOUNDATION Base N47 N16 Concrete Conc2500NV\ 16 580 OK F48 27.104,29.39129.392,29.391 2.3 0.52 F48 FOUNDATION Base N48 N49 Concrete Conc2500NV\ 16 171 OK F49 29.392,29.39133.392,29.391 4.0 4.08 F49 FOUNDATION Base N49 N50 Concrete Conc2500NV\ 16 764 OK F50 33.392,29.391 36.5,29.391 3.1 1.47 F50 FOUNDATION Base N50 N51 Concrete Conc250ONV\ 16 355 OK F51 -1,39.375 1,39.375 2.0 0.78 F51 FOUNDATION Base N52 N53 Concrete Conc250ONV\ 24 194 OK F52 15,42.078 17,42.078 4.0 22.07 F52 FOUNDATION Base N54 N55 Concrete Conc250ONV\ 48 1379 OK F53 23.25,38.349 25.25,38.349 2.0 2.86 F53 FOUNDATION Base N56 N57 Concrete Conc250ONV\ 24 715 OK F54 26.167,38.349 28.167,38.349 2.0 4.45 F54 FOUNDATION Base N58 N59 Concrete Conc2500NV\ 24 1113 OK F55 25.104,29.39127.104,29.391 2.0 4.64 F55 FOUNDATION Base N60 N48 Concrete Conc2500NV\ 24 1159 OK F217 15,6.271 17,6.271 4.0 26.16 F217 FOUNDATION Base N61 N62 Concrete Conc2500NV\ 48 1635 OK F218 4.5,4.271 4.5,6.271 2.0 4.58 F218 FOUNDATION Base N25 N31 Concrete Conc250ONV\ 16 1716 OK F219 4.5,36.021 4.5,40.021 4.0 9.48 F219 FOUNDATION Base N40 N29 Concrete Conc250ONV\ 16 1778 OK F220 14,21.438 7.635,21.438 6.4 1.49 F220 FOUNDATION Base N41 N67 Concrete Conc250ONV\ 16 176 OK F221 7.635,21.4381.907,21.438 5.7 1.35 F221 FOUNDATION Base N67 N68 Concrete Conc250ONV\ 16 177 OK F222 1.907,21.438 0,21.438 1.9 0.46 F222 FOUNDATION Base N68 N69 Concrete Conc250ONV\ 16 179 OK Page 27 of 41 Ross project: PAWLING AND BAILEY ADDITION by: RR sheet #: Engineering location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 Design client: THE LEREN COMPANY job #: 21044 Inc Lateral Design Page 28 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 ASCE 7 Seismic Design Parameters Risk Category: II ASCE Table 1.5-1 Importance Factors ASCE Table 1.5-2 Seismic, IE = 1.00 Site Soil Class: D ASCE Table 20.3-1 Or Geotechical Response Accelerations: For Lattitude = 47.8139 degrees Recommendation & Longitude =-122.3702 degrees https://earthquake.usgs.gov/ws/designmaps/asce7-10.ison?latitude=47.8139&longitude=-122.3702&riskCategory=l I&siteClass=D&title=Example Mapped spectral response acceleration Ss= 1.27 g site -specific S1= 0.499 g site -specific Fa = 1.00 ASCE Table 11.4-1 Fv= 1.80 ASCE Table 11.4-2 Maximum spectral response acceleration ASCE 11.4.4 SMs = FaSs = 1.27 g SM1= FvS1= 0.899 g Design spectral response acceleration ASCE 11.4.5 Sos = (2/3) SMs = 0.849 g Sol = (2/3) SM1= 0.599 g Seismic Design Category: Based on SDS = D ASCE Table 11.6-1 Based on Spl = D ASCE Table 11.6-2 Controlling Category = D Building Period: Structure Type = 4 1 - Steel moment resisting frame ASCE 12.8.2.1 0 Building Height hn = 26.59 ft 2 - Concrete moment reisisting frame Ct = 0.02 3 - Eccentrically braced steel frame x = 0.75 4 - All other structural systems Approximate fundamental period Ta = Ct x hxn = 0.23 seconds Response Coefficient: R = 6.50 ASCE Table 12.2-1 Q0 = 2.50 Cs = Sps/(R/IE) = 0.131 ASCE 12.8.1.1 Cs(max) = SDi/(RTa/IE) = 0.394 CS(min) = 0.037 Controlling Cs = 0.131 Seismic Design Force: V = CSW = 0.131 W (ult) ASCE 12.8.1 V = CsW/1.4 = 0.093 W (asd ) rho = 1.0 Base Shear = 16.8 Kips 10/13/2021 Page 29 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Seismic Story Shear Story Weights Level 3 Level 2 Level 1 Story Shear CS = Roof 13.0 psf 1610 sq ft 20.9 Exterior Wall Above 0.0 plf 0 ft 0.0 Exterior Wall 38.4 plf 167 ft 6.4 Interior Wall Above 0.0 psf 0 sq ft 0.0 Interior Wall 4.8 psf 1610 sq ft 7.7 Low Roof 0.0 psf 0 sq ft 0.0 Other psf sq ft 0.0 Floor 11.0 psf 1610 sq ft 35.1 k 17.7 Exterior Wall Above 38.4 plf 167 ft 6.4 Exterior Wall 43.8 plf 164 ft 7.2 Interior Wall Above 4.8 psf 1610 sq ft 7.7 Interior Wall 5.5 psf 1560 sq ft 8.5 Low Roof 13.0 psf 0 sq ft 0.0 Other psf sq ft 0.0 Floor 11.0 psf 1560 sq ft 47.5 k 17.2 Exterior Wall Above 43.75 plf 164 ft 7.2 Exterior Wall 41 plf 165 ft 6.7 Interior Wall Above 5.5 psf 1560 sq ft 8.5 Interior Wall 5.1 psf 1200 sq ft 6.1 Low Roof 13.0 psf 0 sq ft 0.0 Other psf sq ft 0.0 45.7 k 0.131 (ult ) Height Weight Ve Level hx (ft) wx (k) hXwX Fx (k) 3 26.59 35.1 932 7.24 2 17.92 47.5 852 6.62 1 8.17 45.7 374 2.90 Total = 128.3 2158 16.75 Vtotal = CS x Ewx = 16.75 k Fx = Vtotal x hxwx / Ihxwx Diaphragm Shear SAS = 0.849 IC = 1.00 Base Shear V = 16.75 k Weight Story Shear Dia. Shear Max Fpx Min Fpx Controlling Level wi (k) Sw; Fi (k) SF; Fpx (k) (k) (k) Fpx (k) 3 35.1 35.1 7.24 7.24 7.24 11.90 5.95 7.24 2 47.5 82.6 6.62 13.85 7.97 16.14 8.07 8.07 1 45.7 128.3 2.90 16.75 5.97 15.53 7.76 7.76 Max Fpx =0.40xIPxSDSxW; = 0.34 x w; Min Fpx=0.20xIPxSIDS xWi= 0.17 xwi Page 30 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 ASCE 7 Wind Design Parameters Risk Category II Design Wind Speed V 100 mph Exposure Category B Enclosure Classification Enclosed K,t Topographic Factor 1.0 Kd Directionality Factor 0.85 Ground Elevation = 0-1000 ft Wind Loads, Components and Cladding ASCE 7 Section 30.3, h<60ft Height h, z 26.59 ft Roof Slope = 18 Degrees Slope Reduction Factor = 1 Applied to GCp; Velocity Pressure Coefficient a 7 z 30 zg 1200 Kh,Z = 2.01(z/zg)2/a = 0.70 Velocity Pressure Ke = 1 q,,h = 0.0026K,K,tKdK,V2 = 15.2 psf GCp; Internal Pressure Coeffecient 0.18 +/- Design Wind Pressure p = q,,h(GCp - GCp) psf Area Zone 4, 5 Zone 4 Zone 5 Zone 4, 5 Zone 4 Zone 5 Gcpi (+) Gcpi (-) Gcpi (-) p inward p outward p outward 10 1.000 -1.100 -1.400 18.0 -19.5 -24.1 20 0.947 -1.047 -1.294 17.2 -18.7 -22.5 50 0.877 -0.977 -1.153 16.1 -17.6 -20.3 100 0.823 -0.923 -1.047 15.3 -16.8 -18.7 150 0.792 -0.892 -0.985 14.8 -16.3 -17.8 200 0.770 -0.870 -0.941 14.5 -16.0 -17.1 300 0.739 -0.839 -0.878 14.0 -15.5 -16.1 500 0.700 -0.800 -0.800 13.4 -14.9 -14.9 IBC Table 1604.5 Figure 26.5-1 Section 26.7 Section 26.12 Figure 26.8-1 Table 26.6-1 Table 26.9-1 Section 26.10.1 Equation 26.10-1 Table 26.13-1 Figure 30.3-1 Page 31 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Wind Loads Main Wind Force Resisting System ASCE 7 - Chapter 28 Part II Wind Criteria Risk Category: II Basic Wind Speed (V) (ult) = 100 mph Exposure = B k = 1.00 Kzt = 1.00 Roof Angle = 18 deg Average Roof Height = 12 ft Plate Height (H) = 26.59 ft Least Horiz Dimension (L) = 32 ft 0.10L = 3.2 ft 0.4(H) 5 ft a min = max of 3ft or 0.04L = 3 ft a = 3.2 ft 2a = 6.4 ft Simplified Design Wind Pressure Load Case 1 Load Case 2 Minimum controlling Zone P530 (Psf) I P5 (Psf) P531(psf) F P5 (psf) I P5 (Psf) P5 (Psf) A 19.9 19.9 0.0 0.0 16.0 19.9 B -6.6 -6.6 0.0 0.0 8.0 8.0 C 13.3 13.3 0.0 0.0 16.0 16.0 D -3.8 -3.8 0.0 0.0 8.0 8.0 E -19.1 -19.1 0.0 0.0 --- ---- F -12.4 -12.4 0.0 0.0 --- ---- G -13.3 -13.3 0.0 0.0 --- ---- H -9.5 -9.5 0.0 0.0 --- ---- EoH -26.7 -26.7 0.0 0.0 --- ---- GoH -20.9 -20.9 0.0 0.0 --- ---- 10/13/2021 Page 32 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Wind Story Shear FRONT TO BACK Zone A Zone B Zone C Zone D 19.9 ps(psf) 8 ps(psf) 16 ps(psf) 8 ps(psf) Level Area (ft2) Area (ft2) Area (ft2) Area (ft2) V,,, (K) 3 33 111 2.43 2 118 209 5.69 1 0.00 33c Ill A 33 209 SIDE TO SIDE Level Zone A Zone B 19.9 ps(psf) 8 ps(psf) Area (ft2) Area (ft2) Zone C 16 ps(psf) Area (ft2) Zone D 8 ps(psf) Area (ft2) VW (K) 3 66 193 4.40 2 142 318 7.91 1 0.00 10/13/2021 Page 33 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Story Shear Summary FRONT TO BACK Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 3 7.24 7.24 2.43 2.43 2 6.62 13.85 5.69 8.12 1 2.90 16.75 0.00 8.12 SIDE TO SIDE Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 3 7.24 7.24 4.40 4.40 2 6.62 13.85 7.91 12.32 1 2.90 16.75 0.00 12.32 10/13/2021 Page 34 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Roof Diaphragm and Chord Design Unblocked Diaphragm Allowable Shear per NDS Table 4.26 (asd) G = 0.43 SGAF = [1-(0.5-G)] = 0.93 Sheathing Grade Common Nail Size Minimum Fastener Penetration into Framing Mimimum Nominal Panel Thickness Minimal Nominal Framing Width V Seismic V Wind plf plf Case 1 Case 2, 3, 4, 5, 6 Case 1 Case 2, 3, 4, 5, 6 Struct I 6d 1-1/4 5/16 2 153 116 214 163 3 172 130 242 181 8d 1-3/8 3/8 2 223 167 312 235 3 246 186 344 260 10d 1-1/2 15/32 2 265 200 372 279 3 298 223 416 312 Sheathing and Single Floor 6d 1-1/4 5/16 2 140 102 195 144 3 158 116 221 163 3/8 2 153 116 214 163 3 172 130 242 181 8d 1-3/8 3/8 2 200 149 279 209 3 223 167 312 235 7/16 2 214 158 300 221 3 237 177 332 246 15/32 2 223 167 312 235 3 246 186 344 260 10d 1-1/2 15/32 2 237 177 332 246 3 270 200 377 279 19/32 2 265 200 372 279 1 3 298 223 416 312 Check Roof Diaphragm FRONT TO BACK Case 2 Suport Perpendicular to Shear V (ult) Dia. D v (asd) (k) (ft) (plf) Seismic 8.07 62 < 177 OK 45.5 Wind 5.69 38 < 246 OK SIDE TO SIDE Case 2 Suport Perpendicular to Shear V (ult) Dia. D v (asd) (k) (ft) (plf) Seismic 8.07 Wind 7.91 36.5 Check Tyical Chord For Maximum Force Vmax (ult) = 5.65 k (asd) Diaphragm Width = 45.5 ft Diaphragm Depth = 36.5 ft Plate Size 2x6 Ft allow = 525 psi Chord Splice Capacity = (16) 16d nails = 16 x 122 lb x 1.6 = 77 < 177 OK 65 < 246 OK M = 32.12 kft T = M/D = 880 lb At = 8.25 Tallow = Ft allow x At x Cd = 6930 lb > 3123.2 lb > T OK 880 OK Page 35 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Wood Shear Wall Schedule NDS Table 4.3A max stud spacing = 16" oc ? yes specific gravity: 0.43 specific gravity miltiplier = 0.93 Seismic panel panel fastener nail (common or nail edge spacing grade thickness penetration galvanized box) 6 4 3 2 5/16" 11/4 6d 186 279 363 474 3/8" 13/8 8d 260 400 512 679 C - D (Struct 1) 7/16" 13/8 8d 260 400 512 679 13/8 8d 260 400 512 679 15/32" 1112 10d 316 474 618 809 11/4 6d 186 279 363 474 31 13/8 8d 242 353 456 595 7/16" 138 8d 242 353 456 595 C-D „ 3s 1 8d 242 353 456 595 15/32 11/2 10d 288 428 558 716 19/32" 11/2 10d 316 474 618 809 Wind panel grade panel thickness fastener penetration nail (common or galvanized box) 6 nail edge spacing 4 3 2 5/16" 11/4 6d 260 391 508 664 3/8" 13/8 8d 365 560 716 950 C - D (Struct 1) 7/16" 13/8 8d 365 560 716 950 13/8 8d 365 560 716 950 15/32" 11/2 10d 443 664 866 1133 11/4 6d 260 391 508 664 3/8" 13/8 8d 339 495 638 833 C D 7/16" 15/32" 19/32" 13/8 13/8 11/2 11/2 8d 8d 10d 10d 339 339 404 443 495 495 599 664 638 638 781 866 833 833 1003 1133 Sheathing Capacities Shear Wall Panel Label Grade Panel Thickness # of Sides Sheathed Nail Size Nail Spacing Seismic (plf) Wind (plf) 1 C-D 7/16" 1 8d 6 242 339 2 C-D 7/16" 1 8d 6 242 339 3 C-D 7/16" 1 8d 4 353 495 4 C-D 7/16" 1 8d 3 456 638 5 C-D 7/16" 1 8d 2 595 833 6 C-D 7/16" 2 8d 3 911 1276 Page 36 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Shearwall Connections Shear Clips Simpson Shear Connectors, pg 190 Sill Plate Connection to Concrete NDS Table 11E G = 0.43 CD = 1.6 CM = 1.0 Sole Plate Connection to Rim/Blocking NDS Table 11J & 11N, ESR-2236 G = 0.43 CD = 1.6 CM = 1.0 Connection Capacities Fastener Allowable Shear (lb) LS50 630 LTP4 575 A34 445 A35 600 16d TOENAIL 75 Bolt Diameter Side Member Z (lb) VON 1/2" 1-1/2" 590 944 5/8" 1-1/2" 860 1376 3/4" 1-1/2" 1200 1920 1/2" 2-1/2" 730 1168 5/8" 2-1/2" 1070 1712 3/4" 2-1/2" 1400 2240 Dowel Side Member Z (lb) Z' (lb) 16d 1.5 122 195 SDS1/4x6 2.5 245 392 Shear Wall Label Shear Clips Type Spacing Capacity Sill Plate Size Anchor Spacing Capacity Sole Plate Size Dowel Spacing Capacity Controlling Capacity 1 16d TOENAIL 6 150 2x 5/8" 48 344 2x 16d 6 390 150 2 LTP4 24 288 2x 5/8" 48 344 2x 16d 6 390 288 3 LTP4 18 383 2x 5/8" 32 516 2x 16d 4 586 383 4 LTP4 14 493 2x 5/8" 24 688 2x 16d 4 586 493 5 LTP4 10 690 2x 5/8" 18 917 2x 16d 3 781 690 6 LTP4 7 986 3x 5/8" 18 1141 3x SDS1/4x6 4 1176 986 Page 37 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Shear Wall Braced Lines FRONT TO BACK Label GRID A GRID A.5 GRID B GRID H GRID GRID GRID GRID GRID GRID TOTAL SHEARWALL DESIGN Tributary (%) SIDE TO SIDE Tributary M Level Level 3 2 1 Label 3 2 1 15 GRID 1 40 GRID 2 18 20 10 35 GRID 5 68 50 50 50 50 50 GRID 7 32 30 GRID 8 32 GRID GRID GRID GRID GRID 100 100 50 TOTAL 100 100 100 Ve = Accumulated seismic shear on Braced Line (k) Vw = Accumulated wind shear on Braced Line (k) Ltot = Total shear panel length in Braced Line (ft) H = Plate height (ft) Lsw = Length of design shear panel for overturning (ft) L1, 2, 3 = Length of shear panels between openings in a perforated shear wall (ft) Hopg = Height of opening in a perforated wall (ft) Co = Reduction factor for a perforated shear wall Ratio = Height -length aspect ratio of a shear segment 2L/H = Aspect ratio reduction factor Seg. = Segmental Shear Wall per SPDWS 4.3.5.1 Force = Force Transfer Shear Wall per SPDWS 4.3.5.2 Perf. = Segmental Shear Wall per SPDWS 4.3.5.3 V ve= Design seismic shear on the design panel (plf) vw = Design wind shear on the design panel (plf) ve a = Allowable seismic shear of the design panel (plf) vw a = Allowable wind shear of the design panel (plf) Tr = Tributary roof/floor (ft) La = Adjacent wall length (ft) Ta = Adjacent tributary roof/floor (ft) P1 = Design panel weight (lb) P2 = Adjacent wall weight (lb) T = Overturning tension (lb) C = Overturning compression (lb) 10/13/2021 Doss Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 LEVEL 0 FRONT TO BACK Shearwall Design E T/C W T/C GRID Ve Vw Ltot H Type Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a vw vw a Tr La Ta P1 P2 Above Above E T/C W T/C Holdown A.5 2.90 0.97 23.5 7.67 Seg. 23.5 1.00 0.33 1.00 1 86 150 25 150 2 4 2 1589 270 0 0 -404 -874 NOT REQ'D B 0.72 0.24 9.5 7.67 Seg. 5.5 1.00 1.39 1.00 1 53 150 15 150 2 4 2 372 270 0 0 -47 -339 NOT REQ'D H 3.62 1.22 36 7.67 Seg. 15 1.00 0.51 1.00 1 70 150 20 150 2 4 2 1014 270 0 0 -238 -622 NOT REQ'D LEVEL GRID 7.24 0 Ve 2.43 SIDE TO SIDE Vw Ltot H Type Shearwall Design Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a E T/C vw vw a Tr La Ta P1 P2 Above W T/C Above E T/C W T/C Holdown 5 4.92 2.99 9.5 7.67 Seg. 6.5 1.00 1.18 1.00 3 363 353 189 383 15 4 1 1352 227 0 0 1878 547 MSTC40 8 2.32 1.41 16 7.67 Seg. 3 1.00 2.56 0.78 1 101 150 53 150 1 4 1 170 227 0 0 465 93 NOT REQ'D 7.24 4.40 Doss Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 LEVEL 2 FRONT TO BACK Shearwall Design E T/C W T/C GRID Ve Vw Ltot H Type Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a vw vw a Tr La Ta 131 P2 Above Above E T/C W T/C Holdown A 2.08 1.22 7.7 8.75 SeR. 7.7 1.00 1.14 1.00 2 189 242 95 288 1 4 1 487 253 0 0 1156 334 STHD14 B 4.85 2.84 15.75 8.75 Seg. 15.75 1.00 0.56 1.00 2 215 242 108 288 1 4 1 997 253 -47 -339 1086 -142 STHD14 H 6.93 4.06 35.5 8.75 Seg. 10.5 1.00 0.83 1.00 1 137 150 69 150 1 4 1 665 253 -238 -622 372 -607 NOT REQ'D LEVEL GRID 13.85 2 Ve 8.12 SIDE TO SIDE Vw Ltot H Type Shearwall Design Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a vw vw a Tr La Ta P1 P2 E T/C Above W T/C Above E T/C W T/C Holdown 2 2.49 2.22 14 8.75 Perf. 13.5 4 3 6 0.57 2.92 0.69 3 125 138 95 193 7.5 4 1 1802 253 0 0 -589 -723 NOT REQ'D 5 6.93 6.16 9.5 8.75 Seg. 9.5 1.00 0.92 1.00 5 510 595 389 690 1 4 1 601 253 1878 547 5790 3396 HDU8 7 4.43 3.94 5.6 8.75 Seg. 2.7 1.00 3.24 0.62 6 554 562 422 787 1 4 1 171 253 0 0 4510 3356 HDU8 13.85 12.32 v CD m w a h Doss Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 LEVEL 1 FRONT TO BACK Shearwall Design E T/C W T/C GRID Ve Vw Ltot H Type Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a vw vw a Tr La Ta P1 P2 Above Above E T/C W T/C Holdown H 8.38 4.06 20 8.17 Seg. 33.5 1.00 0.24 1.00 3 293 353 122 383 5.5 4 5.5 2969 354 372 -607 928 -1450 NOT REQ'D LEVEL GRID 8.38 1 Ve 4.06 SIDE TO SIDE Vw Ltot H Type Shearwall Design Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a vw vw a Tr La Ta P1 P2 E T/C Above W T/C Above E T/C W T/C Holdown 2 3.35 2.46 5.15 8.17 Seg. 2.4 1.00 3.40 0.59 6 455 535 287 750 1 4 1 135 225 -589 -723 2840 1329 STHD14 5 8.38 6.16 16 8.17 Seg. 6.5 1.00 1.26 1.00 5 367 595 231 690 1 4 1 365 225 5790 3396 8377 4874 HDU11 7 5.03 3.69 32 8.17 Seg. 6 1.00 1.36 1.00 1 110 150 69 150 1 4 1 337 225 4510 3356 5015 3528 HDU8 16.75 12.32 a h Page 41 of 41 Ross Engineering Design Inc project: PAWLING AND BAILEY ADDITION by: RR sheet #: location: 755 DAILY ST, EDMONDS, WA date: 10/13/2021 client: THE LEREN COMPANY job #: 21044 Misc Calculations 7/S7 12/S7 WELD V = 12.4 KIPS M=Vx5"= 62.0 K-IN T = M/5.75" = 10.8 KIPS 1/4" WELD = 3.71 K/IN L WELD MIN=T/3.71 = 2.90 IN WELD DEVELOPMENT 0.6 x 70 ksi x 0.707 x 0.25 x2.9" _ T web REQ'D = 89.1/(0.6 x 65 ksi x 10") _ WEB SHEAR V allow = 0.4 x 50 ksi x 0.38" x 5.75"= SECTION MODULUS S req = M/Fb 2.07 IN3 S = 16.2 IN3 > 2.07 ok WELD USE 10" 21.5 KIPS 0.055 IN < 0.38 IN OK 43.7 KIPS > 12.4 KIPS OK V = 4.3 KIPS M=Vx5"= 21.6 K-IN T = M/5.75" = 3.8 KIPS 1/4" WELD = 3.71 K/IN L WELD MIN=T/3.71= 1.01 IN USE 8" WELD DEVELOPMENT 0.6 x 70 ksi x 0.707 x 0.25 x1.01" = 7.5 KIPS T web REQ'D = 89.1/(0.6 x 65 ksi x 8") = 0.019 IN < 0.23 IN OK WEB SHEAR V allow = 0.4 x 50 ksi x 0.23" x 7.75"= 35.65 KIPS > 4.3 KIPS OK SECTION MODULUS S req = M/Fb 0.72 IN3 S = 10 IN3 > 0.72 ok