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REVIEWED BLD2020-0440 STRUCTURAL .CALCS 5.26.20Page 1 of 51 Ross Engineering Design Inc COONS RESIDENCE STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2015 IBC 8427 202ND ST SW, EDMONDS, WA Job Number 20022 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com UY30N30ISM SN000 lepon Ilnj peaa aowaS ' Dl jo; silnsaa w Z �S 10 Z abed Page 3 of 51 DOSS project: COONS RESIDENCE by: RR sheet #: Engineering location: 8427 202ND ST SW, EDMONDS, WA date: a/6/zozo Design client: THE LEREN COMPANY job #: 20022 Inc Gravity Design Page 4 of 51 BOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: n/6/zozo client: THE LEREN COMPANY job #: 20022 Governing Codes General - International Building Code - 2015 Wood - ANSI / AF&PA NDS - 2015 ANSI / AF&PA SDPWS - 2015 Loads - ASCE / SEI 7-10 Concrete - ACI 318 - 14 Roof Loads Dead Load Sheathing Joist Beam Min. w/Uplift Roofing 3.00 psf 3.50 psf 3.50 psf 2.00 psf Sheathing 1.50 1.50 1.50 1.00 Insulation 2.00 2.00 2.00 1.00 Sprinkler Ceiling 2.50 2.50 Lights 0.50 0.50 Trusses 2.00 2.00 Mechanical 1.00 1.00 Misc 0.50 2.00 2.00 Total 7.00 psf 13.00 psf 15.00 psf 6.00 psf Snow Load Ground Snow Load Pg = Pg = 20 psf Minimum Roof Snow Load = 25 psf Exposure Factor Ce = Ce = 1.0 Thermal Factor Ct = Ct = 1.0 Slope Factor Cs = Cs = 1.0 0.7CeCtCslsPg Design Roof Snow Load Ps = Ps = 14 psf = 25 psf minumum roof snow load controls Wood Floor Loads Dead Loads Sheathing Joist Beam Floor Covering 2.50 psf 2.50 psf 2.50 psf Gyperete Sheathing 2.30 2.30 2.30 Insulation Sprinkler Ceiling 2.50 2.50 Lights 0.50 0.50 Joist 2.00 Mechanical 1.00 1.00 Misc 1.00 1.20 1.20 Total 5.80 psf 10.00 psf 12.00 psf Live Loads Residential 40 psf Page 5 of 51 ' G F10 F11 F12 F1 F2 F3 LL F4 F5 F6 F7 Fe f2 " F14 4 F134 - N LL LL r LL LL F107 F108 F1 9 F110 F111 F112 F113 - F114 -LLI � M LL L2 rn LL F135 LL LL F69 F68 F67 LL F66 F115 F116 F117 oN LL LL LL m LL F118 F119 FF1T201 F121 F122 F123 LL rn LL LL M F124 N F23 N LL F136 � r LL N LL F61 F60 LL .0 F125 F126 F1 7 F128 Lij F129 LL LL LL � LL r M F41 F40 1`38 F38 F37 F36 LL n LL LL F45 F44 V F43N LL M LL LL F33 F 2 F31 F30 m N F29` F137 Loads: Envelop Results FOUNDATION KEY PLAN - HOUSE COONS RESIDENCEA Page 6 of 51 F133 F99 F100 F101 � o w LL LL F70 F71 F72 F73 F74 F75 F76 F77LL o m LL LL � l^i 7 0 rn F131 F79 F80 F106 F10 LL LL LL F132 LL N m LL W � LL LL m LL 7 OJ m LL LL F89 F88 F87 F86 F85 F138 F139 F140 F141 Loads: Envelop Results FOUNDATION KEY PLAN - SHOP COONS RESIDENCEA1 m r D Z 2 O C U) m C7 O O z Cn X m Cl) 0 m z n m J100 E ■ J109 J110 J101 J111 J102 m J112 J103 J113 J104 J114 J105 ■ J115 J106 J116 J107 m J117 J108 J118 J205 �� — I J171 J145 J146 ■ J119 J206 JE J120 J207 J172 °i J74 ■ J147 ----JTJ J 121 J208 m J153 W J122 J198 J209 J154 J123 J199 JW J210 J155 J156 ■ J124 J125 J211 ■ J200 J201 m J212 J157 J126 J202 J213 W J158 W J127 J203 ■ J214 J159 J128 J204 J215 ■ J160 ■ J129 163 J222 _�� m J216 J26 J161 J25 J130 16q� IW J223 ° J217 J168 w J148 w J131 B34 J33 ■ J32 ■ J31 ■ J218 J219 �,;,J169 J28 J149 J27 J132 J133 J226 J227 w J220 ■ J181 J182 ■ J134 J228 o J221 J30 J177 ■ J29 m J183 m J135 J136 J184 J229 J230 ■ J178 a J185 J137 J231 m N J179 J186 ■ J138 J139 J187 J180 ■ J232 J233 J193 J188 J140 J234 J194 Q7 u J189 �w J141 J195 J190 J142 J196 J191 J143 J197 • J192 J144 A I co 0- � L48 ■ 848 ~ 8H ' 6H ' OM 9LLf oLzr m bUr 69zr = I ELIr 89zr 7)Lr L9zr Sza �Zzr 99zr OZZf v m S9Zf Wr 49zr 8 W E9zr uzr z9zr 648 mr I WU S6zr oszr nu 69zr au 89zr 9r ZW LSzr 06Zr 69zr 66Zf 9SZr N oszr S9zr 00 L8Zr £I £f 6ozr 49zr 911Z L£r = 8ozr M ESzr 58ZE - Lou ; z9zr o�£r 48-A 9ozr ESzr £—�soc 9ozr oszr zazr so= boZf 64Zf Z9f ' E9r Lo£r Eozr 84Zr T8zr 95'rr zozr L4Zr o8zr So£r Lou 94zr sLzr 4o£r oozr S4zr BLzr — 66v bbzr LLzr 961r £bzr 9Lzr L6V Z4Zf 9LZf 96 v Nu 4LZr 06 961r obzr a £LZr m al 46V 6EZf 00 ZLzr = Mr 8£zf LLZf Mr L£zr 4£zr =I WV 9£zr ESzr - o6z S£Zr ZEZf ZH lH E£H LL] M m ■ w U m Z w 0 w v7 O O U LU U) O D O O i = L ' 0� Z W J d d d W Y EL: Page 9 of 51 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead ■ m 0 D o� H19 i NI �I ml m g60 , TRUSS56 . H21 H17 u� m B41 . B42 B43 a O O N M 7 i(1 w n cO 0)O N M O N M 7 i(1 w n cO 0)0 m 0 0 0 0 0 0 0 0 0 0 0 � N N N N N N N N N N M O n M m B38 B39 T B52 0 B53 B54 UPPER FLOOR KEY PLAN - SHOP I COONS RESIDENCEA EL: Page 10 of 51 H1 H2 H3 1 — — Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead 14 m H5 I 2� E24 ^I CK 2 T$USS32 M 7 M E25 H �I �I = 633 �I 1126 H14 1±13 , H12 H11 I H10 ROOF KEY PLAN - SHOP COONS RESIDENCEA Page 11 of 51 =1 =1 I H21 R54 R59 M ml R53 R58 R57 H22 E127 o rn M � � N_ N co 34 co Z rn o _ 0 v B28 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead ROOF KEY PLAN - SHOP COONS RESIDENCEA Page 12 of 51 Page 13 of 51 Page 14 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Wood Material Properties I nK.1 Tme r)nfnknen Qneniee r:rnrle Cm Gmnrl Ain Therm rlenerirfff 1 DF#1 Solid Sawn Visually Graded Douglas Fir -Larch No.1 1 .3 .3 .035 2 DF#2 Solid Sawn Visually Graded Douglas Fir -Larch No.2 1 .3 .3 .035 3 HF#2 Solid Sawn VisualIv Graded Hem -Fir No.2 1 .3 .3 .035 4 HF STUD Solid Sawn Visually Graded Hem -Fir Stud 1 .3 .3 .035 5 24F-1.8E DF Balan... Glulam NDS Table 5A 24F-1.8E DF BAL na 1 .3 .3 .035 6 24F-1.8E DF Unbal.. Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 .3 .3 .035 7 PARALLAM SCL TrusJoist 2.0E DF Parallam PSL na 1 .3 .3 .035 8 LVL SCL TrusJoist 1.9E TimberStrand LSL na 1 .3 .3 .035 9 PT 4x Post Custom N/A PT 4x Post na 1 .3 .3 .035 10 PT 6x Post Custom N/A PT 6x Post na 1 .3 .3 .035 11 PT 10 Custom N/A PT 10" na 1 .3 .3 .06 12 PT 12 Custom N/A PT 12" na 1 .3 .3 .06 13 PT 6x12 Custom N/A PT 6x12 max na 1 .3 .3 .035 14 PT 6x16 Custom N/A PT 6x16 max na 1 .3 .3 .035 15 RIGID Custom N/A RIGID na 1 .3 .3 .035 Custom Wood Properties I ohcl Ph r4cl F4 rLcil Fv M-il Fr rLcil F Ncil Fr1F r4cil Tvnn r`F 1 LVL_PRL_1.5E_2.. 2.25 1.5 .22 1.95 1500 1005 SCL 2 LVL_PRL HE 2... 2.9 1.9 .2851W 2.75 2000 1340 SCL 3 LVL_Microllam_1... 2.6 1.555 .285 2.51 1900 1273 SCL 4 PSL_Parallam 2.... 2.9 2.025 .29 2.9 2000 1340 SCL 5 PSL_ Parallam_1.... 2.4 1.755 .18 2.5 1800 1206 SCL 6 LSL TimberStran... 2.325 1.07 .31 2.05 1550 1038.5 SCL 7 LSL TimberStran... 1.7 1.075 .4 1.4 1300 871 SCL 8 King Beam 3 2 .3 1.8 2300 1541 UsuallyG... 9 PT 4x Post .68 .42 .12 1.04 1235 447 UsuallyG... 10 PT 6x Post .46 .3 .112 .46 1045 380 VsuallyG... 11 PT 10" .748 .42 .12 1.04 1235 447 VisuallyG... 12 PT 12" .68 .42 .12 1.04 1235 447 VsuallyG... 13 PT 6x12 max .54 .28 .112 .4 1045 380 VsuallyG... 14 PT 6x16 max .525 .28 .112 .4 1045 380 Visually G... 15 RIGID 1000 1000 1000 1000 1e+6 le+6 UsuallyG... Deck General Properties I ohd RAof-ioI T- rlonir I I n hro-A RI RA-Qnonrf+l 1 None Wood Deck 0 in 50 50 2 Joist Floor Wood Deck .8 in 50 50 3 Truss Roof Wood Deck .5 in 50 50 4 Rafter Roof Wood Deck .5 in 50 50 5 Overhang Wood Deck .5 in 50 50 RISAFloor Version 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 1 Page 15 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Deck Loads I nhd T..n 1Ahv Q.1f1A/+ rlrefl Siinc r)i neofi rnne+ r11 rlrefl rnne+ I I rlrefl 1 None 2.917e-6 0 0 0 2 Joist Floor 002 0 .009 0 0 3 Truss Roof .001 .014 0 0 4 Rafter Roof .001 .013 0 0 5 Overhan .001 .005 0 0 Design Deflection Parameters I nhe1 r11 rlomw ni Rnfin I I rlefFinl I I P-,tLn r11 4.11 rinflnnl rll 4.11 R rn+cnnry rinflrinl Rm+in rn+cnnni rleflnnl Rnfin 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 14 SCL FLUSH 360 360 1 240 SL 360 None 360 17 14 1 JOIST 360 480 240 SL 360 None 360 Uniform Area Loads Line Loads: FOUNDATION Start Point End Point 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 k/ft No Data to Print ... Line Loads: MAIN FLOOR Start Point End Point 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 k/ft No Data to Print ... Line Loads: UPPER FLOOR (Zfnr+ Pninf Fnrl Pnin+ (Zfnr+ Prcr) F A D=r)I f (Z+nr+ Pnofni f Fnr1 Pne+r) C+nrf I I fL/Nl FnA I I rLIffi I I Tvne C+ rlvn I norIFLIffl Fnr1 rlun I n AN-ff+l 1 N1 N95 .05 .05 LL-Non An N95 N96 .05 3 N96 N97 .05 .05 LL-Non RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 2 Page 16 of 51 IIIRISA A NEMETSCHEK COMPANY Company Apr 1,2020 Designer 2:33 PM Job Number Checked By: Model Name Line Loads : UPPER FLOOR (Continued) Start Point End Point Start PreD... End PreDLr...Start PostDLr... End PostD... Start LLrk/ftl End LLrk/ftl LL TVDe St Dvn Loadrk/ftl End Dvn Loadrk/ftl 4 N97 N11 .05 .05 LL-Non 5 N11 N12 .05 .05 LL-Non 6 N12 N113 .05 .05 LL-Non 7 N113 N112 .05 .05 LL-Non 8 N112 N14 .05 .05 LL-Non 9 N14 N68 .05 .05 LL-Non 10 N68 N16 .05 .05 LL-Non 11 N16 N73 .05 .05 LL-Non 12 N73 N1 .05 .05 LL-Non 13 N37 N45 .05 .05 LL-Non 14 N45 N38 .05 .05 LL-Non 15 N38 N40 .05 .05 LL-Non 16 N40 N103 .05 .05 LL-Non 17 N103 N104 .05 .05 LL-Non 18 N104 N99 .05 .05 LL-Non 19 N99 N36 .05 .05 LL-Non 20 N36 N37 .05 .05 LL-Non Line Loads: ROOF Start Point End Pant Start PreD... End PreDL ...Start PostDL ... End PostlD Start LL Uft End LL[k/ftl LL Type St D n Load k/ft End D n Load k/ft No Data to Print ... Combinations Label Solve Cate... Fac...Cate... Fac... Cate ... Fac... Cate ... Fac...Cate... Factor Cate... Factor Cate... Factor Cate... Factor Cate... Factor Cate... Factor 1 Service Dead Yes DL 1 2 Service Dead + Live Yes DL 1 LL 3 Service D+ S Yes DL 1 SL 1 4 Service D + L + S Yes DL 1 LL .75 SL .75 Combination Design Label ASIF CD Service Hot Rolled ... Cold Forme... Wood Wood Prod... Concrete Masonry Connection 1 Service Dead .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 DO Check Loc ft Cat Shear Check Loc ft LC No Data to Print ... Beam Code Summary for Wood: MAIN FLOOR 3 1 B3 4X10 I No I DF#2 1 .522 1 3.409 1 2 1 .166 1 3.208 1 LL 1 .389 1 0 1 2 RISAFIoor Version 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 3 Page 17 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLOOR (Continued) Label Size EXDIICit Material Bendina C... LocI l LC DO Check Locrftl Cat Shear Check LocI l LC 4 B4 4X10 No DF#2 .583 3.275 2 .183 3.208 LL .479 6.417 2 5 B5 4X10 No DF#2 .625 3.521 2 .201 3.25 LL .436 6.5 2 6 B6 4X10 No DF#2 .546 2.74 2 .175 3.208 LL .419 0 2 7 B7 4X10 No DF#2 .687 3.208 2 .218 3.208 LL .517 0 2 8 B8 4X10 No DF#2 .687 3.208 2 .218 3.208 LL .52 6.417 2 9 B9 4X10 No DF#2 .063 1.042 2 .036 0 DL .09 0 2 10 B10 4X10 No DF#2 .037 1.123 2 .036 0 DL .067 1.767 2 11 B11 4X10 No DF#2 .603 3.344 2 .188 3.277 LL .47 6.421 2 12 B12 4X10 No DF#2 .683 3.342 2 .217 3.208 LL .538 6.417 2 13 B13 4X10 No DF#2 .449 2.622 2 .144 3.146 LL .329 6.292 2 14 B14 4X10 No DF#2 .641 3.275 2 .202 3.208 LL .502 0 2 15 B15 4X10 No DF#2 .632 3.476 2 .2 3.208 LL .445 6.417 2 16 B16 4X10 No DF#2 .048 1.042 2 .036 0 DL .065 2 2 17 B17 4X10 No DF#2 .033 .434 2 .036 0 DL .092 0 2 18 B18 4X10 No DF#2 .408 2.892 2 .114 2.833 LL .362 0 2 19 B19 4X10 No DF#2 .501 3.001 2 .15 3.001 LL .392 6.002 2 20 B20 4X10 No DF#2 .451 2.499 2 .12 2.666 LL .45 5.331 2 21 B21 4X10 No DF#2 .532 2.538 2 .15 2.833 LL .441 5.667 2 22 B22 4X10 No DF#2 .076 .813 2 .036 0 DL .119 0 2 23 J23 2X10 No HF#2 .204 3.896 2 .075 3.896 LL .117 7.792 2 24 J24 2X10 No HF#2 .028 1.479 2 .036 0 DL .045 2.958 2 25 J25 2X10 No HF#2 .216 3.896 2 .079 3.896 LL .124 7.792 2 26 J26 2X10 No HF#2 .03 1.479 2 .036 0 DL .047 2.958 2 27 J27 2X10 No HF#2 .231 3.896 2 .085 3.896 LL .133 7.792 2 28 J28 2X10 No HF#2 .032 1.479 2 .036 0 DL .05 2.958 2 29 J29 2X10 No HF#2 .064 2 2 .036 0 DL .075 4 2 30 J30 2X10 No HF#2 .188 3.375 2 .061 3.375 LL .127 6.75 2 31 J31 2X10 No HF#2 .053 1.781 2 .036 0 DL .07 3.563 2 32 J32 2X10 No HF#2 .02 1.094 2 .036 0 DL .043 2.188 2 33 J33 2X10 No HF#2 .106 2.5 2 .036 0 DL .099 5 2 34 B34 2-2X10 Yes HF#2 .456 7.279 2 .225 5.599 LL .219 10.75 2 35 B35 2-2X10 Yes HF#2 .081 1.195 2 .036 0 DL .095 3.375 2 36 B36 2-2X10 Yes HF#2 .015 1.688 2 .036 0 DL .018 3.375 2 37 J109 2X10 No HF#2 .388 4.375 2 .18 4.375 LL .217 8.75 2 38 J110 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 39 J111 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 40 J112 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 41 J113 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 42 J114 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 43 J115 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 44 J116 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 45 J117 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 46 J118 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 47 J119 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 48 J120 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 49 J121 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 50 J122 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page Page 18 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLOOR (Continued) Label Size Exdicit Material Bendina C... Locrftl LC DO Check Locrftl Cat Shear Check LocI l LC 51 J123 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 52 J124 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 53 J125 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 54 J126 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 55 J127 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 56 J128 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 57 J129 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 58 J130 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 59 J131 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 60 J132 2X10 No HF#2 .403 4.375 2 .187 4.375 LL .225 8.75 2 61 J133 2X10 No HF#2 .648 5.375 2 .34 5.375 LL .274 0 2 62 J134 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 63 J135 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 64 J136 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 65 J137 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 66 J138 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 67 J139 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 68 J140 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 69 J141 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 70 J142 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 71 J143 2X10 No HF#2 .655 5.375 2 .344 5.375 LL .276 0 2 72 J144 2X10 No HF#2 .388 4.375 2 .18 4.375 LL .217 8.75 2 73 J99 2X10 No HF#2 .237 3.896 2 .099 3.896 LL .153 7.792 2 74 J100 2X10 No HF#2 .311 3.896 2 .132 3.896 LL .201 7.792 2 75 J101 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 76 J102 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 77 J103 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 78 J104 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 79 J105 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 80 J106 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 81 J107 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 82 J108 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 83 J145 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 84 J146 2X10 No HF#2 .31 3.896 2 .132 3.896 LL .201 7.792 2 85 J147 2X10 No HF#2 .237 3.896 2 .099 3.896 LL .153 7.792 2 86 J153 2X10 No HF#2 .543 5.375 2 .283 5.375 LL .228 10.75 2 87 J154 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 88 J155 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 89 J156 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 90 J157 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 91 J158 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 92 J159 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 93 J160 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 94 J161 2X10 No HF#2 .543 5.375 2 .283 5.375 LL .228 10.75 2 95 J148 2X10 No HF#2 .247 3.896 2 .104 3.896 LL .16 7.792 2 96 J149 2X10 No HF#2 .247 3.896 2 .104 3.896 LL .16 7.792 2 97 J181 2X10 No HF#2 .571 5.375 2 .298 5.375 LL .24 10.75 2 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page Page 19 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLOOR (Continued) Label Size EXDIICit Material Bendina C... LocI l LC DO Check Locrftl Cat Shear Check LocI l LC 98 J182 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 99 J183 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 100 J184 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 101 J185 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 102 J186 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 103 J187 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 104 J188 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 105 J189 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 106 J190 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 107 J191 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 108 J192 2X10 No HF#2 .571 5.375 2 .298 5.375 LL .24 10.75 2 109 J205 2X10 No HF#2 .581 5.271 2 .301 5.271 LL .251 10.5421 2 110 J206 2X10 No HF#2 .629 5.271 2 .328 5.271 LL .272 10.5421 2 111 J207 2X10 No HF#2 .629 5.271 2 .328 5.271 LL .272 10.542 2 112 J208 2X10 No HF#2 .628 5.271 2 .327 5.271 LL .271 10.542 2 113 J209 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 114 J210 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 115 J211 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 116 J212 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.751 2 117 J213 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 118 J214 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 119 J215 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 120 J216 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 121 J217 2X10 No HF#2 .655 5.375 2 .345 5.375 LL .275 10.75 2 122 J218 2X10 No HF#2 .655 5.375 2 .345 5.375 LL .275 10.751 2 123 J219 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 124 J220 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 125 J221 2X10 No HF#2 .61 5.375 2 .32 5.375 LL .256 10.75 2 126 J177 2X10 No HF#2 .53 5.375 2 .276 5.375 LL .223 10.75 2 127 J178 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 128 J179 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 129 J180 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 130 J193 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 131 J194 2X10 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 132 J195 2X10 No HF#2 .077 2 2 .036 0 DL .103 4 2 133 J196 2X10 No HF#2 .077 2 2 .036 0 DL .103 4 2 134 J197 2X10 No HF#2 .062 2 2 .036 0 DL .083 4 2 135 J198 2X10 No HF#2 .135 2.875 2 .044 2.875 LL .124 5.75 2 136 J199 2X10 No HF#2 .162 2.875 2 .053 2.875 LL .148 5.75 2 137 J200 2X10 No HF#2 .162 2.875 2 .053 2.875 LL .148 5.75 2 138 J201 2X10 No HF#2 .162 2.875 2 .053 2.875 LL .148 5.75 2 139 J202 2X10 No HF#2 .162 2.875 2 .053 2.875 LL .148 5.75 2 140 J203 2X10 No HF#2 .162 2.875 2 .053 2.875 LL .148 5.75 2 141 J204 2X10 No HF#2 .162 2.875 2 .053 2.875 LL .148 5.75 2 142 J222 2X10 No HF#2 .269 3.668 2 .11 3.668 LL .188 7.336 2 143 J223 2X10 No HF#2 .227 3.668 2 .091 3.668 LL .158 7.336 2 144 J163 2X10 No HF#2 .006 .613 2 .036 0 DL .028 1.227 2 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page Page 20 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: MAIN FLOOR (Continued) Label Size Exdicit Material Bendina C... LocI l LC DO Check Locrftl Cat Shear Check LocI l LC No HF#2 .006 .613 2 .036 0 DL .028 1.227 2 No HF#2 .623 5.375 2 .327 5.375 LL .262 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .659 5.375 2 .347 5.375 LL .277 10.75 2 No HF#2 .623 5.375 2 .327 5.375 LL .262 10.75 2 No DF#2 .492 2.052 2 .102 2.01 LL .669 4.021 2 No DF#2 .275 .892 2 .045 1.427 LL .426 2.855 2 No HF#2 .032 1.479 2 .036 0 DL .058 2.958 2 No HF#2 .042 1.479 2 .036 0 DL .076 2.958 2 No HF#2 .032 1.479 2 .036 0 DL .058 2.958 2 No HF#2 .033 1.479 2 .036 0 DL .061 2.958 2 No HF#2 .033 1.479 2 .036 0 DL .061 2.958 2 Beam Code Summary for Wood: UPPER FLOOR I PhPI Ci7A FYnliriF Material Randinn (. I nrrftl I C ni fl Chark 1 nrrftl (.at Rhpnr Chark I rrrftl I C 1 H1 4X8 No DF#2 .091 1.747 3 .036 0 DL .073 3.354 4 2 H2 4X8 No DF#2 .088 1.865 4 .036 0 DL .091 3.729 2 3 H3 4X8 No DF#2 .553 1.893 4 .181 1.854 DL+LL .55 0 4 4 H4 4X8 No DF#2 .497 1.441 4 .133 1.582 DL+LL .63 0 4 5 H5 3.5X9FS No 24F-1.8E.. .787 3.482 4 .8 3.979 DL+LL .716 7.958 4 6 H6 4X8 No DF#2 .039 1.625 3 .036 0 DL .047 3.25 3 7 H7 4X8 No DF#2 .039 1.625 3 .036 0 DL .047 3.25 3 8 H8 4X8 No DF#2 .188 2.427 3 .063 2.427 DL+LL .151 4.854 3 9 H9 4X10 No DF#2 .794 2.458 3 .19 2.458 DL+LL .441 4.917 3 10 H10 3.5X9FS No 24F-1.8E.. .761 2.601 2 .382 2.601 DL+LL .603 4.896 2 11 H11 4X8 No DF#2 .004 1.625 1 .036 0 DL 1 .005 3.25 1 12 H12 4X8 No DF#2 .204 1.688 3 .048 1.688 DL+LL .237 3.375 3 13 H13 4X8 No DF#2 .199 1.667 3 .046 1.667 DL+LL .234 3.333 3 14 H14 4X8 No DF#2 .056 1.371 2 .036 0 DL .072 0 2 15 H15 4X8 No DF#2 .059 1.652 2 .036 0 DL .082 3.375 2 16 H16 3.5X10.5FS No 24F-1.8E.. .9 5.25 3 .979 5.25 DL+LL .68 0 3 17 H17 4X8 No DF#2 .088 1.625 3 .036 0 DL .107 0 3 18 H18 5.5X15FS No 24F-1.8E.. .594 12.911 4 .77 10.021 DL+LL .667 18.5 4 19 H19 4X8 No DF#2 .086 3.125 3 .037 3.125 DL+LL .054 6.25 3 20 H2O 4X8 No DF#2 .008 1.172 3 .036 0 DL .015 2.25 3 21 H21 4X8 No DF#2 .055 1.458 3 .036 0 DL .074 2.917 3 22 B" 5.25x11.875FS No PARALL... .671 9.685 4 .982 7.811 DL+LL .41 14.9971 4 23 B23 3.5x11.875FS No PARALL... .867 6.414 2 .881 6.157 LL .713 12.314 2 24 B24 7X11.875FS Yes PARALL... .691 8.614 2 1.042 8.442 DL+LL .424 0 2 25 B25 7x11.25FS No PARALL... .589 7.237 3 .914 8.099 DL+LL .301 16.542 3 26 B26 3.5x11.25FS No PARALL... .286 2.005 3 .138 2.578 DL+LL .352 3 27 B27 3.5x11.25FS No PARALL... .107 4.353 2 .077 4.353 LL .121 8.706 2 RISAFIoor Version 14.0.1 [CA ... 1... 1... 1... 12000120022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 7 Page 21 of 51 Company Apr 1,2020 PM 111RISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: UPPER FLOOR (Continued) Label Size EXDIICit Material Bendina C... Locl l LC DO Check Locrftl Cat Shear Check Locl l LC 28 B28 5.25x11.25FS No PARALL... .379 5.834 2 .836 17.502 LL .366 13.126 2 29 B29 1.75X11.875FS Yes LVL .057 5.156 2 .036 0 DL .02 10.313 2 30 B30 1.75X11.875FS Yes LVL .013 2.5 2 .036 0 DL .012 0 2 31 B31 5.25x11.875FS No PARALL... .758 7.55 3 .978 7.396 DL+LL .496 0 3 32 B32 3.5x11.25FS No PARALL... .716 6.774 2 .82 6.635 LL .543 0 2 33 H33 4X8 No DF#2 .055 2.172 4 .036 0 DL .09 3.208 4 34 B34 5.5X15FS No 24F-1.8E.. .609 10.913 3 .763 10.485 DL+LL .351 20.5421 3 35 B35 3.5X9FS No 24F-1.8E.. .71 5 3 .715 5 DL+LL .475 10.001 3 36 B37 6.75X21 FS No 24F-1.8E.. .899 18.062 4 .968 13.547 DL+LL .615 24.083 4 37 B38 5.5X19.5FS No 24F-1.8E.. .692 11.062 2 .894 11.062 DL+LL .421 22.125 4 38 B39 5.5X18FS No 24F-1.8E.. .692 10.559 2 .804 9.938 DL+LL .455 19.875 2 39 B40 5.25xl4FS No PARALL... .549 15.004 4 .96 11.869 DL+LL .474 21.499 4 40 B41 5.5X19.5FS No 24F-1.8E.. .694 11.063 2 .895 11.063 DL+LL .422 22.125 2 41 B42 5.25xl4FS No PARALL... .529 7.917 2 .714 7.917 DL+LL .364 0 2 42 B43 3.5xl4FS No PARALL... .042 2.021 2 .036 0 DL .109 0 2 43 B44 4X8 No DF#2 .376 2.208 2 .125 2.208 DL+LL .329 4.417 2 44 B45 4X8 No DF#2 .167 1.932 3 .039 1.749 DL+LL .169 3.499 3 45 B46 3.5X7.5FS No 24F-1.8E.. .702 3.958 3 .748 3.958 DL+LL .473 7.915 3 46 B47 4X8 No DF#2 .897 5.698 3 .705 5.698 DL+LL .306 11.396 3 47 B48 4X10 No DF#2 .681 6.052 3 .41 6.052 DL+LL .257 12.104 3 48 B49 4X10 No DF#2 .67 8.75 3 .58 8.75 DL+LL .174 17.5 3 49 B50 4X8 No DF#2 .329 2.5 3 .114 2.5 DL+LL .257 5 3 50 B51 4X10 No DF#2 .905 4.073 3 .395 4.161 DL+LL .548 0 3 51 B52 4X10 No DF#2 .74 5.688 3 .392 5.25 DL+LL .334 10.5 3 52 B53 4X10 No DF#2 .757 5.25 3 .398 5.25 DL+LL .312 10.5 3 53 B54 4X10 No DF#2 .74 4.813 3 .392 5.25 DL+LL .334 0 3 54 TRUSS54 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 55 TRUSS55 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 56 TRUSS56 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 57 R57 2X8 Yes HF#2 .943 5.25 3 .649 5.25 DL+LL .325 0 3 58 R58 2X8 Yes HF#2 .943 5.25 3 .649 5.25 DL+LL .325 0 3 59 TRUSS59 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 60 B60 2-2X10 Yes HF#2 .135 2.042 2 .036 0 DL .144 4.083 2 61 B61 2-2X10 Yes HF#2 .239 2.208 2 .056 2.208 LL .259 4.417 2 62 B65 4X8 No DF#2 .048 .75 3 .036 0 DL .127 1.5 3 63 J228 2X10 No HF#2 .073 2.208 2 .036 0 DL .089 4.417 2 64 J229 2X10 No HF#2 .094 2.208 2 .036 0 DL .114 4.417 2 65 J230 2X10 No HF#2 .073 2.208 2 .036 0 DL .089 4.417 2 66 R235 2X8 No HF#2 .858 5.25 3 .645 5.25 DL+LL .322 10.5 3 67 R236 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 68 R237 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 69 R238 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 70 R239 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 71 R240 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 72 R241 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 73 R242 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 74 R243 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 RISAFIoor Version 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LCIICALCSICOONS RESIDENCEA] Page Page 22 of 51 Company Apr 1,2020 PM 111RISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: UPPER FLOOR (Continued) I nhol Ci,c FvrJirh NAn4cri.1 P-Ii- r I -rftl I r n.fi rharlr I nrrfn rnf Chen rh PL, I r r l 1 r 75 R244 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 76 R245 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 77 R246 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 78 R247 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL .342 10.5 3 79 R248 2X8 No HF#2 .914 5.25 3 .686 5.25 DL+LL1 .342 10.5 3 80 R249 2X8 No HF#2 .858 5.25 3 .645 5.25 DL+LL .322 10.5 3 Beam Code Summary for Wood: ROOF I ahal .S'17P. Fxnlirif Material Renrlinn C I nrrftl I C nafl Chark I nrrftl Cat Shaar ('.hank I nrfftl 1 C 1 H1 4X8 No DF#2 .153 1.125 3 .036 0 DL .266 2.25 3 2 H2 4X8 No DF#2 .153 1.125 3 .036 0 DL .266 2.25 3 3 H3 4X8 No DF#2 .153 1.125 3 .036 0 DL .266 2.25 3 4 H4 4X8 No DF#2 .153 1.125 3 .036 0 DL .266 2.25 3 5 H5 4X8 No DF#2 1 .06 2.625 3 .036 0 DL 1 .045 5.25 3 6 H6 4X8 No DF#2 .063 4.778 3 .036 0 DL .147 4.852 3 7 H7 4X8 No DF#2 .013 1.708 3 .036 0 DL .015 3.417 3 8 H8 4X8 No DF#2 .013 1.698 3 .036 0 DL .014 3.396 3 9 H9 4X8 No DF#2 .413 2.346 3 .11 2.214 LL .223 4.25 3 10 H10 4X8 No DF#2 .025 1.677 3 .036 0 DL .029 3.354 3 11 H11 4X8 No DF#2 .025 1.677 3 .036 0 DL .029 3.354 3 12 H12 4X8 No DF#2 .339 1.677 3 .079 1.677 DL+LL .396 3.354 3 13 H13 4X8 No DF#2 .348 1.698 3 .082 1.698 DL+LL .402 3.396 3 14 H14 4X8 No DF#2 .546 2.125 3 .161 2.125 DL+LL .503 4.25 3 15 H15 4X8 No DF#2 .06 2.625 3 .036 0 DL .045 5.25 3 16 H16 4X8 No DF#2 .015 1.292 3 .036 0 DL .022 2.583 3 17 H17 4X8 No DF#2 .06 2.625 3 .036 0 DL .045 5.25 3 18 H18 4X8 No DF#2 .015 1.292 3 .036 0 DL .022 2.583 3 19 H19 4X8 No DF#2 .596 3.406 3 .242 3.406 LL .179 6.813 3 20 H2O 4X8 No DF#2 .1 3.375 3 .047 3.375 DL+LL .058 6.75 3 21 H21 4X8 No DF#2 .017 1.625 3 .036 0 DL .021 3.25 3 22 H22 4X8 No DF#2 .249 2.042 3 .07 2.042 DL+LL .238 4.083 3 23 B23 4X8 No DF#2 .21 2.438 3 .067 2.208 DL+LL .181 0 3 24 B24 2X6 No DF#2 .598 0 3 .183 2.5 LL .282 0 3 25 B25 2X6 No DF#2 .622 0 3 .198 2.5 LL .259 0 3 26 B26 2X6 No DF#2 .935 0 3 .389 3.5 LL .329 0 3 27 B27 2X6 No DF#2 .634 0 3 .203 2.5 LL .348 0 3 28 B28 2X6 No DF#2 .634 0 3 .203 2.5 LL .348 0 3 29 TRUSS29 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 30 TRUSS30 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 31 TRUSS31 NotDesi ned No RIGID No Calc 0 0 N/A No Calc 32 TRUSS32 2X6 No DF#2 .784 0 3 .261 2.5 LL .322 0 3 33 B33 2X8 No DF#2 .673 1.51 3 .343 5 LL .595 1.458 3 34 B34 2X6 No DF#2 .857 2.016 3 .587 4.5 LL .552 1.969 3 35 R35 2X8 No HF#2 .068 3.01 3 .036 0 DL .044 6.021 3 36 R36 2X8 No HF#2 .067 2.99 3 .036 0 DL .044 5.979 3 37 R37 2X8 No HF#2 .047 2.125 3 .036 0 DL .045 4.25 3 38 R38 2X8 No HF#2 .047 2.125 3 .036 0 DL .045 4.25 3 RISAFIoor Version 14.0.1 [CA..A... 1... 1... \2000\20022 Coons Residence_LCIICALCSICOONS RESIDENCEA] Page 9 Page 23 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: ROOF (Continued) Exdicit Material Bendina C... Locrftl LC Defl Check Locrftl Cat Shear Check LocI l LC No HF#2 .159 3.375 3 .084 3.375 LL .092 6.749 3 No HF#2 .159 3.375 3 .084 3.375 LL .092 6.749 3 No HF#2 .173 3.375 3 .105 3.375 LL .113 6.749 3 No HF#2 .173 3.375 3 .105 3.375 LL .113 6.749 3 No HF#2 .091 2.125 3 .037 2.125 LL .098 4.25 3 No HF#2 .091 2.125 3 .037 2.125 LL .098 4.25 3 No HF#2 .152 2.99 3 .073 2.99 LL .1 5.979 3 No HF#2 .154 3.01 3 .074 3.01 LL .101 6.021 3 No HF#2 .375 4.955 3 .128 4.955 DL+LL .172 9.909 3 No HF#2 .375 4.955 3 .128 4.955 DL+LL .172 9.909 3 No HF#2 .06 2.042 3 .036 0 DL .086 4.083 3 No HF#2 .124 2.962 3 .036 0 DL .122 0 3 No HF#2 .133 2.962 3 .036 0 DL .125 5.924 3 Beam Design for Wood Products : FOUNDATION Label Size Ex lice Vmax k V k Mmax k-0 M'r k-ft Max Start Reactio... Max End R...Min Start R...Min End R... No Data to Print ... Beam Design for Wood Products : MAIN FLOOR Label Size Ex lict Vmax k V k 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 : UPPER FLOOR Label Size Explicit Vmaxrkl V'rkl Mmaxrk-ftl M'rrk-ftl Max Start Reacts... Max End R...Min Start R...Min End R 1 J62 11-7/8 BC 1600... Yes -.08 1.675 -.075 4.06 .08 .08 .021 .021 2 J63 11-7/8 BC 1600... Yes .067 1.675 -.037 4.06 .067 .067 .017 .017 3 J64 11-7/8 BC1600... Yes -.042 1.675 -.023 4.06 .042 .042 .013 .014 4 J98 14 BC16000-1.... Yes .584 1.925 -2.627 4.815 .584 .584 .149 .149 5 J99 14 BCl 6000-1.... Yes -.64 1.925 1 -2.879 4.815 .64 .64 .161 .161 6 J100 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 7 J101 14 BCl 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 8 J102 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 9 J103 14 BC16000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 10 J104 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 11 J105 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 12 J106 14 BCl 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 13 J107 14 BCl 6000-1•••• Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 14 J108 14 BCl 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 15 J109 14 BC16000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 16 J110 14BCl 6000-1•••• Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 17 J111 14 BCl 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 18 J112 14 BCl 6000-1•••• Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 19 J113 14 BCl 6000-1.... Yes .584 1.925 -2.627 4.815 .584 .584 .149 .149 20 J120 14 BCl 6000-1.... Yes -.625 1.925 -2.813 4.815 .625 .625 .158 .158 21 J121 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 22 J122 14 BCl 6000-1•••• Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 10 Page 24 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products: UPPER FLOOR (Continued) Label Size Explicit Vmaxlkl Vlkl Mmaxlk-ftl M'rlk-ftl Max Start Reacts... Max End R...Min Start R...Min End R 23 J123 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 24 J124 14 BCI 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 25 J125 14 BCl 6000-1.... Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 26 J126 14 BCI 6000-1•••• Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 27 J127 14 BCI 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 28 J128 14 BCI 6000-1•••• Yes -.64 1.925 -2.879 4.815 .64 .64 .161 .161 29 J129 14 BCI 6000-1.... Yes .64 1.925 -2.879 4.815 .64 .64 .161 .161 30 J130 14BCI 6000-1•••• Yes .625 1.925 -2.813 4.815 .625 .625 .158 .158 31 J115 14 BCl 6000-1.... Yes -.369 1.925 -1.246 4.815 .369 .369 .097 .097 32 J116 14 BCI 6000-1.... Yes .48 1.925 -1.619 4.815 .48 .48 .121 .121 33 J117 14 BCI 6000-1.... Yes .369 1.925 -1.246 4.815 .369 .369 .097 .097 34 J 190 11-7/8 BC 1600... Yes .544 1.675 -2.25 4.06 .544 .544 .136 .136 35 J191 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 36 J192 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 37 J193 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 38 J194 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 39 J195 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 40 J196 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 41 J197 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 42 J198 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 43 J199 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 44 J200 11-7/8 BC1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 45 J201 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 46 J202 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 47 J203 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 48 J204 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 49 J205 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 50 J206 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 51 J207 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 52 J208 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 53 J209 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 54 J210 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 55 J211 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 56 J212 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 57 J213 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 58 J214 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 59 J215 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 60 J216 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 61 J217 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 62 J218 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 63 J219 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 64 J220 11-7/8 BC 1600... Yes .585 1.675 -2.421 4.06 .585 .585 .145 .145 65 J221 11-7/8 BC 1600... Yes .544 1.675 -2.25 4.06 .544 .544 .136 .136 66 J235 11-7/8 BC 1600... Yes .46 1.675 -1.551 4.06 .46 .46 .115 .115 67 J236 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 68 J237 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 69 J238 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 11 Page 25 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products: UPPER FLOOR (Continued) Label Size Exolicit Vmaxrkl vrkl Mmaxrk-ftl M'rrk-ftl Max Start Reactio... Max End R...Min Start R...Min End R 70 J239 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 71 J240 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 72 J241 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 73 J242 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 74 J243 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 75 J244 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 76 J245 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 77 J246 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 78 J247 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 79 J248 11-7/8 BC 1600... Yes .478 1.675 -1.612 4.06 .478 .478 .119 .119 80 J249 11-7/8 BC1600... Yes -.603 1.675 -2.568 4.06 .544 .603 .137 .15 81 J250 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 82 J251 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 83 J252 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 84 J253 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 85 J254 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 86 J255 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 87 J256 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 88 J257 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 89 J258 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 90 J259 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 91 J260 11-7/8 BC 1600... Yes -.611 1.675 -2.639 4.06 .611 .611 .152 .152 92 J261 11-7/8 BC1600... Yes -.584 1.675 -2.419 4.06 .548 .584 .138 .146 93 J262 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 94 J263 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 95 J264 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 96 J265 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 97 J266 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 98 J267 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 99 J268 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 100 J269 11-7/8 BC 1600... Yes .246 1.675 -.428 4.06 .246 .246 .061 .061 101 J270 11-7/8 BC 1600... Yes .237 1.675 -.412 4.06 .237 .237 .059 .059 102 J172 11-7/8 BC1600... Yes .141 1.675 -.178 4.06 .141 .141 .036 .036 103 J173 11-7/8 BC 1600... Yes .178 1.675 -.225 4.06 .178 .178 .044 .044 104 J174 11-7/8 BC1600... Yes .178 1.675 -.225 4.06 .178 .178 .044 .044 105 J175 11-7/8 BC1600... Yes .141 1.675 -.178 4.06 .141 .141 .036 .036 106 J232 11-7/8 BC 1600... Yes .248 1.675 -.494 4.06 .248 .248 .063 .063 107 J233 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 108 J234 11-7/8 BC1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 109 J271 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 110 J272 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 111 J273 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 112 J274 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 113 J275 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 114 J276 11-7/8 BC 1600... Yes .282 1.675 -.56 4.06 .282 .282 .07 .07 115 J277 11-7/8 BC 1600... Yes -.276 1.675 -.54 4.06 .246 .276 .062 .069 116 J278 11-7/8 BC 1600... Yes -.211 1.675 -.314 4.06 .211 .211 .052 .052 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 12 Page 26 of 51 Company Apr 1,2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Design for Wood Products: UPPER FLOOR (Continued) I nhal Ci,a FvnliriF \/-rkl \Prkl RA-rlr-fl M'rrk-ffl AAnvQtnrf Panp+Ll hAnvFnA R RAin Rtnrf R RAin FnA R 117 J279 11-7/8 BC 1600... Yes -.211 1.675 -.314 4.06 .211 .211 .052 .052 118 J280 11-7/8 BC 1600... Yes -.211 0 1.675 -.314 4.06 .211 .211 .052 .052 119 J281 11-7/8 BC 1600... Yes -.186 1.675 -.277 4.06 .186 .186 .047 .047 120 J282 11-7/8 BC 1600... Yes .076 1.675 -.042 4.06 .076 .076 .019 .019 121 J283 11-7/8 BC 1600... Yes .077 1.675 -.042 4.06 .077 .077 .019 .019 122 J284 11-7/8 BC 1600... Yes .077 1.675 -.042 4.06 .077 .077 .019 .019 123 J285 11-7/8 BC 1600... Yes .077 1.675 -.042 4.06 .077 .077 .019 .019 124 J286 11-7/8 BC 1600... Yes .077 1.675 -.042 4.06 .077 .077 .019 .019 125 J287 11-7/8 BC 1600... Yes .077 1.675 -.042 4.06 .077 .077 .019 .019 126 J288 11-7/8 BC 1600... Yes -.207 1.675 -.314 4.06 .165 .207 .044 .053 127 J289 11-7/8 BC 1600... Yes .254 1.675 -.457 4.06 .254 .254 .063 .063 128 J290 11-7/8 BC1600... Yes .25 1.675 -.45 4.06 .25 .25 .062 .062 129 J303 11-7/8 BC1600... Yes .056 1.675 -.028 4.06 .056 .056 .014 .014 130 J304 11-7/8 BC1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 131 J305 11-7/8 BC 1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 132 J306 11-7/8 BC1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 133 J307 11-7/8 BC 1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 134 J308 11-7/8 BC1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 135 J309 11-7/8 BC1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 136 J310 11-7/8 BC1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 137 J311 11-7/8 BC 1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 138 J312 11-7/8 BC 1600... Yes .071 1.675 -.035 4.06 .071 .071 .018 .018 139 J313 11-7/8 BC 1600... Yes .056 1.675 -.028 4.06 .056 .056 .014 .014 Beam Design for Wood Products : ROOF Label Size Ex licit Vmaxk V k Mmax -ft M'rk-ft Max Start Reactio... Max End R...Min Start R...Min End R... No Data to Print ... Wood Column Code Checks Cfnrk I ift Chmm r. nrla f:h Flavrftl I f` Chaar f.h Flavrffl nir I r.. Fr' rkcl Ft' rkcil Fh1' rkcil Fh9' rkcil Fv' rkcl Fnn 1 P1 1 4X4 .145 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 2 P2 1 4X4 .222 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 3 P3 1 4X4 .229 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 4 P4 1 4X4 .260 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 5 P5 1 4X4 .255 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 6 P6 1 4X4 .269 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 7 P7 1 4X4 .288 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 8 P8 1 4X4 .182 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 9 P9 1 4X4 .485 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 10 2 2-2X6 .640 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 11 P10 1 4X4 .531 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 12 2 2-2X6 .717 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 13 P11 1 4X4 .614 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 14 2 2-2X6 .843 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 15 P12 1 4X4 .132 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 16 P13 1 4X4 .278 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LCIICALCSICOONS RESIDENCEA] Page 13 Page 27 of 51 IIIRISA A NEMETSCHEK COMPANY Company Apr 1,2020 Designer 2:33 PM Job Number Checked By: Model Name Wood Column Code Checks (Continued) Stack Lift Shane Code Ch... Elevrftl LC Shear Ch... Elevrftl Dir LC Fc' rksl Ft' NO Fb1' rksil Fb7 rksil Fv rksl Ean 17 P14 1 4X4 .256 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 18 P15 1 4X4 .248 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 19 P16 1 4X4 .277 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 20 P17 1 4X4 .149 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 21 P18 1 4X4 .109 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 22 2 2-2X6 .143 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 23 P19 1 4X4 .124 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 24 P20 1 4X4 .208 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 25 P21 1 4X4 .233 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 26 P22 1 4X4 .242 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 27 P23 1 4X4 .167 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 28 P24 1 4X4 .494 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 29 2 4-2X4 .896 15 2 .000 15 z 4 .334 .44 .742 .817 .15 3.6.3 30 P25 1 4X4 .029 4 2 .000 4 z 4 1.068 .63 1.02 1.02 .12 3.6.3 31 2 2-2X4 .049 15 2 .000 15 z 4 .334 .44 .74 .817 .15 3.6.3 32 P26 1 2-2X6 .251 15 4 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 33 P27 1 2-2X6 .457 15 4 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 34 P28 1 2-2X6 .144 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 35 P29 1 2-2X6 .498 15 4 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 36 P30 1 3-2X6 .767 15 3 .000 15 z 4 .552 .46 .774 .893 .172 3.6.3 37 2 2-2X6 .696 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 38 P31 1 2-2X6 .594 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 39 P32 1 2-2X6 .629 15 4 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 40 P33 1 2-2X6 .276 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 41 P34 1 2-2X6 .572 15 4 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 42 P35 1 2-2X6 .429 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 43 P36 1 2-2X6 .153 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 44 2 2-2X6 .945 23 3 .034 23 z 3 .191 .46 .773 .893 .172 3.9-3 45 P37 1 2-2X6 .238 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 46 P38 1 2-2X6 .186 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 47 P39 1 2-2X6 .273 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 48 P40 1 2-2X6 .018 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 49 P41 1 3-2X6 .996 15 3 .000 15 z 4 .552 .46 .774 .893 .172 3.6.3 50 2 2-2X6 .732 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 51 P42 1 2-2X6 .055 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 52 P43 1 2-2X6 .648 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 53 P45 1 2-2X6 .562 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 54 P46 1 2-2X6 .559 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 55 P47 1 2-2X6 .339 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 56 P48 1 2-2X6 .451 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 57 P49 1 2-2X6 .432 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 58 P50 1 2-2X6 .527 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 59 P51 1 2-2X6 .371 15 3 .000 15 z 4 .504 .46 .771 .893 .172 3.6.3 60 P52 1 2-2X6 .583 15 4 .000 15 z 4 .504 .46 .771 .893 .172 3.6.3 61 P53 1 3-2X6 .823 15 4 .000 15 z 4 .552 .46 .774 .893 .172 3.6.3 62 P54 1 5-2X6 .834 15 4 .000 15 z 4 .504 .46 .775 .893 .172 3.6.3 63 P55 1 3-2X6 .741 15 4 .000 15 z 4 .504 .46 .774 .893 .172 3.6.3 RISAFIoorVersion 14.0.1 [CA ... 1... 1... 1... \2000\20022 Coons Residence_LUCALMCOONS RESIDENCEA] Page 14 Page 28 of 51 IIIRISA A NEMETSCHEK COMPANY Company Apr 1,2O20 Designer 2:33 PM Job Number Checked By: Model Name Wood Column Code Checks (Continued) Stack Lift Shane Code Ch... Elevfftl LC Shear Ch... Elevfftl Dir LC Fc' fksl Ft' fksil Fb1' fksil Fb2' fksil Fv' fksl Ean 64 P56 1 3-2X6 .742 15 4 .000 15 z 4 .504 .46 .774 .893 .172 3.6.3 65 P57 1 2-2X6 .309 15 3 .000 15 z 4 .504 .46 .771 .893 .172 3.6.3 66 P58 1 2-2X6 .160 15 3 .000 15 z 4 .22 .46 .771 .893 .172 3.6.3 67 2 2-2X6 .148 23 3 .000 23 z 4 .22 .46 .773 .893 .172 3.6.3 68 P59 1 2-2X6 .132 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 69 P60 1 2-2X6 .272 15 4 .000 15 z 4 .504 .46 .771 .893 .172 3.6.3 70 P61 1 2-2X6 .650 15 3 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 71 P62 1 2-2X6 .064 15 4 .000 15 z 4 .552 .46 .771 .893 .172 3.6.3 72 P63 1 3-2X6 .740 15 4 .000 15 z 4 .504 .46 .774 .893 .172 3.6.3 73 P64 1 6X8 .817 15 4 .000 15 z 4 .658 .949 1.375 1.38 .196 3.6.3 74 2 2-2X6 .095 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 75 P65 1 4X4 .425 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 76 P66 1 4X4 .725 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 77 P67 1 4X4 .725 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 78 P68 1 4X4 .425 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 79 P69 1 6X6 .436 15 3 .000 15 z 4 .418 .345 .529 .529 .129 3.6.3 80 P70 1 4X4 .325 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 81 P71 1 4X4 .560 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 82 P72 1 4X4 .710 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 83 P73 1 4X4 .705 15 3 .000 15 z 4 .329 .724 1.173 1.173 .138 3.6.3 84 P74 1 2-2X6 .120 15 2 .000 15 z 4 .48 .4 .671 .776 .15 3.6.3 85 P75 1 2-2X6 .111 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 86 P76 1 2-2X6 .111 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 87 P77 1 2-2X6 .392 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 88 P78 1 2-2X6 .820 23 3 .033 23 z 3 .552 .46 .773 .893 .172 3.9-3 89 P79 1 2-2X6 .698 23 3 .043 23 v 3 .552 .46 .773 .893 .172 3.9-3 90 P80 1 2-2X6 .001 23 3 .000 23 z 3 1265 1495 1476.8111719.25 1150 3.9-3 91 P81 1 2-2X6 .373 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 92 P82 1 2-2X6 .026 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 93 P83 1 2-2X6 .310 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 94 P84 1 2-2X6 .197 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 95 P44 1 2-2X6 .197 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 96 P85 1 2-2X6 .029 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 97 P86 1 2-2X6 .029 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 98 P87 1 2-2X6 .871 23 3 .035 23 z 3 .552 .46 .773 .893 .172 3.9-3 99 P88 1 2-2X6 .871 23 3 .035 23 z 3 .552 .46 .773 .893 .172 3.9-3 100 P89 1 2-2X6 .095 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 101 P90 1 2-2X6 .073 23 3 .000 23 z 4 .552 .46 .773 .893 .172 3.6.3 Page 29 of 51 RO55 Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 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 58.501,75.082 60.415,75.082 1.9 2.25 F1 FOUNDATION Base N1 N2 Concrete Conc3000NV1 16 883 OK F2 60.415,75.082 64.057,75.082 3.6 6.57 F2 FOUNDATION Base N2 N3 Concrete Conc3000NV1 16 1353 OK F3 64.057,75.082 6s.6zz,75.osz 4.6 7.88 F3 FOUNDATION Base N3 N4 Concrete Conc3000NV� 16 1295 OK F4 68.622,75.082 75.363,75.082 6.7 12.39 F4 FOUNDATION Base N4 N5 Concrete Conc3000NV� 16 1378 OK F5 75.363,75.082 80.038,75.082 4.7 11.93 F5 FOUNDATION Base N5 N6 Concrete Conc3000NV� 16 1913 OK F6 80.038,75.os2 85.402,75.082 5.4 3.67 F6 FOUNDATION Base N6 N7 Concrete Conc3000NV� 16 513 OK F7 85.402,75.082 89.095,75.082 3.0 13.82 F7 FOUNDATION Base N7 N8 Concrete Conc3000NV� 36 1535 OK F8 89.095,75.082 91.003,75.os2 1.9 4.41 F8 FOUNDATION Base N8 N9 Concrete Conc3000NV1 16 1735 OK F9 91.003,75.082 91.003,77.o8z 2.0 3.60 F9 FOUNDATION Base N9 N10 Concrete Conc3000NV1 16 1352 OK F10 91.003,77.082 93.665,77.082 2.7 2.15 F10 FOUNDATION Base N10 N11 Concrete Conc3000NV� 16 604 OK F11 93.665,77.082103.154,77.082 9.5 7.63 F11 FOUNDATION Base N11 N12 Concrete Conc3000NV� 16 603 OK F12 103.154,77.082105.999,77.082 2.8 2.25 F12 FOUNDATION Base N12 N13 Concrete Conc3000NV� 16 592 OK F13 105.999,77.082105.999,75.082 2.0 4.00 F13 FOUNDATION Base N13 N14 Concrete Conc3000NV� 16 1500 OK F14 105.999,75.082107.501,75.08'e 1.5 3.98 F14 FOUNDATION Base N14 N15 Concrete Conc3000NV� 16 1988 OK F15 107.501,75.082107.501,73.32E 1.8 1.35 F15 FOUNDATION Base N15 N16 Concrete Conc3000NV1 16 579 OK F16 107.501,73.32f1o7.sD1,7o.4of 2.9 2.50 F16 FOUNDATION Base N16 N17 Concrete Conc3000NV� 16 642 OK F17 107.501,7o.4of1o7.501,67.434 3.0 1.44 F17 FOUNDATION Base N17 N18 Concrete Conc3000NV� 16 362 OK F18 107.501,67.434107.501,63.525 3.9 4.38 F18 FOUNDATION Base N18 N19 Concrete Conc3000NV� 16 841 OK F19 107.501,63.52�107.501,60.o4E 3.5 6.85 F19 FOUNDATION Base N19 N20 Concrete Conc3000NV� 16 1475 OK F20 107.501,60.04E107.501,57.07� 3.0 1.41 F20 FOUNDATION Base N20 N21 Concrete Conc3000NV� 16 357 OK F21 107.501,57.075107.501,53.85� 3.2 6.18 F21 FOUNDATION Base N21 N22 Concrete Conc3000NV1 16 1437 OI< F22 107.501,53.85�107.501,51.582 2.3 2.35 F22 FOUNDATION Base N22 N23 Concrete Conc3000NV1 16 775 OK F23 107.501,51.582104.001,51.ss2 3.5 6.83 F23 FOUNDATION Base N23 N24 Concrete Conc3000NV1 16 1464 OK F24 104.001,51.582104.001,47.8s4 3.7 2.44 F24 FOUNDATION Base N24 N25 Concrete Conc3000NV� 16 494 OK F25 104.001,47.884104.001,44.832 3.1 1.70 F25 FOUNDATION Base N25 N26 Concrete Conc3000NV� 16 418 OK F26 104.001,44.832104.001,41.60� 3.2 6.58 F26 FOUNDATION Base N26 N27 Concrete Conc3000NV� 16 1530 OK F27 104.001,41.60�104.001,36.59� 5.0 3.99 F27 FOUNDATION Base N27 N28 Concrete Conc3000NV� 16 598 OK F28 104.001,36.595104.001,34.08'e 2.5 4.15 F28 FOUNDATION Base N28 N29 Concrete Conc3000NV1 16 1235 OK F29 104.001,34.082101.793,34.082 2.2 2.75 F29 FOUNDATION Base N29 N30 Concrete Conc3000NV� 16 934 OK F30 101.793,34.082 96.548,34.082 $.2 4.62 F30 FOUNDATION Base N30 N31 COnCrete ConC3000NV� 16 660 OK F31 96.548,34.082 92.841,34.082 3.7 3.27 F31 FOUNDATION Base N31 N32 Concrete Conc3000NV� 16 662 OK F32 92.841,34.082 88.977,34.082 3.9 3.87 F32 FOUNDATION Base N32 N33 Concrete Conc3000NV� 16 751 OK F33 88.977,34.082 86.792,34.082 2.2 1.78 F33 FOUNDATION Base N33 N34 Concrete Conc3000NV� 16 609 OK F34 86.792,34.082 86.792,35.34 1.3 1.29 F34 FOUNDATION Base N34 N35 Concrete Conc3000NV1 16 766 OK F35 86.792,35.34 86.792,39.082 4.5 16.47 F35 FOUNDATION Base N35 N36 Concrete Conc3000NV1 22 1997 OK F36 86.792,39.082 84.684,39.082 2.1 1.74 F36 FOUNDATION Base N36 N37 Concrete Conc3000NV1 16 619 OK F37 84.684,39.082 79.9,39.082 4.8 3.42 F37 FOUNDATION Base N37 N38 Concrete Conc3000NV� 16 536 OK F38 79.9,39.082 77.79z,39.o8z 2.1 1.56 F38 FOUNDATION Base N38 N39 Concrete Conc3000NV� 16 555 OK F39 77.792,39.082 76.117,39.082 1.7 1.08 F39 FOUNDATION Base N39 N40 Concrete Conc3000NV� 16 485 OK F40 76.117,39.os2 73.175,39.os2 2.9 2.02 F40 FOUNDATION Base N40 N41 Concrete Conc3000NV� 16 514 OK F41 73.175,39.os2 72.001,39.os2 1.2 0.85 F41 FOUNDATION Base N41 N42 Concrete Conc3000NV1 16 540 OK F42 72.001,39.082 72.001,37.082 2.0 3.99 F42 FOUNDATION Base N42 N43 Concrete Conc3000NV� 16 1497 OK F43 7z.001,37.osz 69.06,37.082 2.5 11.44 F43 FOUNDATION Base N43 N44 Concrete Conc3000NV� 30 1831 OK F44 69.06,37.082 61.354,37.082 7.7 1.00 F44 FOUNDATION Base N44 N45 Concrete Conc3000NV� 16 97 OK F45 61.354,37.082 58.501,37.082 2.9 7.48 F45 FOUNDATION Base N45 N46 Concrete Conc3000NV� 16 1964 OK F46 58.501,37.os2 58.501,40.508 3.4 5.30 F46 FOUNDATION Base N46 N47 Concrete Conc3000NV� 16 1160 OK F47 58.501,40.508 58.601,43.731 3.2 2.06 F47 FOUNDATION Base N47 N48 Concrete Conc3000NV1 16 480 OK F48 58.501,43.73158.501,47.926 4.2 6.18 F48 FOUNDATION Base N48 N49 Concrete Conc3000NV1 16 1104 OK F49 58.501,47.926 58.501,52.863 4.9 3.16 F49 FOUNDATION Base N49 N50 Concrete Conc3000NV� 16 479 OK F50 58.so1,sz.s63 58.501,56.172 3.3 2.07 F50 FOUNDATION Base N50 N51 Concrete Conc3000NV� 16 469 OK F51 58.501,56.172 58.501,58.54 2.4 1.35 F51 FOUNDATION Base N51 N52 Concrete Conc3000NV� 16 428 OK F52 58.501,58.54 58.501,62.169 3.6 2.70 F52 FOUNDATION Base N52 N53 Concrete Conc3000NV� 16 557 OK F53 58.501,62.169 58.501,66.332 4.2 8.36 F53 FOUNDATION Base N53 N54 Concrete Conc3000NV� 16 1506 OK F54 58.501,66.332 58.601,68.711 2.4 1.76 F54 FOUNDATION Base N54 N55 Concrete Conc3000NV� 16 554 OK F55 58.501,68.71158.501,73.104 4.4 2.68 F55 FOUNDATION ease N55 N56 Concrete Conc3000NV1 16 458 OK F56 58.501,73.10458.501,75.08� 2.0 2.09 F56 FOUNDATION Base N56 N1 Concrete Conc3000NV1 16 791 OK F57 77.792,39.08277.792,40.86� 1.8 0.84 F57 FOUNDATION Base N39 N57 Concrete Conc3000NV� 16 355 OK F58 77.792,40.86�77.792,44.127 3.3 4.96 F58 FOUNDATION Base N57 N58 Concrete Conc3000NV� 16 1140 OK F59 77.792,44.127 77.792,45.04 0.9 0.79 F59 FOUNDATION Base N58 N59 Concrete Conc3000NV� 16 646 OK F60 77.792,45.04 74.216,45.04 3.6 4.63 F60 FOUNDATION Base N59 N60 Concrete Conc3000NV� 16 972 OK F61 74.216,45.04 71.772,45.04 2.4 4.74 F61 FOUNDATION Base N60 N61 Concrete Conc3000NV1 16 1455 OK F62 71.772,45.04 71.772,47.54 2.5 3.29 F62 FOUNDATION Base N61 N62 Concrete Conc3000NV1 16 986 OK F63 71.772,47.5471.772,51.06� 3.5 1.69 F63 FOUNDATION Base N62 N63 Concrete Conc3000NV� 16 360 OK F64 71.772,51.062 71.772,56.44 5.4 2.76 F64 FOUNDATION Base N63 N64 Concrete Conc3000NV� 16 384 OK Page 30 of 51 F65 71.772,56.44 71.772,58.54 2.1 1.89 F65 FOUNDATION Base N64 N65 Concrete Conc3000NV� 16 674 OK F66 71.772,58.54 70.191,58.54 1.6 4.08 F66 FOUNDATION Base N65 N66 Concrete Conc3000NV� 16 1937 OK F67 70.191,58.54 65.78,58.54 4.4 6.46 F67 FOUNDATION Base N66 N67 Concrete Conc3000NV� 16 1099 OK F68 65.78,58.54 61.667,58.54 4.1 6.04 F68 FOUNDATION Base N67 N68 Concrete Conc3000NV� 16 1101 OK F69 61.667,58.54 58.501,58.54 3.2 4.11 F69 FOUNDATION Base N68 N52 Concrete Conc3000NV1 16 973 OK F70 0,43.499 2.57,43.499 2.6 1.40 F70 FOUNDATION Base N69 N70 Concrete Conc3000NV1 16 408 OK F71 2.57,43.499 9.154,43.499 6.6 3.58 F71 FOUNDATION Base N70 N71 Concrete Conc3000NV� 16 408 OK F72 9.154,43.49916.073,43.49� 6.9 3.89 F72 FOUNDATION Base N71 N72 Concrete Conc3000NV� 16 421 OK F73 16.073,43.49�20.581,43.49� 4.5 2.04 F73 FOUNDATION Base N72 N73 Concrete Conc3000NV� 16 339 OK F74 20.581,43.49�24.791,43.495 4.2 5.37 F74 FOUNDATION Base N73 N74 Concrete Conc3000NV� 16 956 OK F75 24.791,43.49529.497,43.495 4.7 4.27 F75 FOUNDATION Base N74 N75 Concrete Conc3000NV� 16 681 OK F76 29.497,43.49£35.007,43.49� 5.5 3.58 F76 FOUNDATION Base N75 N76 Concrete Conc3000NV1 16 487 OK F77 35.007,43.49�37.958,43.49� 3.0 2.21 F77 FOUNDATION Base N76 N77 Concrete Conc3000NV1 16 562 OK F78 37.958,43.49£37.958,39.08� 3.4 6.96 F78 FOUNDATION Base N77 N78 Concrete Conc3000NV� 16 1536 OK F79 37.958,39.08�39.711,39.08� 2.8 5.74 F79 FOUNDATION Base N78 N79 Concrete Conc3000NV� 16 1537 OK F80 39.711,39.08� 42,39.082 2.3 1.54 F80 FOUNDATION Base N79 N80 Concrete Conc3000NV� 16 504 OK F81 42,39.082 42,36.198 2.9 1.89 F81 FOUNDATION Base N80 N81 Concrete Conc3000NV� 16 492 OK F82 42,36.198 42,32.091 4.1 6.74 F82 FOUNDATION Base N81 N82 Concrete Conc3000NV� 16 1231 OK F83 42,32.091 42,16.767 15.3 1.99 F83 FOUNDATION Base N82 N83 Concrete Conc3000NV1 16 97 OK F84 42,16.767 42,11.5 3.0 14.80 F84 FOUNDATION Base N83 N84 Concrete Conc3000NV1 36 1644 OK F85 42,11.5 39.586,11.5 2.4 1.31 F85 FOUNDATION Base N84 N85 Concrete Conc3000NV� 16 407 OK F86 39.586,11.5 24.362,11.5 15.2 10.51 F86 FOUNDATION Base N85 N86 Concrete Conc3000NV� 16 518 OK F87 24.362,11.5 19.826,11.5 3.5 20.88 F87 FOUNDATION Base N86 N87 Concrete Conc3000NV� 42 1705 OK F88 19.826,11.5 3.021,11.5 16.8 11.48 F88 FOUNDATION Base N87 N88 Concrete Conc3000NV� 16 512 OK F89 3.021,11.5 0,11.5 3.0 1.64 F89 FOUNDATION Base N88 N89 Concrete Conc3000NV� 16 407 OK F90 0,11.5 0,14.855 3.4 3.35 F90 FOUNDATION Base N89 N90 Concrete Conc3000NV1 16 749 OK F91 0,14.855 0,19.956 5.1 13.37 F91 FOUNDATION Base N90 N91 Concrete Conc3000NV� 16 1966 OK F92 0,19.956 0,26.874 6.9 4.63 F92 FOUNDATION Base N91 N92 Concrete Conc3000NV� 16 502 OK F93 0,26.874 0,33.397 6.5 4.41 F93 FOUNDATION Base N92 N93 Concrete Conc3000NV� 16 506 OK F94 0,33.397 0,37.4 2.5 12.42 F94 FOUNDATION Base N93 N94 Concrete Conc3000NV� 30 1987 OK F95 0,37.4 0,41.449 4.0 4.03 F95 FOUNDATION Base N94 N95 Concrete Conc3000NV� 16 746 OK F96 0,41.449 0,43.499 2.1 2.04 F96 FOUNDATION Base N95 N69 Concrete Conc3000NV1 16 746 OK F97 37.958,43.49�37.958,45.67� 2.2 1.47 F97 FOUNDATION Base N77 N96 Concrete Conc3000NV1 16 507 OK F98 37.958,45.67�37.958,47.58� 1.9 1.26 F98 FOUNDATION Base N96 N97 Concrete Conc3000NV� 16 496 OK F99 37.958,47.58� 39.89,47.583 1.9 2.20 F99 FOUNDATION Base N97 N98 Concrete Conc3000NV� 16 856 OK F100 39.89,47.583 46.42,47.583 6.5 6.78 F100 FOUNDATION Base N98 N99 Concrete Conc3000NV� 16 778 OK F101 46.42,47.583 48.5,47.583 2.1 2.16 F101 FOUNDATION Base N99 N100 Concrete Conc3000NV� 16 778 OK F102 48.5,47.583 48.5,45.799 1.8 0.88 F102 FOUNDATION Base N100 N101 Concrete Conc3000NV� 16 369 OK F103 48.5,45.799 48.5,40.882 4.9 2.42 F103 FOUNDATION Base N101 N102 Concrete Conc3000NV1 16 369 OI< F104 48.5,40.882 48.5,39.082 1.8 2.43 F104 FOUNDATION Base N102 N103 Concrete Conc3000NV1 16 1014 OK F105 48.5,39.082 45.28,39.082 3.2 3.92 F105 FOUNDATION Base N103 N104 Concrete Conc3000NV1 16 913 OK F106 45.28,39.082 42,39.082 3.3 2.18 F106 FOUNDATION Base N104 N80 Concrete Conc3000NV� 16 498 OK F107 59.501,66.33�61.501,66.33e 2.0 2.28 F107 FOUNDATION Base N105 N106 Concrete Conc3000NV� 24 571 OK F108 65.917,66.33�67.917,66.33� 2.0 3.30 F108 FOUNDATION Base N107 N108 Concrete Conc3000NV� 24 824 OK F109 72.334,66.33�74.334,66.33� 2.0 3.38 F109 FOUNDATION Base N109 N110 Concrete Conc3000NV1 24 845 OK F110 78.751,66.33�80.751,66.33� 2.0 3.79 F110 FOUNDATION Base N111 N112 Concrete Conc3000NV1 24 947 OK F111 85.251,66.33�87.251,66.33� 2.0 3.72 F111 FOUNDATION Base N113 N114 Concrete Conc3000NV� 24 930 OK F112 91.667,66.33�93.667,66.33� 2.0 3.91 F112 FOUNDATION Base N115 N116 Concrete Conc3000NV� 24 978 OK F113 98.084,66.33e100.084,66.33: 2.0 4.15 F113 FOUNDATION Base N117 N118 Concrete Conc3000NV� 24 1038 OK F114 104.501,66.33;106.501,66.33: 2.0 2.77 F114 FOUNDATION Base N119 N120 Concrete Conc3000NV� 24 693 OK F115 74.792,58.54 76.792,58.54 2.5 8.29 F115 FOUNDATION Base N121 N122 Concrete Conc3000NV� 30 1326 OK F116 87.107,58.54 89.107,58.54 2.0 7.94 F116 FOUNDATION Base N123 N124 Concrete Conc3000NV1 24 1986 OK F117 89.961,58.54 91.961,58.54 2.5 9.16 F117 FOUNDATION Base N125 N126 Concrete Conc3000NV1 30 1465 OK F118 72.539,55.58�74.539,55.58� 2.0 2.11 F118 FOUNDATION Base N127 N128 Concrete Conc3000NV1 24 529 OK F119 78.959,55.58e80.959,55.58� 2.0 4.03 F119 FOUNDATION Base N129 N130 Concrete Conc3000NV� 24 1007 OK F120 85.376,55.58�87.376,55.58� 2.0 3.74 F120 FOUNDATION Base N131 N132 Concrete Conc3000NV� 24 935 OK F121 91.667,55.58�93.667,55.58� 2.0 3.63 F121 FOUNDATION Base N133 N134 Concrete Conc3000NV� 24 907 OK F122 98.084,55.58�100.084,55.58; 2.0 4.02 F122 FOUNDATION Base N135 N136 Concrete Conc3000NV� 24 1004 OK F123 104.501,55.58,106.501,55.58: 2.0 2.34 F123 FOUNDATION Base N137 N138 Concrete Conc3000NV1 24 585 OK F124 94.294,51.58�96.294,51.58� 2.0 1.84 F124 FOUNDATION Base N139 N140 Concrete Conc3000NV1 24 459 OK F125 78.334,44.83�80.334,44.83� 2.0 2.01 F125 FOUNDATION Base N141 N142 Concrete Conc3000NV� 24 503 OK F126 84.001,44.83e86.001,44.83� 2.0 3.11 F126 FOUNDATION Base N143 N144 Concrete Conc3000NV� 24 778 OK F127 90.003,44.83�92.003,44.83e 2.0 3.44 F127 FOUNDATION Base N145 N146 Concrete Conc3000NV� 24 859 OK F128 95.334,44.83�97.334,44.83� 2.0 3.55 F128 FOUNDATION Base N147 N148 Concrete Conc3000NV� 24 888 OK F129 101.001,44.83;103.001,44.83; 2.0 2.57 F129 FOUNDATION Base N149 N150 Concrete Conc3000NV� 24 643 OK F130 91.003,42.27 91.003,38.27 4.0 7.65 F130 FOUNDATION Base N151 N152 Concrete Conc3000NV1 24 957 OK F131 25.208,39.08�27.208,39.08� 2.0 3.30 F131 FOUNDATION Base N153 N154 Concrete Conc3000NV1 24 824 OK F132 21.125,35.58�23.125,35.58� 3.7 24.98 F132 FOUNDATION Base N155 N156 Concrete Conc3000NV� 44 1856 OK F133 36.958,66.08e38.958,66.08� 2.0 6.53 F133 FOUNDATION Base N157 N158 Concrete Conc3000NV� 24 1634 OK F134 111.501,75.08;113.501,75.08: 2.0 2.34 F134 FOUNDATION Base N159 N160 Concrete Conc3000NV� 24 586 OK F135 111.501,63.68d13.501,63.68i 2.0 3.29 F135 FOUNDATION Base N161 N162 Concrete Conc3000NV� 24 822 OK F136 111.501,51.58,113.501,51.58: 2.0 3.89 F136 FOUNDATION Base N163 N164 Concrete Conc3000NV1 24 973 OK F137 111.501,34.08,113.501,34.08: 2.0 3.87 F137 FOUNDATION Base N165 N166 Concrete Conc3000NV� 24 968 OK F138 5,1 7,1 2.0 2.727 F138 FOUNDATI� Base N167 N168 Concrete Conc3000P 24 682 OK F139 15.5,1 17.5,1 2.0 3.944 F139 FOUNDATI� Base N169 N170 Concrete Conc3000P 24 986 OK F140 26,1 28,1 2.0 3.944 F140 FOUNDATI� Base N171 N172 Concrete Conc3000P 24 986 OK F141 36.5,1 38.5,1 2.0 2.723 F141 FOUNDATI� Base N173 N174 Concrete Conc3000P 24 681 OK Page 31 of 51 DOSS project: COONS RESIDENCE by: RR sheet #: Engineering location: 8427 202ND ST SW, EDMONDS, WA date: 4/5/2020 Design client: THE LEREN COMPANY job #: 20022 Inc Lateral Design -House Page 32 of 51 IZOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/5/zozo client: THE LEREN COMPANY job #: 20022 ASCE 7-10 Seismic Design Parameters Risk Category: II IBC Table 1604.5 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 = 47.82 degrees Recommendation & Longitude =-122.35 degrees https://earthquake. usgs.qov/ws/designmaps/asce7-10.ison?latitude=47.82&longitude=-122.35&riskCategory=l I&siteClass=D&title=Example Mapped spectral response acceleration S5= 1.28 g site -specific S1= 0.501 g site -specific Fa = 1.00 IBC Table 1613.3.3(1) F�= 1.50 IBC Table 1613.3.3(2) Maximum spectral response acceleration IBC 1613.3.3 SMS = FaSs = 1.28 g SM1= F�S1= 0.752 g Design spectral response acceleration IBC 1613.3.4 Sos = (2/3) Sens = 0.853 g Sp1= (2/3) SM1 = 0.501 g Seismic Design Category: Based on Sps = D IBC Table 1613.3.5(1) Based on Spl = D IBC Table 1613.3.5(2) Controlling Category = D Building Period: Structure Type = 4 1-Steel moment resisting frame ASCE 12.8.2.1 � Building Height hn = 18 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 = 0.17 seconds Response Coefficient: R = 6.50 ASCE Table 12.2-1 Wo = 3.00 CS = Sps/(R/IE) = 0.131 ASCE 12.8.1.1 Cs(max) =Sol/(RTa/IE) = 0.441 Cs(min) = 0.010 Controlling CS = 0.131 Seismic Design Force: V = CSW = 0.131 W (ult) ASCE 12.8.1 V = CsW/1.4 = 0.094 W (asd ) rho = 1.0 Base Shear = 12.6 Kips 4/6/2020 Page 33 of 51 ROS$ Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 Seismic Story Shear Story Weights Level 2 Level 1 Story Shear CS = Roof 15.0 psf 1816 sq ft 27.2 Exterior Wall Above 0.0 plf 0 ft 0.0 Exterior Wall 40.0 plf 180 ft 7.2 Interior Wall Above 0.0 psf 0 sq ft 0.0 Interior Wall 5.0 psf 1590 sq ft 8.0 Low Roof 0.0 psf 0 sq ft 0.0 Other psf sq ft 0.0 Floor 12.0 psf 1590 sq ft 42.4 k 19.1 Exterior Wall Above 40 plf 180 ft 7.2 Exterior Wall 45 plf 180 ft 8.1 Interior Wall Above 5.0 psf 1590 sq ft 8.0 Interior Wall 5.6 psf 1250 sq ft 7.0 Low Roof 15.0 psf 275 sq ft 4.1 Other psf sq ft 0.0 53.5 k 0.131 (ult ) Height Weight Ve Level hx (ft) wx (k) hXwX Fx (k) 2 18.00 42.4 763 7.72 1 9.00 53.5 481 4.87 Total = 95.9 1244 12.59 Base Shear V = 12.59 k Vtota� = CS x Ewx = 12.59 k Fx = Vtotal x hxwx � �hxwx Diaphragm Shear Sps = 0.853 IE = 1.00 Level Weight wi (k) Sw; Story Shear F; (k) SF; Dia. Shear FpX (k) Max FpX (k) Min FpX (k) Controlling Fpx (k) 2 42.4 42.4 7.72 7.72 7.72 14.47 7.23 7.72 1 53.5 95.9 4.87 12.59 7.02 18.26 9.13 9.13 Max FpX=0.40xIPxSpsxW; Min FpX=0.20xIpxSDSxW; = = 0.34 x w; 0.17 x w; Page 34 of 51 ROSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/5/zozo client: THE LEREN COMPANY job #: 20022 ASCE 7-10 Wind Design Parameters Risk Category II Design Wind Speed V 110 mph Exposure Category B Enclosure Classification Enclosed KZt Topographic Factor 1.0 Kd Directionality Factor 0.85 (Building CC) Hurricane Region w/ V > 100 mph? No Wind Loads, Components and Cladding ASCE 7-10 Section 30.4, h<60ft Height h, z 18 ft Roof Slope = 16 Degrees Slope Reduction Factor = 1 Applied to GCp; Velocity Pressure Coefficient a 7 z 30 zg 1200 Kh,z = 2.01(z/zg)z/a = 0.70 Velocity Pressure qz,n = 0.0026KzKnKdVz = 18.4 psf GCp; Internal Pressure Coeffecient 0.18 +/- Design Wind Pressure p = gZ,h(GCp -GCp;) psf Zone 4, 5 Zone 4 Zone 5 Zone 4, 5 Zone 4 Zone 5 Area Gcpi (+) Gcpi (-) Gcpi (-) p inward p outward p outward 10 1.000 -1.100 -1.400 21.8 -23.6 -29.1 20 0.947 -1.047 -1.294 20.8 -22.6 -27.2 50 0.877 -0.977 -1.153 19.5 -21.3 -24.6 100 0.823 -0.923 -1.047 18.5 -20.4 -22.6 150 0.792 -0.892 -0.985 17.9 -19.8 -21.5 200 0.770 -0.870 -0.941 17.5 -19.4 -20.7 300 0.739 -0.839 -0.878 17.0 -18.8 -19.5 500 0.700 -0.800 -0.800 16.2 -18.1 -18.1 IBC Table 1604.5 Figure 26.5-1 Section 26.7 Section 26.10 Figure 26.8-1 Table 26.6-1 Table 30.3-1 Equation 30.3-1 Table 26.11-1 Figure 30.4-1, Equation 30.4-1 Page 35 of 51 BOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 Wind Loads Main Wind Force Resisting System ASCE 7-10 -Method 2 per Figure 28.6-1 Wind Criteria Risk Category: II Wind, IW = 1.00 Hurricane Region w/ V > 100 mph? No I = 1.00 Basic Wind Speed (V) (ult) = 110 mph KZt = 1.00 Exposure = B Roof Angle = 16 deg Average Roof Height = 21 ft Plate Height (H) = 18 ft Least Horiz Dimension (L) = 41 ft 0.10E = 4.1 ft 0.4(H) 5 ft a min =max of aft or 0.04E = 3 ft a = 4.1 ft 2a = 8.2 ft Simplified Design Wind Pressure Load Case 1 Load Case 2 Minimum controlling Zone p5ao (psf) p5 (psf) psao (psf) p5 (psf) p5 (psf) p5 (psf) A 24.1 24.1 0.0 0.0 16.0 24.1 B -8.0 -8.0 0.0 0.0 8.0 8.0 C 16.0 16.0 0.0 0.0 16.0 16.0 D -4.6 -4.6 0.0 0.0 8.0 8.0 E -23.1 -23.1 0.0 0.0 --- ---- F -15.1 -15.1 0.0 0.0 --- ---- G -16.0 -16.0 0.0 0.0 --- ---- H -11.5 -11.5 0.0 0.0 --- ---- EoH -32.3 -32.3 0.0 0.0 --- ---- GoH -25.3 -25.3 0.0 0.0 --- ---- 4 4/6/2020 Page 36 of 51 DOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/2ozo client: THE LEREN COMPANY job #: 20022 Wind Story Shear FRONT TO BACK Level Zone A 24.1 ps(psf) Area (ftz) Zone B 8 ps(psf) Area (ftz) Zone C 16 ps(psf) Area (ftz) Zone D 8 ps(psf) Area (ftz) VW (K) 2 43 112 155 112 5.31 1 146 12 272 7.97 /\ SIDE TO SIDE Zone A 24.1 ps(psf) Level Area (ftz) Zone B 8 ps(psf) Area (ft2) Zone C 16 ps(psf) Area (ft2) Zone D 8 ps(psf) Area (ftz) VW (K) 2 56 96 181 169 6.37 1 112 44 375 9.05 4/6/2020 Page 37 of 51 BOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/5/zozo client: THE LEREN COMPANY job #: 20022 Story Shear Summary FRONT TO BACK Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 2 7.72 7.72 5.31 5.31 1 4.87 12.59 7.97 13.27 SIDE TO SIDE Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 2 7.72 7.72 6.37 6.37 1 4.87 12.59 9.05 15.42 4/6/2020 Page 38 of 51 ROSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: a/s/zozo client: THE LEREN COMPANY job #: 20022 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 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 7.72 55 < 177 OK 49.0 Wind 5.31 32 < 246 OK SIDE TO SIDE Case 2 Suport Perpendicular to Shear V (ult) Dia. D v (asd) (k) (ft) (plf) Seismic 7.72 Wind 6.37 41.0 Check Tyical Chord For Maximum Force Vmax (ult) = 5.40 k (asd) Diaphragm Width = 49.0 ft Diaphragm Depth = 41.0 ft Plate Size 2x6 Ft a��ow = 525 psi Chord Splice Capacity = (16) 16d nails = 16 x 122 Ib x 1.6 = 66 < 177 OK 47 < 246 0 K M = 33.09 kft T = M/D = 807 Ib At = 8.25 Ta��ow = Ft a��ow x At x Cd = 6930 Ib > 3123.2 Ib > T OK 807 O K Page 39 of 51 ROS$ En�ineerin� Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 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�$ 8d 260 400 512 679 C - D (Struct I) 7/16" 13�$ 8d 260 400 512 679 13�$ 8d 260 400 512 679 15/32" 11�Z 10d 316 474 618 809 11�4 6d 186 279 363 474 3/8" 13�$ 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�Z 10d 288 428 558 716 19/32" 11�Z 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 I) 7/16" 13�8 8d 365 560 716 950 13�8 8d 365 560 716 950 15/32" 11�Z 10d 443 664 866 1133 11�4 6d 260 391 508 664 3/8" 13�$ 8d 339 495 638 833 C - D 7/16" 15/32" 19/32" 13�8 13�8 11�Z 11�Z 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 40 of 51 BOSS En�ineerin� Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 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 Cp = 1.6 CM = 1.0 Connection Capacities Fastener Allowable Shear (Ib) L550 630 LTP4 575 A34 445 A35 600 16d TOENAIL 75 Bolt Diameter Side Member Z (Ib) Z' (Ib) 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 (Ib) Z' (Ib) 16d 1.5 122 195 SD51/4x6 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 41 of 51 BOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 Shear Wall Braced Lines FRONT TO BACK Label GRID D GRID E.5 GRID H GRID J.5 GRID M GRID GRID GRID GRID GRID TOTAL SHEARWALL DESIGN Tributary (%) Level 2 10 40 C 50 100 1 20 30 50 100 SIDE TO SIDE Label GRID 2 GRID 2.6 GRID 4 GRID 6.7 GRID 8 GRID GRID GRID GRID GRID TOTAL Ve = Accumulated seismic shear on Braced Line (k) ve= Vw = Accumulated wind shear on Braced Line (k) vw = Ltot = Total shear panel length in Braced Line (ft) ve a = H = Plate height (ft) vw a = Lsw = Length of design shear panel for overturning (ft) Tr = L1, 2, 3 = Length of shear panels between openings in a perforated shear wall (ft) La = Hopg = Height of opening in a perforated wall (ft) Ta = Co = Reduction factor for a perforated shear wall P1 = Ratio = Height -length aspect ratio of a shear segment P2 = 2L/H = Aspect ratio reduction factor T = C= V Tributary (%) Level 2 1 26 45 24 15 50 40 0 100 100 Design seismic shear on the design panel (plf) Design wind shear on the design panel (plf) Allowable seismic shear of the design panel (plf) Allowable wind shear of the design panel (plf) Tributary roof/floor (ft) Adjacent wall length (ft) Adjacent tributary roof/floor (ft) Design panel weight (Ib) Adjacent wall weight (Ib) Overturning tension (Ib) Overturning compression (Ib) 4/6/2020 DOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/2020 client: THE LEREN COMPANY job #: 20022 LEVEL GRID 2 Ve FRONT TO BACK 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 D 0.77 0.53 5 8.00 Seg. 5 1.00 1.60 1.00 1 108 150 64 150 2 4 2 330 264 0 0 435 81 NOT REQ'D E.5 3.09 2.12 17 8.00 Seg. 4.5 1.00 1.78 1.00 1 127 150 75 150 19 4 19 986 876 0 0 -352 -769 NOT REQ'D M 3.86 2.65 27.25 8.00 Seg. 4 1.00 2.00 1.00 1 99 150 58 150 1 4 1 228 228 0 0 451 126 NOT REQ'D LEVEL GRID 7.72 2 Ve 5.31 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 2.01 1.66 5.4 8.00 Perf. 12 2.7 2.7 5 0.63 2.96 0.68 5 260 253 184 525 2 4 2 792 264 0 0 276 2 NOT REQ'D 4 1.85 1.53 4.6 8.00 Perf. 11.5 2.3 2.3 2 1.00 3.48 0.58 5 282 342 199 690 2 4 2 759 264 0 0 258 -6 NOT REQ'D 8 3.86 3.18 16.75 8.00 Seg. 16.75 1.00 0.48 1.00 2 161 242 114 288 2 4 2 1106 264 0 0 473 95 NOT REQ'D 7.72 6.37 v m A N DOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/2020 client: THE LEREN COMPANY job #: 20022 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 D 2.52 2.65 4.25 9.00 Seg. 4.25 1.00 2.12 0.94 4 415 430 375 493 1 4 1 260 245 435 81 3792 3079 STHD14 H 3.78 3.98 7 9.00 Seg. 7 1.00 1.29 1.00 4 378 456 341 493 4 4 1 580 245 0 0 2864 2538 STHD14 M 6.29 6.64 13.5 9.00 Seg. 13.5 1.00 0.67 1.00 3 326 353 295 383 1 4 1 826 245 451 126 2730 2123 STHD14 LEVEL GRID 12.59 1 Ve 13.27 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 5.66 6.94 9 9.00 Seg. 4.25 1.00 2.12 0.94 4 441 430 463 493 1 4 1 260 245 276 2 3866 3790 STHD14 6.7 1.89 2.31 5.5 9.00 Seg. 5.5 1.00 1.64 1.00 2 240 242 252 288 1 4 1 337 245 0 0 1750 1857 STHD14 8 5.03 6.17 25 9.00 Seg. 25 1.00 0.36 1.00 1 141 150 148 150 1 4 6 1530 389 473 95 588 274 NOT REQ'D 12.59 15.42 v m A W Page 44 of 51 DOSS project: COONS RESIDENCE by: RR sheet #: Engineering location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/zozo Design client: THE LEREN COMPANY job #: 20022 Inc Lateral Design -Shop Page 45 of 51 ROS$ Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: n/6/zozo client: THE LEREN COMPANY job #: 20022 Seismic Story Shear Story Weights Level 2 Level 1 Story Shear CS = Roof 15.0 psf 735 sq ft 11.0 Exterior Wall Above 0.0 plf 0 ft 0.0 Exterior Wall 35.0 plf 120 ft 4.2 Interior Wall Above 0.0 psf 0 sq ft 0.0 Interior Wall 4.4 psf 735 sq ft 3.2 Low Roof 0.0 psf 0 sq ft 0.0 Other psf sq ft 0.0 Floor 12.0 psf 735 sq ft 18.4 k 8.8 Exterior Wall Above 35 plf 120 ft 4.2 Exterior Wall 55 plf 148 ft 8.1 Interior Wall Above 4.4 psf 735 sq ft 3.2 Interior Wall 6.9 psf 0 sq ft 0.0 Low Roof 15.0 psf 900 sq ft 13.5 Other psf sq ft 0.0 37.9 k 0.131 (ult ) Height Weight Ve Level hx (ft) wx (k) hXwX Fx (k) 2 19.17 18.4 353 3.39 1 11.00 37.9 417 4.00 Total = 56.3 770 7.39 Base Shear V = 7.39 k Vtota� = CS x Ewx = 7.39 k FX = Vtotal x hxwx � �hxwx Diaphragm Shear Sps = 0.853 IE = 1.00 Level Weight wi (k) Sw; Story Shear F; (k) SF; Dia. Shear FpX (k) Max FpX (k) Min FpX (k) Controlling Fpx (k) 2 18.4 18.4 3.39 3.39 3.39 6.29 3.15 3.39 1 37.9 56.3 4.00 7.39 4.97 12.93 6.46 6.46 Max FpX=0.40xIPxSpsxW; Min FpX=0.20xIpxSDSxW; = = 0.34 x w; 0.17 x w; Page 46 of 51 DOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/2ozo client: THE LEREN COMPANY job #: 20022 Wind Story Shear FRONT TO BACK Zone A Zone B Zone C Zone D 24.1 ps (psf) 14.8 ps (psf) 17.2 ps (psf) 11.8 ps (psf) Level Area (ftz) Area (ftz) Area (ftz) Area (ftz) VW (K) 2 36 59 22 1.81 1 74 86 254 35 7.84 C B18 �14 59 �8 B18 D B43 D24 11 B43 C 254 A37 A37 SIDE TO SIDE Zone A Zone B Zone C Zone D 24.1 ps (psf) 14.8 ps (psf) 17.2 ps (psf) 11.8 ps (psf) Level Area (ftz) Area (ft2) Area (ft2) Area (ftz) VW (K) 2 38 66 116 161 5.79 1 90 53 369 9.30 4/6/2020 Page 47 of 51 BOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/5/zozo client: THE LEREN COMPANY job #: 20022 Story Shear Summary FRONT TO BACK Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 2 3.39 3.39 1.81 1.81 1 4.00 7.39 7.84 9.65 SIDE TO SIDE Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 2 3.39 3.39 5.79 5.79 1 4.00 7.39 9.30 15.09 4/6/2020 Page 48 of 51 ROSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/s/zozo client: THE LEREN COMPANY job #: 20022 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 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 3.39 28 < 177 OK 42.0 Wind 1.81 13 < 246 OK SIDE TO SIDE Case 2 Suport Perpendicular to Shear V (ult) Dia. D v (asd) (k) (ft) (plf) Seismic 3.39 Wind 5.79 18.0 Check Tyical Chord For Maximum Force Vmax (ult) = 3.47 k (asd) Diaphragm Width = 42.0 ft Diaphragm Depth = 18.0 ft Plate Size 2x6 Ft a��ow = 525 psi Chord Splice Capacity = (16) 16d nails = 16 x 122 Ib x 1.6 = 66 < 177 OK 96 < 246 OK M = 18.23 kft T = M/D = 1013 Ib At = 8.25 Ta��ow = Ft a��ow x At x Cd = 6930 Ib > 3123.2 Ib > T OK 1013 O K Page 49 of 51 BOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427202NDSTSW, EDMONDS, WA date: 4/6/zozo client: THE LEREN COMPANY job #: 20022 Shear Wall Braced Lines FRONT TO BACK Tributary (%) SIDE TO SIDE Level Label 2 1 Label GRID B 50 GRID 10 GRID D 50 GRID 14 GRID E 50 GRID GRID G 50 GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID TOTAL 0 100 100 TOTAL SHEARWALL DESIGN Ve = Accumulated seismic shear on Braced Line (k) ve= Vw = Accumulated wind shear on Braced Line (k) vw = Ltot = Total shear panel length in Braced Line (ft) ve a = H = Plate height (ft) vw a = Lsw = Length of design shear panel for overturning (ft) Tr = L1, 2, 3 = Length of shear panels between openings in a perforated shear wall (ft) La = Hopg = Height of opening in a perforated wall (ft) Ta = Co = Reduction factor for a perforated shear wall P1 = Ratio = Height -length aspect ratio of a shear segment P2 = 2L/H = Aspect ratio reduction factor T = C= V Tributary (%) Level 2 1 50 50 50 50 0 100 100 Design seismic shear on the design panel (plf) Design wind shear on the design panel (plf) Allowable seismic shear of the design panel (plf) Allowable wind shear of the design panel (plf) Tributary roof/floor (ft) Adjacent wall length (ft) Adjacent tributary roof/floor (ft) Design panel weight (Ib) Adjacent wall weight (Ib) Overturning tension (Ib) Overturning compression (Ib) 4/6/2020 DOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/2020 client: THE LEREN COMPANY job #: 20022 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 P1 P2 Above Above E T/C W T/C Holdown D 1.70 0.90 42 7.00 Seg. 42 1.00 0.17 1.00 1 28 150 13 150 9 4 2 5166 240 0 0 -2625 -2733 NOT REQ'D E 1.70 0.90 22 7.00 Seg. 22 1.00 0.32 1.00 1 54 150 25 150 9 4 2 2706 240 0 0 -1215 -1420 NOT REQ'D LEVEL GRID 3.39 2 Ve 1.81 SIDE TO SIDE Vw Ltot H Shearwall Design Type Lsw L1 L2 L3 Hopg Co Ratio 2L/H SW ve ve a vw vw a Tr E T/C La Ta P1 P2 Above W T/C Above E T/C W T/C Holdown 10 1.70 2.89 7 7.00 Perf. 13.5 3.5 3.5 5 0.57 2.00 1.00 3 170 201 248 282 2 4 2 810 240 0 0 -29 255 NOT REQ'D 14 1.70 2.89 11 7.00 Perf. 18 5.75 5.75 5 0.63 1.50 1.00 1 108 150 158 150 2 4 2 1080 240 0 0 -297 -74 NOT REQ'D 3.39 5.79 v m cn 0 DOSS Engineering Design Inc project: COONS RESIDENCE by: RR sheet #: location: 8427 202ND ST SW, EDMONDS, WA date: 4/6/2020 client: THE LEREN COMPANY job #: 20022 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 B 3.70 4.82 42 11.00 Seg. 42 1.00 0.26 1.00 1 62 150 69 150 1 4 1 3074 293 0 0 -1152 -1072 NOT REQ'D G 3.70 4.82 31.5 11.00 Seg. 15.5 1.00 0.71 1.00 1 82 150 92 150 1 4 1 1135 293 0 0 44 150 NOT REQ'D 7.39 9.65 LEVEL 1 SIDE TO SIDE 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 10 3.70 7.54 9.34 11.00 Seg. 3.67 1.00 3.00 0.67 4 277 304 485 493 1 4 1 269 293 -29 255 2591 5159 HDU8 14 3.70 7.54 32 11.00 Seg. 32 1.00 0.34 1.00 1 81 150 141 150 1 4 1 2342 293 -297 -74 -872 18 NOT REQ'D 7.39 15.09 v m cn a