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REVIEWED BLD BLD2020-0965+Structural_Calculations+9.17.2020_1.35.49_PMPage 1 of 47 Ross Engineering Design Inc HELLEREN RESIDENCE STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2015 IBC EDMONDS, WA Job Number 19088 N. A 46411 fO� ��CIST9 �SSIONAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Page 2 of 47 c Results for LC 1, Service Dead Full Model Dec 9, 2019 at 1:05 PM HELLEREN RESIDENCEAI Page 3 of 47 Ross project: HELLEREN RESIDENCE by: RR sheet #: Engineering location: EDMONDS, WA date: 12/9/2019 Design client: THE LEREN COMPANY job #: 19088 Inc Gravity Design Page 4 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 47 Ld1� Fib F12 F13 F1w LL F18 F19 F20 F21 rn F22 F23 F24 F25 F167 LL F90 F91 F92 LL F168 F4 F5 F6 F; F102 F103 F104 Fi m F1 F2 F106 F107 F108 F109 F110 LL 32 F33 F34 F169 " F111 F112 F113 F114 F115 F116 F117 F 18 F119 F120 4164 F121 F122 '26F127 F128 Em F129 F1 LL LL Fi66 F139 F140 F141 F M F158 F159 F1M F39 LL F422 F143 F144 F145 F146 F147 F14 m17149 P150 F151 F152 F153 F154 F155 F156 F1` n r F72 F71 F70 LL ` a 4 LL F68 F67 F66 F65 F96 F97 F F99 F100 F101 43 LL F1 0 F171 F172 F173 LL V LL LL 'F58 F57 A LL F51 F50 F55 F54 F53 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead FOUNDATION KEY PLAN Dec 9, 2019 at 12:57 PM HELLEREN RESIDENCEA1 a, Page 6 of 47 H2�°I�1�1HII�I�I�II�I Loads: DL PmComp - PreComposite Dead Load Results for LC 1, Service Dead MAIN FLOOR Dec 9, 2019 at 12:59 PM KEY PLAN HELLEREN RESIDENCEA1 m r r m x m z ;0 m C0 v m z n m 0 CD n co N O_ Qo w N CO 0o H1 �w I� Iw R187 R206 ITRUSS256 R207 _ J116 R208 J117 i I� J118 B63 BMR209 J 119 J153 R210 m y J264 J155 J265 R211 T m J156 J266 R212 Iw J157 J267 = N J158 J268 R213 J159 §65 J269 H6 0 J1 R282 J161 I� J145 J162 B74 046 m J163 m J 147 J164 I 29fm_ Im R288 I� — J148 J165 - B75 J149 J166 J167 ' m R295 I� J168 B78 J169 �p J170 30� j n to R302 A Ito J171 B49 B79� J151 R304 JEE J152� J172 B67 J173 T J102 gyp R266 R250 882 J178 , m IN J179 R267 R251 R306 m m R305 uEE Ig J180 R268 R252 J H29 F, H30 683 N Ir■ J230 J181 B52 B53 R269 R253 R307 I� J231 J186 J191 m � J232 J187 Iw J192 R270 R254 B86 H27 1 J233 J188 J193 R211 R255 B61 J234 J194 m J189 R309 I� Im R308 J215 J21J235 J1 B55 ■ J195 R272 R256 887 J217 J236 J185 IW la J196 R273 R257 J237 J197 R310 J190 IO=N' J219 J238 �56 6104 �♦ H42 H41 �■ H40 H15 4 H14 m J239 m R289 R283 R274 R316 N 40 J220 �rn J240 R275 B90 � J221 R290 R284 = J222 J241 R276 31�m Im R311 a J223 J242 m R291 m R285 IW J243 N m m m A A R277 B91 J224 J244 R292 R286 m B62 R278 R313 J245 R293 R287 J246 8 H17 H1l H16 R279 B94 J247 J248 H2O , H19 R280 31�m Im R314 H23 H22 F, H21 IW R281 IW B95 ■ R188 ' R189 . a T w m V O A V EL: Page 8 of 47 Loads: DL PmComp - PreComposite Dead Load Results for LC 1, Service Dead H4 R54 R53 R52 R51 R50 R49 R48 R47 R72 R71 R70 R69 R68 R67 R66 R65 dd d o d d d d d n m n I d d d a a a d d B16 B17 ■ B18 °u l B21 � it it it it R190 R189 R188 H13 1 H12 H11 +H& R187 — — — — R186 R185 I R183 R153 R182 R152 R181 on R151 on R180 R150 Jill R179 m R149 R178 on R148 R177 R147 R176 R146 R175 R145 R174 R144 R173 R143 R172 R116 m R771 R115 R170 R114 UPPER ROOF Dec 9, 2019 at 1:00 PM KEY PLAN HELLEREN RESIDENCEA1 Page 9 of 47 Page 10 of 47 Page 11 of 47 111RISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Dec 9, 2019 1:04 PM Checked By: Wood Material Properties I Thal Tema no+�k- Q-iac r_rorla r`m P-A Ali, Tharm rloncr4/f 1 DF#1 solid Sa... Visually Graded Douglas Fir -Larch No.1 1 .3 .3 .035 2 DF#2 Solid Sa... Visually Graded Douglas Fir -Larch No.2 1 .3 .3 .035 3 HF#2 Solid Sa... Visually Graded Hem -Fir No.2 1 .3 .3 .035 4 HF STUD Solid Sa... Visually Graded Hem -Fir Stud 1 .3 .3 .035 5 24F-1.8E D... Glulam NDS Table 5A 24F-1.8E DF BAL na 1 .3 .3 .035 6 24F-1.8E D... Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 .3 .3 .035 7 KING BEAM Custom N/A King Beam na 1 .3 .3 .035 8 PARALLAM SCL TrusJoist 2.OE_DF Parallam PSL na 1 .3 .3 .035 9 LVL SCL TrusJoist 1.9E TimberStrand LSL na 1 .3 .3 .035 10 PT 4x Post Custom N/A PT 4x Post na 1 .3 .3 .035 11 PT 6x Post Custom N/A PT 6x Post na 1 .3 .3 .035 12 PT 10 Custom N/A PT 10" na 1 .3 .3 .06 13 PT 12 Custom N/A PT 12" na 1 .3 .3 .06 14 PT 6xl2 Custom N/A PT 6x12 max na 1 .3 .3 .035 15 PT 6x16 Custom N/A PT 6x16 max na 1 .3 .3 .035 16 RIGID Custom N/A RIGID na 1 .3 .3 .035 Custom Wood Properties I ha1 Ph rlrcil G+ r4cil Gv rkcil Gr rkcil F rlrcil Fnr rkcil Tema r`G 1 LVL_PRL_1.5... 2.25 1.5 .22 1.95 1500 1005 SCL 2 LVL_PRL_2.0... 2.9 1.9 .285 2.75 2000 1340 SCL 3 LVL_Microllam.. 2.6 1.555 .285 2.51 1900 1273 SCL 4 PSL_Parallam... 2.9 2.025 .29 2.9 2000 1340 SCL 5 PSL_Parallam... 2.4 1.755 .18 2.5 1800 1206 SCL 6 LSL_TimberStr... 2.325 1.07 .31 2.05 1550 1038.5 SCL 7 LSL_TimberStr... 1.7 1.075 .4 1.4 1300 871 SCL 8 King Beam 3 2 .3 1.8 2300 1541 Visually ... 9 PT 4x Post .68 .42 .12 1.04 1235 447 Visually..I. 10 PT 6x Post .46 .3 .112 .46 1045 380 Visually.]. 11 PT 10" .748 .42 .12 1.04 1235 447 Visually ... 12 PT 12" .68 .42 .12 1.04 1235 447 Visually ... 13 PT 6x12 max .54 .28 .112 .4 1045 380 Visually ... 14 PT 6x16 max .525 .28 .112 .4 1045 380 Visually ... 15 RIGID 1000 1000 1000 1000 1e+6 1e+6 Visually... Deck General Properties I nhal NAafcrinl Tvnc nark 1 lnKma arlrfrl Unv Cnn 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 Deck Loads I ahol Tu- W- Golf Wt rkcfl Ci inor ni rkcfl r.-t ni rkcfl r,.-Qt I I rkefl 1 None 2.917e-6 0 0 0 2 Joist Floor .002 .009 0 0 3 Truss Roof .001 .017 0 0 4 Rafter Roof .001 .016 0 0 Design Deflection Parameters I nhal n1 nafl n1 Patin I I naflr I I Patin n1 +l I rlaflrinl ni +l I (.ntannry noflrinl Patin (.ntannry naflrinl Patin 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 RISAFloor Version 14.0.0[C:\... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rH] Page 1 Page 12 of 47 111RISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Dec 9, 2019 1:04 PM Checked By: Design Deflection Parameters (Continued) 1 �k.l n1 nafl n1 P.fin 1 1 noflr I I Patin n1 +i 1 naflrinl n1 4.1 1 (`�fannry noflrinl P�fin r�fo nr„ noflrinl P�fin 5 2x10 360 360 240 SL 360 None 360 6 2x12 360 360 240 SL 360 None 360 7 4x10 360 360 240 SL 360 None 360 8 HEADER 360 360 1 240 SL 360 None 360 9 3x GLULAM 360 360 1 240 1 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 B... 360 360 1 240 SL 360 None 360 14 TRUSS 1000 1000 1000 SL 1000 None 360 15 IJOIST 360 480 240 SL 360 None 360 16 9.5 SCL FLUSH 360 360 1 240 SL 360 None 360 17 9.5 1 JOIST 360 480 240 SL 360 None 360 18 2-2x12 240 240 180 SL 240 None 360 Uniform Area Loads I nhal Arlrlifiva Pran1 rkcfl Pnctnl rkcfl I I rkcfl I I Tuna \/I rkcfl nvn I narirkcfl 1 NoneILL-Reduce 2 Residential .04 LL-Reduce 37 Snow .025 SL Line Loads: FOUNDATION Start Point End Point Start Pre... End PreD..Start PostD... End Post ... Start LL k..End LL k/ft ILL T e St D n Load k/..End Dyn Load... No Data to Print ... Line Loads: MAIN FLOOR Start Point End Point Start Pre... End PreD..Start PostD... End Post ... Start LL[k..End LL[k/ft] LL Type St Dyn Load[k/..End Dyn Loa No Data to Print ... Line Loads: UPPER FLOOR Ctnrt Pnint Pnri Pnint Ctnrt Pra Pnrl Pran Ctnrt Pnctn Fnrl Pnct Ctnrt I I rk Pnrl I I rk/ffl I I Tvna Ct nvn I nnrirk/ Pnri nvn 1 nnrl 1 N 144 N 156 .05 .05 LL-Non 2 N156 N167 .05 .05 LL-Non 3 N 167 N 169 .05 .05 LL-Non 4 N169 N164 .05 .05 LL-Non 5 N 164 N26 .05 .05 LL-Non 6 N26 N175 .05 .05 LL-Non 7 N 175 N 174 .05 .05 LL-Non 8 N174 N172 .05 .05 LL-Non 9 N 172 N 173 .05 .05 LL-Non 10 N173 N32 .05 .05 LL-Non 11 N32 N35 .05 .05 LL-Non 12 N35 N165 .05 .05 LL-Non 13 N 165 N49 .05 .05 LL-Non 14 N49 N144 .05 .05 LL-Non Line Loads: UPPER ROOF Start Point End Point Start Pre... End PreD..Start PostD... End Post ... Start LL k..End LL k/ft ILL Type St Dyn Load k/..End Dyn Load... No Data to Print ... RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 2 Page 13 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Dec 9, 2019 1:04 PM Checked By: Combinations I ohol Combination Design I ho1 4cIG rr) Coniiro Wn+ Pn11c r-I A Gnr lA -1 1A/nnr+ Prn r n--+c KA-- r--fine 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 ... Loc ft LC DO Check Loc ft Cat Shear Ch... Loc ft LC No Data to Print ... Beam Code Summary for Wood: MAIN FLOOR 1 .1-1 Ciao r--Hi it Unf.ri.I Qnnrlinn I nnrf+l 1 r r)nfl rhonlr I nnrf+l rn+ chnnr rh I nnrf+l I r 1 H1 4X8 No DF#2 .582 1.727 2 .172 2.081 LL .61 0 2 2 H2 4X8 No DF#2 .493 2.214 2 .142 2.125 LL .443 4.251 2 3 H3 4X8 No DF#2 .529 1.727 2 .161 2.125 LL .484 4.251 2 4 H4 4X8 No DF#2 .334 2.214 2 .098 2.125 LL .33 4.25 2 5 H5 4X8 No DF#2 .407 2.656 2 .122 2.125 LL .463 4.25 2 6 H6 4X8 No DF#2 .575 1.948 3 .183 2.081 DL+LL .542 0 3 7 B7 1.75x9.5FS No LVL .339 3.123 3 .288 3.656 DL+LL 184 7.313 3 8 B8 1.75x9.5FS No LVL .527 3.817 3 .506 4.469 DL+LL .177 8.937 3 Beam Code Summary for Wood: UPPER FLOOR I nK.1 ci,c P-H,i+ RA.+crini P-Iinn 1 nrrf+l I r rlcfl nc.rlr 1 nrrf+l ram+ chc.r rh I nnrf+l 1 r 1 H1 4X8 No DF#2 .094 2.625 3 .036 0 DL .07 5.251 3 2 H2 4X8 No DF#2 .814 3.451 3 .352 3.125 DL+LL .569 6.25 3 3 H3 4X8 No DF#2 .196 1.151 3 .042 1.523 DL+LL .316 3.25 3 4 H4 4X8 No DF#2 .446 3.281 3 .168 2.57 DL+LL .301 0 3 5 H5 4X8 No DF#2 .204 1.49 3 .042 1.557 DL+LL .155 0 3 6 H6 4X8 No DF#2 .349 4.125 3 .199 4.125 DL+LL .165 8.25 3 7 H7 4X8 No DF#2 .147 1.354 3 .036 0 DL .125 0 3 8 H8 4X8 No DF#2 .088 1.388 3 .036 0 DL .219 0 3 9 H9 4X8 No DF#2 .3 2.448 3 .104 2.448 DL+LL .274 0 3 10 H10 4X8 No DF#2 .096 2.065 3 .036 0 DL .213 3.25 3 11 H11 4X8 No DF#2 .15 1.828 3 .036 0 DL .124 3.25 3 12 H12 4X8 No DF#2 .657 4.083 3 .358 3.698 DL+LL .451 7.396 3 13 H13 4X8 No DF#2 .63 3.754 3 .339 3.677 DL+LL .337 7.354 3 14 H14 4X8 No DF#2 .098 3.125 3 .042 3.125 DL+LL .061 6.25 3 15 H15 4X8 No DF#2 .068 2.625 3 .036 0 DL .05 5.25 3 16 H16 4X8 No DF#2 .023 1.125 3 .036 0 DL .041 2.25 3 17 H17 4X8 No DF#2 .247 .727 3 .037 .937 DL+LL .347 0 3 18 H18 4X8 No DF#2 .023 1.125 3 .036 0 DL .04 0 3 19 H19 4X8 No DF#2 .176 2.37 3 .043 1.769 DL+LL .247 0 3 20 H2O 4X8 No DF#2 .173 1.013 3 .042 1.607 DL+LL .249 3.354 3 21 H21 4X8 No DF#2 .344 2.036 3 .096 2.036 DL+LL .374 0 3 22 H22 4X8 No DF#2 .419 2.169 3 .115 2.169 DL+LL .241 4.25 3 23 H23 4X8 No DF#2 .362 2.568 3 .102 2.169 DL+LL .274 4.25 3 24 H24 4X8 No DF#2 .039 1.177 3 .036 0 DL .064 2.354 3 25 H25 4X8 No DF#2 .045 1.271 3 .036 0 DL .069 2.542 3 26 1 H26 I 4X8 I No I DF#2 1 .039 1 1.177 1 3 1 .036 1 0 1 DL 1 .064 12.3541 3 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rFl] Page 3 Page 14 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Code Summary for Wood: UPPER FLOOR (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size ExDlicit Material Bending ... Locfftl LC DO Check Locfftl Cat Shear Ch... Locrftl LC 27 H27 4X8 No DF#2 .031 1.523 3 .036 0 DL .04 0 3 28 H28 4X8 No DF#2 .033 1.727 3 .036 0 DL .042 3.25 3 29 H29 4X8 No DF#2 .687 4.583 3 .435 4.583 DL+LL .292 9.166 3 30 H30 5.5X12FS No 24F-1.8... .584 8.125 3 .743 8.125 DL+LL .321 16.25 3 31 H31 4X8 No DF#2 .259 1.306 2 .05 1.398 LL .387 2.917 2 32 H32 4X8 No DF#2 .286 1.461 2 .065 1.461 DL+LL .447 0 2 33 H33 4X8 No DF#2 .298 1.576 2 .068 1.432 DL+LL .513 0 4 34 H34 4X8 No DF#2 .273 1.547 2 .072 1.404 DL+LL .473 2.75 4 35 H35 4X8 No DF#2 .805 2.635 2 .312 2.875 LL .579 5.75 2 36 H36 4X8 No DF#2 .206 1.432 4 .053 1.375 DL+LL .412 0 4 37 H37 4X8 No DF#2 .242 1.089 4 .057 1.318 DL+LL .38 2.75 4 38 H38 4X8 No DF#2 .1 1.266 3 .036 0 DL .2 2.25 3 39 H39 4X8 No DF#2 .131 1.125 3 .036 0 DL .229 2.25 3 40 H40 4X10 No DF#2 .8 2.125 4 .158 2.009 DL+LL .624 3.708 4 41 H41 4X8 No DF#2 .667 1.57 3 .121 1.483 DL+LL .578 2.792 3 42 H42 4X8 No DF#2 .165 1.203 3 .036 0 DL .166 0 3 43 H43 5.5X12FS No 24F-1.8... .666 7.646 3 .784 7.646 DL+LL .324 0 3 44 H44 4X8 No DF#2 .683 2.188 4 .286 2.516 DL+LL .623 0 3 45 B45 3.5x14FS No PARAL.. .224 4.675 2 .132 4.58 LL .289 9.16 2 46 B46 3.5x14FS No PARAL.. .271 5.32 2 .171 4.729 DL+LL .361 0 2 47 B47 3.5x14FS No PARAL.. .215 4.75 3 .154 4.75 DL+LL .266 9.5 3 48 B48 1.75X14FS Yes LVL .243 5.708 4 .13 5.708 DL+LL .063 11.417 4 49 B49 3.5X14FS Yes PARAL.. .22 8.19 4 .348 10.625 DL+LL .129 0 4 50 B50 3.5X14FS Yes PARAL.. .364 1.759 3 .196 8.042 DL+LL .598 0 3 51 B51 6.75X24FS No 24F-1.8... .665 13 4 .835 13 DL+LL .362 0 2 52 B52 3.5x14FS No PARAL.. .032 2.969 4 .036 0 DL .077 5 4 53 B53 3.5x14FS No PARAL.. .252 8.411 3 .661 21.25 DL+LL .455 21.25 3 54 B54 3.5x14FS No PARAL.. .313 4.979 2 .24 4.979 DL+LL .364 0 2 55 B55 1.75X14FS Yes LVL .065 1.927 2 .036 0 DL .051 0 2 56 B56 1.75X14FS Yes LVL .15 2.083 4 .075 2.292 DL+LL .152 0 4 57 B57 1.75X14FS Yes LVL .052 2.104 2 .036 0 DL .067 4.208 2 58 B58 1.75X14FS Yes LVL .096 1.885 2 .036 2.016 LL .128 0 2 59 B59 3.5x14FS No PARAL.. .662 7.5 4 .858 8 DL+LL .543 0 4 60 B60 6.75X25.5FS No 24F-1.8... .701 13 4 .838 13 DL+LL .38 26 2 61 B61 3.5x14FS No PARAL.. .189 5.729 3 .151 5.5 DL+LL .189 10.999 3 62 B62 3.5x14FS No PARAL.. .188 5.843 3 .151 5.5 DL+LL .193 10.999 3 63 B63 2-2X10 Yes HF#2 .222 2 2 .048 2 LL .266 4 2 64 B64 2-2X10 Yes HF#2 .196 2.917 2 .059 2.917 LL .16 5.833 2 65 B65 3.5X14FS Yes PARAL.. .113 3.542 3 .036 0 DL .716 4 3 66 B67 5.5X13.5FS No 24F-1.8... .76 7.6 3 .974 9.354 DL+LL .507 18.708 3 67 B68 5.5X12FS I No 24F-1.8... .658 8.443 3 .888 8.81 DL+LL .309 17.62 3 68 B69 5.5X10.5FS No 24F-1.8... .62 8.81 3 .965 8.81 DL+LL .254 17.62 3 69 B70 3.5X7.5FS No 24F-1.8... .679 5.563 3 .909 5.563 DL+LL .297 11.125 3 70 B71 4X8 No DF#2 .264 1.978 3 .092 2.499 DL+LL .19 4.998 3 71 B72 3.5X12FS No 24F-1.8... .551 8.566 3 .679 8.063 DL+LL .293 0 3 72 B73 5.5X10.5FS No 24F-1.8... .649 8.566 3 .915 8.062 DL+LL .3 0 3 73 B74 2-2X12 No HF#2 .354 5.625 3 .102 5.104 DL+LL .182 0 3 74 B75 2-2X12 No HF#2 .34 4.375 3 .098 4.896 DL+LL .175 10 3 75 B76 2-2X12 No HF#2 .081 2.063 3 .024 0 DL .078 4.125 3 76 B77 2-2X12 No HF#2 .054 2.063 3 .024 0 DL .061 4.1251 3 77 B78 2-2X12 No HF#2 .34 5.625 3 .098 5.104 DL+LL .175 0 3 78 B79 2-2X12 No HF#2 1 .356 5.625 3 .103 5.104 DL+LL .184 0 3 79 B80 2-2X12 No HF#2 .081 2.063 3 .024 0 DL .078 4.125 3 80 B81 2-2X12 No HF#2 .054 2.063 3 .024 0 DL .061 4.125 3 81 B82 2-2X12 No HF#2 .486 6.625 3 .18 6 DL+LL .208 0 3 82 B83 2-2X12 No HF#2 .464 6.875 3 .172 6 DL+LL .198 0 3 83 B84 2-2X12 No HF#2 .081 2.063 1 3 .024 1 0 1 DL .078 4.125 3 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCEA] Page 4 Page 15 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Code Summary for Wood: UPPER FLOOR (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size ExDlicit Material Bending ... Locfftl LC DO Check Locfftl Cat Shear Ch... Locrftl LC 84 B85 2-2X12 No HF#2 .072 2.063 3 .024 0 DL .073 4.125 3 85 B86 2-2X12 No HF#2 .464 6.875 3 .172 6 DL+LL .198 0 3 86 B87 2-2X12 No HF#2 .441 6.875 3 .164 6 DL+LL .188 0 3 87 B88 2-2X12 No HF#2 .081 2.063 3 .024 0 DL .078 4.125 3 88 B89 2-2X12 No HF#2 .072 2.063 3 .024 0 DL .073 4.125 3 89 B90 2-2X12 No HF#2 .309 5.649 3 .089 5.126 DL+LL .158 0 3 90 B91 2-2X12 No HF#2 .342 5.649 3 .099 5.126 DL+LL .176 0 3 91 B92 2-2X12 No HF#2 .081 2.063 3 .024 0 DL .078 4.125 3 92 B93 2-2X12 No HF#2 .054 2.063 3 .024 0 DL .061 4.1251 3 93 B94 2-2X12 No HF#2 .342 5.649 3 .099 5.126 DL+LL .176 0 3 94 B95 2-2X12 No HF#2 .313 5.649 3 .09 5.126 DL+LL .16 0 3 95 B96 2-2X12 No HF#2 .081 2.063 3 .024 0 DL .078 4.1251 3 96 B97 2-2X12 No HF#2 .054 2.063 3 .024 0 DL .061 4.1251 3 97 B98 4X10 No DF#2 .662 5.854 3 .386 5.854 DL+LL .258 11.7081 3 98 B99 4X8 No DF#2 .646 4.75 3 .424 4.75 DL+LL .265 9.5 3 99 B100 4X10 No DF#2 .662 5.854 3 .386 5.854 DL+LL .258 11.708 3 100 B101 4X8 No DF#2 .069 1.577 3 .036 0 DL .087 0 3 101 B104 4X8 No DF#2 .264 1.704 3 .061 1.704 DL+LL .299 3.208 3 102 R187 2X12 No HF#2 .202 6.25 3 .116 6.25 DL+LL .099 12.5 3 103 R188 2X12 No HF#2 .475 4.979 3 .218 4.979 DL+LL .291 9.9571 3 104 R189 2X12 No HF#2 .511 5.021 3 .237 5.021 DL+LL .311 10.0431 3 105 R206 2X12 No HF#2 .814 8.125 3 .61 8.125 DL+LL .306 16.25 3 106 R207 2X12 No HF#2 .991 8.125 3 .743 8.125 DL+LL .373 16.25 3 107 R208 2X12 No HF#2 .991 8.125 3 .743 8.125 DL+LL .373 16.25 3 108 R209 2X12 No HF#2 .991 8.125 3 .743 8.125 DL+LL .373 16.25 3 109 R210 2X12 No HF#2 .991 8.125 3 .743 8.125 DL+LL .373 16.25 3 110 R211 2X12 No HF#2 .991 8.125 3 .743 8.125 DL+LL .373 16.251 3 111 R212 2X12 No HF#2 .991 8.125 3 .743 8.125 DL+LL .373 16.25 3 112 R213 2X12 No HF#2 .814 8.125 3 .61 8.125 DL+LL .306 16.25 3 113 R250 2X12 No HF#2 .368 5.065 3 .172 5.065 DL+LL .222 10.13 3 114 R251 2X12 No HF#2 .385 5.065 3 .18 5.065 DL+LL .232 10.13 3 115 R252 2X12 No HF#2 .385 5.065 3 .18 5.065 DL+LL .232 10.13 3 116 R253 2X12 No HF#2 .385 5.065 3 .18 5.065 DL+LL .232 10. 131 3 117 R254 2X12 No HF#2 .385 5.065 3 .18 5.065 DL+LL .232 10.13 3 118 R255 2X12 No HF#2 .385 5.065 3 .18 5.065 DL+LL .232 10.13 3 119 R256 2X12 No HF#2 .385 5.065 3 .18 5.065 DL+LL .232 10.13 3 120 R257 2X12 No HF#2 .368 5.065 3 .172 5.065 DL+LL .222 10.13 3 121 R266 2X12 No HF#2 .134 3.06 3 .038 3.06 DL+LL .134 6.12 3 122 R267 2X12 No HF#2 .141 3.06 3 .04 3.06 DL+LL .14 6.12 1 3 123 R268 2X12 No HF#2 .141 3.06 3 .04 3.06 DL+LL .14 6.12 3 124 R269 2X12 No HF#2 .141 3.06 3 .04 3.06 DL+LL .14 6.12 3 125 R270 2X12 No HF#2 .141 3.06 3 .04 3.06 DL+LL .14 6.12 3 126 R271 2X12 No HF#2 .141 3.06 3 .04 3.06 DL+LL .14 6.12 3 127 R272 2X12 No HF#2 .141 3.06 3 .04 3.06 DL+LL .14 6.12 3 128 R273 2X12 No HF#2 .134 3.06 3 .038 3.06 DL+LL .134 6.12 3 129 R274 2X12 No HF#2 .289 4.979 3 .133 4.979 DL+LL .177 9.9581 3 130 R275 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 131 R276 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 132 R277 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 133 R278 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 134 R279 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 135 R280 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.9581 3 136 R281 2X12 No HF#2 .289 4.979 3 .133 4.979 DL+LL .177 9.9581 3 137 R283 2X12 No HF#2 .229 4.125 3 .087 4.125 DL+LL .169 8.25 3 138 R284 2X12 No HF#2 .256 4.125 3 .097 4.125 DL+LL .189 8.25 3 139 R285 2X12 No HF#2 .256 4.125 3 .097 4.125 DL+LL .189 8.25 3 140 1 R286 I 2X12 I No I HF#2 1 .256 1 4.125 1 3 1 .097 4.125 DL+LL .189 8.25 3 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCEA] Page 5 Page 16 of 47 111RISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Dec 9, 2019 1:04 PM Checked By: Beam Code Summary for Wood: UPPER FLOOR (Continued) I Thal Qi,a r--H,i# KA.#ariml Ranrlinn I nrrffl 1 r` nafl Charlr I nrrffl (`a4 Chair (`h I nrrffl I 141 R287 2X12 No HF#2 .229 4.125 3 .087 4.125 DL+LL .169 8.251 3 142 R289 2X12 No HF#2 .133 3.146 3 .039 3.146 DL+LL .129 6.292 3 143 R290 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 144 R291 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 145 R292 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 146 R293 2X12 No HF#2 .133 3.146 3 .039 3.146 DL+LL .129 6.292 3 147 R296 2X12 No HF#2 .66 6.73 3 .41 6.73 DL+LL .299 13.459 3 148 R297 2X12 No HF#2 .68 6.73 3 .422 6.73 DL+LL .309 13.459 3 149 R298 2X12 No HF#2 .68 6.73 3 .422 6.73 DL+LL .309 13.459 3 150 R299 2X12 No HF#2 .68 6.73 3 .422 6.73 DL+LL .309 13.459 3 151 R300 2X12 No HF#2 .68 6.73 3 .422 6.73 DL+LL .309 13.4591 3 152 R301 2X12 No HF#2 .66 6.73 3 .41 6.73 DL+LL .299 13.459 3 153 TRUSS256 Not Designed No RIGID No Calc 0 0 N/A No Calc 154 R282 2X12 No HF#2 .414 5 3 .191 5 DL+LL .253 10 3 155 R288 2X12 No HF#2 .072 2.163 3 .036 0 DL .102 4.327 3 156 R294 2X12 No HF#2 .008 .712 3 .036 0 DL .034 1.423 3 157 R295 2X12 No HF#2 .364 5 3 .168 5 DL+LL .223 10 1 3 158 R302 2X12 No HF#2 .072 2.163 3 .036 0 DL .102 4.3271 3 159 R303 2X12 No HF#2 .008 .712 3 .036 0 DL .034 1.423 3 160 R304 2X12 No HF#2 .422 5 3 .195 5 DL+LL .258 10 3 161 R305 2X12 No HF#2 .072 2.163 3 .036 0 DL .102 4.327 3 162 R306 2X12 No HF#2 .045 1.712 3 .036 0 DL .081 3.423 3 163 R307 2X12 No HF#2 .524 6 3 .29 6 DL+LL .267 12 3 164 R308 2X12 No HF#2 .072 2.163 3 .036 0 DL .102 4.3271 3 165 R309 2X12 No HF#2 .045 1.712 3 .036 0 DL .081 3.4231 3 166 R310 2X12 No HF#2 .444 6 3 .246 6 DL+LL .226 12 3 167 R311 2X12 No HF#2 .072 2.163 3 .036 0 DL .102 4.327 3 168 R312 2X12 No HF#2 .008 .733 3 .036 0 DL .035 1.466 3 169 R313 2X12 No HF#2 .367 5.021 3 .17 5.021 DL+LL .223 10.042 3 170 R314 2X12 No HF#2 .072 2.163 3 .036 0 DL .102 4.327 3 171 R315 2X12 No HF#2 .008 .733 3 .036 0 DL .035 1.466 3 172 R316 2X12 No HF#2 .254 5.021 3 .118 5.021 DL+LL .155 10.042 3 173 X289 Not Designed No RIGID No Calc 0 0 N/A No Calc 174 B271 3.5X6FS No 24F-1.8... .548 5.563 3 .919 5.563 DL+LL .197 11.125 3 Beam Code Summary for Wood: UPPER ROOF I nhal lQi7a Fvnliri4 Mntorinl Ranrlinn I nrrffl I R rlafl r.hark I nrrffl Ra# Chaar (.h I nrrffl I R 1 H1 4X8 No DF#2 .089 1.76 3 .036 0 DL .072 3.25 3 2 H2 4X8 No DF#2 .089 1.49 3 .036 0 DL .072 0 3 3 H3 4X8 No DF#2 .086 1.253 3 .036 0 DL .078 0 3 4 H4 4X10 No DF#2 .926 2.25 3 .183 2.25 DL+LL .484 0 3 5 H5 4X8 No DF#2 .101 10.404 3 .036 0 DL .211 2.815 3 6 H6 4X8 No DF#2 .013 1.375 3 .036 0 DL .019 2.75 3 7 H7 4X8 No DF#2 .012 1.375 3 .036 0 DL .017 2.75 3 8 H8 4X8 No DF#2 .104 1.102 3 .036 0 DL .239 8.935 3 9 H9 4X8 No DF#2 .057 .492 3 .036 0 DL .119 0 3 10 H10 4X8 No DF#2 .13 1.862 3 .036 0 DL .154 2.75 3 11 H11 4X8 No DF#2 .148 1.547 3 .036 0 DL .131 2.75 3 12 H12 4X8 No DF#2 .148 1.204 3 .036 0 DL .131 0 3 13 H13 4X8 No DF#2 .13 .888 3 .036 0 DL .154 0 3 14 H14 4X8 No DF#2 .536 4.675 3 .337 4.58 DL+LL .244 9.16 3 15 H15 4X8 No DF#2 .656 4.767 3 .461 5.085 DL+LL .256 0 3 16 B16 5.5X9FS No 24F-1.8... .612 7.073 3 .909 7.073 DL+LL .301 14.146 3 17 B17 5.5X15FS No 24F-1.8... .65 10.701 3 .961 11.166 DL+LL .331 0 3 18 B18 5.5X9FS No 24F-1.8... .585 7.781 3 .947 7.619 DL+LL .282 0 3 19 B19 5.5X13.5FS No 24F-1.8... .706 9.896 3 .913 9.5 DL+LL .376 19 3 RISAFloor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE. 11 Page 6 Page 17 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Code Summary for Wood: UPPER ROOF (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size ExDlicit Material Bending ... Locfftl LC DO Check Locfftl Cat Shear Ch... Locrftl LC 20 B20 5.5X7.5FS No 24F-1.8... .413 5.271 3 .554 5.5 DL+LL .205 0 3 21 B21 2-2X12 Yes HF#2 .452 4.357 3 .183 4.979 DL+LL .267 0 3 22 B22 5.5X12FS No 24F-1.8... .667 9.125 3 .93 9.125 DL+LL .311 18.25 3 23 R23 2X12 No HF#2 .715 7.479 3 .493 7.479 DL+LL .292 14.958 3 24 R24 2X12 No HF#2 .047 1.771 3 .036 0 DL .081 3.542 3 25 R25 2X12 No HF#2 .966 7.479 3 .579 7.479 DL+LL .343 14.9581 3 26 R26 2X12 No HF#2 .966 7.479 3 .579 7.479 DL+LL .343 14.958 3 27 R27 2X12 No HF#2 .194 3.354 3 .052 3.354 DL+LL .154 6.708 3 28 R28 2X12 No HF#2 .884 7.479 3 .53 7.479 DL+LL .314 14.958 3 29 R47 2X12 No HF#2 .33 5.271 3 .16 5.271 DL+LL .191 10.542 3 30 R48 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.542 3 31 R49 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.542 3 32 R50 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.5421 3 33 R51 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.542 3 34 R52 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.542 3 35 R53 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.542 3 36 R54 2X12 No HF#2 .417 5.271 3 .203 5.271 DL+LL .242 10.542 3 37 R55 2X12 No HF#2 .33 5.271 3 .16 5.271 DL+LL .191 10.542 3 38 R65 2X12 No HF#2 .33 5.273 3 .161 5.273 DL+LL .191 110.5461 3 39 R66 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.5461 3 40 R67 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.5461 3 41 R68 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.5461 3 42 R69 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.546 3 43 R70 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.546 3 44 R71 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.546 3 45 R72 2X12 No HF#2 .417 5.273 3 .203 5.273 DL+LL .242 10.546 3 46 R73 2X12 No HF#2 .33 5.273 3 .161 5.273 DL+LL .191 10.546 3 47 R117 2X12 No HF#2 .114 3.146 3 .036 0 DL .111 6.2921 3 48 R118 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 49 R119 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 50 R120 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 51 R121 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 52 R122 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 53 R123 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 54 R124 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 55 R125 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 56 R126 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 57 R127 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 58 R128 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 59 R129 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 60 R130 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 61 R131 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 62 R132 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 63 R133 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 64 R134 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 65 R135 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 66 R136 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 67 R137 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 68 R138 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 69 R139 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.292 3 70 R140 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 71 R141 2X12 No HF#2 .149 3.146 3 .043 3.146 DL+LL .144 6.2921 3 72 R142 2X12 No HF#2 .114 3.146 3 .036 0 DL .111 6.2921 3 73 R78 2X12 No HF#2 .715 7.479 3 .493 7.479 DL+LL .292 14.958 3 74 R79 2X12 No HF#2 .715 7.479 3 .493 7.479 DL+LL .292 14.958 3 75 R75 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 76 R76 I 2X12 1 No I HF#2 1 .84 1 7.479 1 3 1 .579 7.479 DL+LL .343 14.958 3 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCEA] Page 7 Page 18 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Code Summary for Wood: UPPER ROOF (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size ExDlicit Material Bending ... Locfftl LC DO Check Locfftl Cat Shear Ch... Locrftl LC 77 R77 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.9581 3 78 R80 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 79 R81 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 80 R82 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 81 R83 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 82 R84 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 83 R85 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.9581 3 84 R104 2X12 No HF#2 .769 7.479 3 .53 7.479 DL+LL .314 14.958 3 85 R105 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 86 R106 2X12 No HF#2 .84 7.479 3 .579 7.479 DL+LL .343 14.958 3 87 R107 2X12 No HF#2 .801 7.479 3 .553 7.479 DL+LL .335 14.958 3 88 R108 2X12 No HF#2 .158 3.24 3 .047 3.24 DL+LL .149 6.479 3 89 R109 2X12 No HF#2 .158 3.24 3 .047 3.24 DL+LL .149 6.4791 3 90 R110 2X12 No HF#2 .158 3.24 3 .047 3.24 DL+LL .149 6.4791 3 91 R111 2X12 No HF#2 .158 3.24 3 .047 3.24 DL+LL .149 6.4791 3 92 R112 2X12 No HF#2 .144 3.24 3 .043 3.24 DL+LL .136 6.479 3 93 R170 2X12 No HF#2 .173 3.5 3 .056 3.5 DL+LL .151 7 3 94 R171 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 95 R172 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 96 R173 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 97 R174 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 1 3 98 R175 2X12 No HF#2 .556 6.771 3 .33 6.5 DL+LL .279 13 3 99 R176 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 100 R177 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 101 R178 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 102 R179 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 103 R180 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 1 3 104 R181 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 105 R182 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 106 R183 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 107 R184 2X12 No HF#2 .62 6.5 3 .37 6.5 DL+LL .27 13 3 108 R185 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.9581 3 109 R186 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 110 R187 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 111 R188 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 112 R189 2X12 No HF#2 .372 4.979 3 .171 4.979 DL+LL .228 9.958 3 113 R190 2X12 No HF#2 .349 4.979 3 .16 4.979 DL+LL .214 9.958 3 114 R114 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 1 3 115 R115 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 116 R116 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 117 R143 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 118 R144 2X12 No HF#2 .184 3.5 3 .059 3.5 DL+LL .161 7 3 119 R145 2X12 No HF#2 .572 6.094 3 .341 6.5 DL+LL .283 0 3 120 R146 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 1 3 121 R147 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 122 R148 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 123 R149 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 124 R150 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 125 R151 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 126 R152 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 127 R153 2X12 No HF#2 .634 6.5 3 .38 6.5 DL+LL .298 13 3 Beam Design for Wood Products: FOUNDATION Label Size Explicit Vmax k V'[kI Mmax k-ftM'rrk-ftl Max Start Rea... Max End ..Min Start... Min End ... No Data to Print ... RISAFloor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 8 Page 19 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Design for Wood Products: MAIN FLOOR Dec 9, 2019 1:04 PM Checked By: Label Size Explicit Vmaxfkl V'fkl Mmaxfk-ftl M'rrk-ftl Max Start Rea... Max End ..Min Start... Min End ... 1 J9 9-1/2 BCI 60... Yes .073 1.575 -.065 3.165 .073 .073 .02 .02 2 J10 9-1/2 BCI 60... Yes .126 1.575 -.144 3.165 .126 .126 .032 .032 3 J11 9-1/2 BCI 60... Yes .137 1.575 -.163 3.165 .137 .137 .035 .035 4 J12 9-1/2 BCI 60... Yes .158 1.811 -.084 3.64 .178 .178 .08 .08 5 J13 9-1/2 BCI 60... Yes .266 1.811 -.265 3.64 .304 .304 .149 .149 6 J14 9-1/2 BCI 60... Yes -.058 1.575 -.038 3.165 .058 .058 .015 .015 7 J15 9-1/2 BCI 60... Yes -1.028 1.575 -1.617 3.165 1.173 1.173 .563 .563 8 J16 9-1/2 BCI 60... Yes .568 1.575 -.503 3.165 .657 .657 .325 .325 9 J17 9-1/2 BCI 60... Yes .163 1.575 -.237 3.165 .163 .163 .041 .041 10 J18 9-1/2 BCI 60... I Yes .095 1.575 -.095 3.165 .095 .095 .025 .025 11 J19 9-1/2 BCI 60... Yes .09 1.575 -.09 3.165 .09 .09 .024 .024 12 J20 9-1/2 BCI 60... Yes -.099 1.575 -.086 3.165 .099 .099 .025 .025 13 J21 9-1/2 BCI 60... Yes -.175 1.575 -.262 3.165 .175 .175 .044 .044 14 J78 9-1/2 BCI 60... Yes .421 1.575 -1.532 3.165 .421 .421 .106 .106 15 J79 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 16 J80 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 17 J81 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 18 J82 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 19 J83 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 20 J84 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 21 J85 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 22 J86 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 23 J87 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 24 J88 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 25 J89 9-1/2 BCI 60... Yes .514 1.575 -1.871 3.165 .514 .514 .127 .127 26 J90 9-1/2 BCI 60... Yes .421 1.575 -1.532 3.165 .421 .421 .106 .106 27 J102 9-1/2 BCI 60... Yes .221 1.575 -.404 3.165 .221 .221 .055 .055 28 J103 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 29 J104 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 30 J105 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 31 J106 9-1/2 BCI 60... I Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 32 J107 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 33 J108 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 34 J109 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 35 J110 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 36 J111 9-1/2 BCI 60... Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 37 J112 9-1/2 BCI 60... I Yes .258 1.575 -.472 3.165 .258 .258 .064 .064 38 J113 9-1/2 BCI 60... Yes .221 1.575 -.404 3.165 .221 .221 .055 .055 39 J122 9-1/2 BCI 60... Yes .317 1.575 -.738 3.165 .317 .317 .078 .078 40 J123 9-1/2 BCI 60... Yes -.329 1.575 -.765 3.165 .329 .329 .081 .081 41 J124 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 42 J125 9-1/2 BCI 60... Yes -.329 1.575 -.765 3.165 .329 .329 .081 .081 43 J126 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 44 J127 9-1/2 BCI 60... Yes -.329 1.575 -.765 3.165 .329 .329 .081 .081 45 J128 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 46 J129 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 47 J130 9-1/2 BCI 60... Yes -.329 1.575 -.765 3.165 .329 .329 .081 .081 48 J131 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 49 J132 9-1/2 BCI 60... Yes -.329 1.575 -.765 3.165 .329 .329 .081 .081 50 J133 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 51 J134 9-1/2 BCI 60... Yes -.329 1.575 -.765 3.165 .329 .329 .081 .081 52 J135 9-1/2 BCI 60... Yes .329 1.575 -.765 3.165 .329 .329 .081 .081 53 J136 9-1/2 BCI 60... Yes -.317 1.575 -.738 3.165 .317 .317 .078 .078 54 J159 9-1/2 BCI 60... Yes -.407 1.575 -1.271 3.165 .407 .407 .101 .101 55 J160 9-1/2 BCI 60... Yes -.441 1.575 -1.379 3.165 .441 .441 .109 .109 56 J161 9-1/2 BCI 60... Yes .441 1.575 -1.379 3.165 .441 .441 .109 .109 57 1 J162 9-1/2 BCI 60... Yes 1 -.441 1 1.575 1 -1.379 1 3.165 1 .441 1 .441 1 .109 1 .109 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 9 Page 20 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Design for Wood Products: MAIN FLOOR (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size Explicit Vmaxfkl V'fkl Mmaxfk-ftl M'rrk-ftl Max Start Rea... Max End ..Min Start... Min End ... 58 J163 9-1/2 BCI 60... Yes -.441 1.575 -1.379 3.165 .441 .441 .109 .109 59 J164 9-1/2 BCI 60... Yes .441 1.575 -1.379 3.165 .441 .441 .109 .109 60 J165 9-1/2 BCI 60... Yes .441 1.575 -1.379 3.165 .441 .441 .109 .109 61 J166 9-1/2 BCI 60... Yes .441 1.575 -1.379 3.165 .441 .441 .109 .109 62 J167 9-1/2 BCI 60... Yes .431 1.575 -1.317 3.165 .431 .382 .106 .096 63 J168 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 64 J169 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 65 J170 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 66 J171 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 67 J172 9-1/2 BCI 60... I Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 68 J173 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 69 J174 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 70 J175 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 71 J176 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 72 J177 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 73 J178 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 74 J179 9-1/2 BCI 60... Yes -.291 1.575 -.65 3.165 .291 .291 .072 .072 75 J204 9-1/2 BCI 60... Yes -.247 1.575 -.552 3.165 .247 .247 .063 .063 76 J205 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 77 J206 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 78 J207 9-1/2 BCI 60... I Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 79 J208 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 80 J209 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 81 J210 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 82 J211 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 83 J212 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 84 J213 9-1/2 BCI 60... I Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 85 J214 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 86 J215 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 87 J216 9-1/2 BCI 60... Yes -.315 1.575 -.705 3.165 .315 .315 .078 .078 88 J217 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 89 J218 9-1/2 BCI 60... Yes .315 1.575 -.705 3.165 .315 .315 .078 .078 90 J219 9-1/2 BCI 60... I Yes -.331 1.575 -.777 3.165 .32 .331 .079 .082 91 J220 9-1/2 BCI 60... Yes .491 1.575 -1.707 3.165 .491 .458 .121 .114 92 J221 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 93 J222 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 94 J223 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 95 J224 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 96 J225 9-1/2 BCI 60... I Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 97 J226 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 98 J227 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 99 J228 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 100 J229 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 101 J230 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 102 J231 9-1/2 BCI 60... Yes -.499 1.575 -1.765 3.165 .499 .499 .123 .123 103 J232 9-1/2 BCI 60... Yes -.391 1.575 -1.384 3.165 .391 .391 .099 .099 104 J153 9-1/2 BCI 60... Yes .571 1.575 -1.605 3.165 .345 .398 .019 -.031 105 J154 9-1/2 BCI 60... Yes .674 1.575 -1.895 3.165 .408 .47 .021 -.037 106 J155 9-1/2 BCI 60... Yes .674 1.575 -1.895 3.165 .408 .47 .021 -.037 107 J156 9-1/2 BCI 60... I Yes .674 1.575 -1.895 3.165 .408 .47 .021 -.037 108 J157 9-1/2 BCI 60... Yes .674 1.575 -1.895 3.165 .408 .47 .021 -.037 109 J158 9-1/2 BCI 60... Yes .674 1.575 -1.895 3.165 .408 .47 .021 -.037 110 J180 9-1/2 BCI 60... Yes .674 1.575 -1.895 3.165 .408 .47 .021 -.037 111 J181 9-1/2 BCI 60... Yes .573 1.575 -1.676 3.165 .386 .395 .029 -.035 112 J188 9-1/2 BCI 60... Yes .162 1.575 -.202 3.165 .162 .162 .04 .04 113 J189 9-1/2 BCI 60... Yes -.176 1.575 -.221 3.165 .176 .176 .043 .043 114 1 J190 9-1/2 BCI 60... Yes 1 .176 1 1.575 1 -.221 1 3.165 1 .176 1 .176 1 .043 1 .043 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCEA] Page 10 Page 21 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Design for Wood Products: MAIN FLOOR (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size Explicit Vmaxfkl V'fkl Mmaxfk-ftl M'rrk-ftl Max Start Rea... Max End ..Min Start... Min End ... 1151 J191 9-1/2 BCI 60... Yes -.325 1.575 -.746 3.165 .278 .325 .07 .081 116 J192 9-1/2 BCI 60... Yes -.347 1.575 -.853 3.165 .347 .347 .085 .085 117 J193 9-1/2 BCI 60... Yes -.347 1.575 -.853 3.165 .347 .347 .085 .085 118 J194 9-1/2 BCI 60... Yes .347 1.575 -.853 3.165 .347 .347 .085 .085 119 J195 9-1/2 BCI 60... Yes .347 1.575 -.853 3.165 .347 .347 .085 .085 120 J196 9-1/2 BCI 60... Yes -.347 1.575 -.853 3.165 .347 .347 .085 .085 121 J197 9-1/2 BCI 60... Yes -.347 1.575 -.853 3.165 .347 .347 .085 .085 122 J198 9-1/2 BCI 60... Yes .318 1.575 -.782 3.165 .318 .318 .079 .079 123 J152 9-1/2 BCI 60... Yes .301 1.575 -.739 3.165 .301 .301 .075 .075 124 J182 9-1/2 BCI 60... I Yes -.347 1.575 -.853 3.165 .347 .347 .085 .085 125 J183 9-1/2 BCI 60... Yes -.301 1.575 -.739 3.165 .301 .301 .075 .075 126 J291 9-1/2 BCI 60... Yes .19 1.575 -.277 3.165 .19 .19 .047 .047 127 J292 9-1/2 BCI 60... Yes -.206 1.575 -.3 3.165 .206 .206 .051 .051 128 J293 9-1/2 BCI 60... Yes -.206 1.575 -.3 3.165 .206 .206 .051 .051 129 J294 9-1/2 BCI 60... Yes .206 1.575 -.3 3.165 .206 .206 .051 .051 130 J295 9-1/2 BCI 60... I Yes .206 1.575 -.3 3.165 .206 .206 .051 .051 131 J296 9-1/2 BCI 60... Yes .206 1.575 -.3 3.165 .206 .206 .051 .051 132 J297 9-1/2 BCI 60... Yes -.206 1.575 -.3 3.165 .206 .206 .051 .051 133 J298 9-1/2 BCI 60... Yes -.445 1.575 -1.401 3.165 .406 .445 .102 .11 134 J299 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 135 J300 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 136 J301 9-1/2 BCI 60... I Yes .469 1.575 -1.561 3.165 .469 .469 .116 .116 137 J302 9-1/2 BCI 60... Yes .469 1.575 -1.561 3.165 .469 .469 .116 .116 138 J303 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 139 J304 9-1/2 BCI 60... Yes .469 1.575 -1.561 3.165 .469 .469 .116 .116 140 J305 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 141 J306 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 142 J307 9-1/2 BCI 60... I Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 143 J308 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 144 J309 9-1/2 BCI 60... Yes .469 1.575 -1.561 3.165 .469 .469 .116 .116 145 J310 9-1/2 BCI 60... Yes .469 1.575 -1.561 3.165 .469 .469 .116 .116 146 J311 9-1/2 BCI 60... Yes -.469 1.575 -1.561 3.165 .469 .469 .116 .116 147 J312 9-1/2 BCI 60... Yes .469 1.575 -1.56 3.165 .469 .455 .116 .112 148 J313 9-1/2 BCI 60... I Yes -.484 1.575 -1.554 3.165 .484 .484 .118 .118 149 J315 9-1/2 BCI 60... Yes .423 1.575 -1.358 3.165 .423 .423 .105 .105 150 J316 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 151 J317 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 152 J318 9-1/2 BCI 60... Yes .452 1.575 -1.452 3.165 .452 .452 .111 .111 153 J319 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 154 J320 9-1/2 BCI 60... I Yes .454 1.575 -1.459 3.165 .454 .454 .112 .112 155 J321 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 156 J322 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 157 J323 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 158 J324 9-1/2 BCI 60... Yes .453 1.575 -1.456 3.165 .453 .453 .112 .112 159 J325 9-1/2 BCI 60... Yes .419 1.575 -1.344 3.165 .419 .419 .104 .104 160 J238 9-1/2 BCI 60... I Yes .114 1.575 -.114 3.165 .114 .114 .029 .029 161 J239 9-1/2 BCI 60... Yes .141 1.575 -.141 3.165 .141 .141 .035 .035 162 J240 9-1/2 BCI 60... Yes .141 1.575 -.141 3.165 .141 .141 .035 .035 163 J241 9-1/2 BCI 60... Yes .141 1.575 -.141 3.165 .141 .141 .035 .035 164 J242 9-1/2 BCI 60... Yes .141 1.575 -.141 3.165 .141 .141 .035 .035 165 J243 9-1/2 BCI 60... Yes .141 1.575 -.141 3.165 .141 .141 .035 .035 166 J244 9-1/2 BCI 60... I Yes .114 1.575 -.114 3.165 .114 .114 .029 .029 167 J271 9-1/2 BCI 60... Yes .213 1.575 -.328 3.165 .213 .213 .053 .053 168 J272 9-1/2 BCI 60... Yes .218 1.575 -.335 3.165 .218 .218 .054 .054 169 J273 9-1/2 BCI 60... Yes .218 1.575 -.335 3.165 .218 .218 .054 .054 170 J274 9-1/2 BCI 60... Yes .218 1.575 -.335 3.165 .218 .218 .054 .054 171 J275 9-1/2 BCI 60... Yes 1 .218 1 1.575 1 -.335 1 3.165 1 .218 1 .218 1 .054 1 .054 RISAFIoor Version 14.0.0[CA ... \...\...\...\...\... \CALCS\HELLEREN RESIDENCE.rfl] Page 11 Page 22 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Dec 9, 2019 1:04 PM Checked By: Beam Design for Wood Products: MAIN FLOOR (Continued) I ohol Qi- Gvnlirif \/movr4l \/'rill AAmovrlr_ftl AA'rrL_ffl KAov Qtort Roo AAov r-A KAin Cfort KAin Fnrl 172 J276 9-1/2 BCI 60... Yes .218 1.575 -.335 3.165 .218 .218 .054 .054 173 J277 9-1/2 BCI 60... Yes .218 1.575 -.335 3.165 .218 .218 .054 .054 174 J278 9-1/2 BCI 60... Yes .436 1.575 -.672 3.165 .542 .542 .242 .242 175 J279 9-1/2 BCI 60... Yes -.538 1.575 -1.398 3.165 .441 .61 .137 .224 176 J280 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 177 J281 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 178 J282 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 179 J283 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 180 J284 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 181 J285 9-1/2 BCI 60... I Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 182 J286 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 183 J287 9-1/2 BCI 60... Yes -.403 1.575 -1.15 3.165 .403 .403 .099 .099 184 J288 9-1/2 BCI 60... Yes -.384 1.575 -1.079 3.165 .376 .384 .094 .096 185 J349 9-1/2 BCI 60... Yes -.191 1.575 -.286 3.165 .191 .191 .048 .048 186 J350 9-1/2 BCI 60... Yes -.211 1.575 -.316 3.165 .211 .211 .052 .052 187 J351 9-1/2 BCl 60... I Yes -.211 1.575 -.316 3.165 .211 .211 .052 .052 188 J352 9-1/2 BCI 60... Yes -.211 1.575 -.316 3.165 .211 .211 .052 .052 189 J353 9-1/2 BCl 60... Yes -.211 1.575 -.316 3.165 .211 .211 .052 .052 190 J354 9-1/2 BCI 60... Yes -.211 1.575 -.316 3.165 .211 .211 .052 .052 191 J355 9-1/2 BCI 60... Yes -.211 1.575 -.316 3.165 .211 .211 .052 .052 192 J356 9-1/2 BCI 60... Yes -.278 1.575 -.546 3.165 .26 .278 .065 .068 193 J357 9-1/2 BCI 60... I Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 194 J358 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 195 J359 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 196 J360 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 197 J361 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 198 J362 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 199 J363 9-1/2 BCI 60... I Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 200 J364 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 201 J365 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 202 J366 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 203 J367 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 204 J368 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 205 J369 9-1/2 BCI 60... I Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 206 J370 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 207 J371 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 208 J372 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 209 J373 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 210 J374 9-1/2 BCI 60... Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 211 J375 9-1/2 BCI 60... I Yes .28 1.575 -.557 3.165 .28 .28 .069 .069 212 J376 9-1/2 BCI 60... Yes .254 1.575 -.504 3.165 .254 .254 .063 .063 213 J290 9-1/2 BCI 60... Yes .456 1.575 -1.569 3.165 .456 .456 .113 .113 214 J326 9-1/2 BCI 60... Yes .382 1.575 -1.314 3.165 .382 .382 .097 .097 215 J233 9-1/2 BCI 60... Yes .186 1.575 -.244 3.165 .186 .186 .046 .046 216 J234 9-1/2 BCI 60... Yes .268 1.575 -.507 3.165 .268 .268 .066 .066 Beam Design for Wood Products: UPPER FLOOR I ahal gi7a FYnlirit \/mavrkl \/'rkl AAmaYrk-ftl M'rrk-ftl KAaY Mart Raa Max Fnr1 AAin gtnrf Ain Fnrl 1 J102 14 BCl 6000-... Yes -.303 1.925 -1.001 4.815 .303 .303 .082 .082 2 J103 14 BCI 6000-.. Yes .09 1.925 -.179 4.815 .09 .09 .029 .029 3 A 15 14 BCl 6000-... Yes -.316 1.925 -.902 4.815 .316 .316 .082 .082 4 A 16 14 BCl 6000-.. Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 5 A 17 14 BCl 6000-... Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 6 J118 14 BCI 6000-.. Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 7 J119 14 BCl 6000-... Yes -.316 1.925 -.902 4.815 .316 .316 .082 .082 8 J153 14 BCl 6000-.. Yes .191 1.925 -.279 4.815 .191 .191 .049 .049 RISAFloor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 12 Page 23 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Beam Design for Wood Products: UPPER FLOOR (Continued) Dec 9, 2019 1:04 PM Checked By: Label Size Explicit Vmaxfkl V'fkl Mmaxfk-ftl M'rrk-ftl Max Start Rea... Max End ..Min Start... Min End ... 9 J154 14 BCl 6000-.. Yes -.252 1.925 -.719 4.815 .252 .252 .068 .068 10 J155 14 BCl 6000-.. Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 11 J156 14 BCl 6000-.. Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 12 J157 14 BCl 6000-.. Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 13 J158 14 BCl 6000-.. Yes -.406 1.925 -1.158 4.815 .406 .406 .102 .102 14 J159 14 BCl 6000-.. Yes -.401 1.925 -1.133 4.815 .36 .401 .092 .101 15 J160 14 BCl 6000-.. Yes .666 1.925 -3.121 4.815 .666 .657 .168 .166 16 J161 14 BCl 6000-.. Yes .686 1.925 -3.307 4.815 .686 .686 .172 .172 17 J162 14 BCl 6000-.. Yes .686 1.925 -3.307 4.815 .686 .686 .172 .172 18 J163 14 BCl 6000-.. Yes .686 1.925 -3.307 4.815 .686 .686 .172 .172 19 J164 14 BCl 6000-.. Yes -.686 1.925 -3.307 4.815 .686 .686 .172 .172 20 J165 14 BCl 6000-.. Yes -.686 1.925 -3.307 4.815 .686 .686 .172 .172 21 J166 14 BCl 6000-.. Yes -.686 1.925 -3.307 4.815 .686 .686 .172 .172 22 J167 14 BCl 6000-.. Yes -.754 1.925 -4 4.815 .731 .754 .185 .19 23 J168 14 BCl 6000-.. Yes -.755 1.925 -4.012 4.815 .755 .755 .19 .19 24 J169 14 BCl 6000-.. Yes -.755 1.925 -4.012 4.815 .755 .755 .19 .19 25 J170 14 BCl 6000-.. Yes .755 1.925 -4.012 4.815 .755 .755 .19 .19 26 J171 14 BCl 6000-.. Yes .696 1.925 -3.699 4.815 .696 .696 .177 .177 27 J143 14 BCl 6000-.. Yes .055 1.925 -.027 4.815 .055 .055 .014 .014 28 J144 14 BCl 6000-.. Yes .07 1.925 -.034 4.815 .07 .07 .018 .018 29 J145 14 BCl 6000-.. Yes .07 1.925 -.034 4.815 .07 .07 .018 .018 30 J146 14 BCl 6000-.. Yes .07 1.925 -.034 4.815 .07 .07 .018 .018 31 J147 14 BCl 6000-.. Yes .07 1.925 -.034 4.815 .07 .07 .018 .018 32 J148 14 BCl 6000-.. Yes .07 1.925 -.034 4.815 .07 .07 .018 .018 33 J149 14 BCl 6000-.. Yes .055 1.925 -.027 4.815 .055 .055 .014 .014 34 J151 14 BCl 6000-.. Yes .63 1.925 -3.346 4.815 .63 .63 .163 .163 35 J152 14 BCl 6000-.. Yes .755 1.925 -4.011 4.815 .755 .749 .19 .189 36 J172 14 BCl 6000-.. Yes -.739 1.925 -3.841 4.815 .739 .739 .186 .186 37 J173 14 BCl 6000-.. Yes .612 1.925 -3.162 4.815 .613 -1.521 .033 .349 38 J178 14 BCl 6000-.. Yes .594 1.925 -3.057 4.815 .594 -1.182 .026 .368 39 J179 14 BCl 6000-.. Yes .732 1.925 -3.772 4.815 .732 -2.202 .048 .479 40 J180 14 BCl 6000-.. Yes .733 1.925 -3.776 4.815 .733 -2.388 .052 .463 41 J181 14 BCl 6000-.. Yes .594 1.925 -3.055 4.815 .594 -1.108 .024 -.332 42 J191 14 BCl 6000-.. Yes .663 1.925 -3.52 4.815 .663 .663 .17 .17 43 J192 14 BCl 6000-.. Yes .755 1.925 -4.012 4.815 .755 .755 .19 .19 44 J193 14 BCl 6000-.. Yes .755 1.925 -4.012 4.815 .755 .755 .19 .19 45 J194 14 BCl 6000-.. Yes -.734 1.925 -3.789 4.815 .663 .734 .17 .185 46 J195 14 BCl 6000-.. Yes -.473 1.925 -1.572 4.815 .473 .473 .119 .119 47 J196 14 BCl 6000-.. Yes -.473 1.925 -1.572 4.815 .473 .473 .119 .119 48 J197 14 BCl 6000-.. Yes -.415 1.925 -1.379 4.815 .415 .415 .106 .106 49 J186 14 BCl 6000-.. Yes .149 1.925 -.186 4.815 .149 .149 .038 .038 50 J187 14 BCl 6000-.. Yes .178 1.925 -.222 4.815 .178 .178 .045 .045 51 J188 14 BCl 6000-.. Yes .178 1.925 -.222 4.815 .178 .178 .045 .045 52 J189 14 BCl 6000-.. Yes .149 1.925 -.186 4.815 .149 .149 .038 .038 53 J184 14 BCl 6000-.. Yes .088 1.925 -.068 4.815 .088 .088 .023 .023 54 J185 14 BCl 6000-.. Yes .11 1.925 -.086 4.815 .11 .11 .028 .028 55 J190 14 BCl 6000-.. Yes .088 1.925 -.068 4.815 .088 .088 .023 .023 56 J230 14 BCl 6000-.. Yes .602 1.925 -2.861 4.815 .602 .602 .154 .154 57 J231 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 58 J232 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 59 J233 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 60 J234 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 61 J235 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 62 J236 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 63 J237 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 64 J238 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 65 1 J239 14 BCl 6000-.. Yes 1 .675 1 1.925 1 -3.208 1 4.815 1 .675 1 .675 1 .17 1 .17 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 13 Page 24 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Dec 9, 2019 1:04 PM Checked By: Beam Design for Wood Products: UPPER FLOOR (Continued) I ohol Qi- P-H'if \/movrLl \/'rill AAmovrL_ftl AA'rrL_ffl KAov Qtort Roo AAov r-A KAin Qfort KAin P-4 66 J240 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 67 J241 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 68 J242 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 69 J243 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 70 J244 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 71 J245 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 72 J246 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 73 J247 14 BCl 6000-.. Yes .675 1.925 -3.208 4.815 .675 .675 .17 .17 74 J248 14 BCl 6000-.. Yes .602 1.925 -2.861 4.815 .602 .602 .154 .154 75 J215 14 BCl 6000-.. Yes -.347 1.925 -.953 4.815 .347 .347 .089 .089 76 J216 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 77 J217 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 78 J218 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 79 J219 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 80 J220 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 81 J221 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 82 J222 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 83 J223 14 BCl 6000-.. Yes -.391 1.925 -1.075 4.815 .391 .391 .098 .098 84 J224 14 BCl 6000-.. Yes -.347 1.925 -.953 4.815 .347 .347 .089 .089 85 J257 14 BCl 6000-.. Yes -.19 2.214 -.097 5.537 .187 .19 .078 .079 86 J258 14 BCl 6000-.. Yes -.222 2.214 -.052 5.537 .109 .222 .041 .104 87 J259 14 BCl 6000-.. Yes -.221 2.214 -.055 5.537 .125 .221 .052 .106 88 J260 14 BCl 6000-.. Yes -.248 2.214 -.089 5.537 .133 .248 .044 .109 89 J261 14 BCl 6000-.. Yes .249 2.214 -.094 5.537 .249 .14 .109 .048 90 J262 14 BCl 6000-.. Yes -.339 2.214 -.093 5.537 .322 .339 .15 .16 91 J263 14 BCl 6000-.. Yes .033 1.732 -.007 4.333 .033 .033 .033 .033 92 J264 14 BCl 6000-.. Yes -.207 1.925 -.302 4.815 .207 .207 .052 .052 93 J265 14 BCl 6000-.. Yes -.207 1.925 -.302 4.815 .207 .207 .052 .052 94 J266 14 BCl 6000-.. Yes .207 1.925 -.302 4.815 .207 .207 .052 .052 95 J267 14 BCl 6000-.. Yes .207 1.925 -.302 4.815 .207 .207 .052 .052 96 J268 14 BCl 6000-.. Yes .207 1.925 -.302 4.815 .207 .207 .052 .052 97 J269 14 BCI 6000-.. Yes .207 1.925 -.302 4.815 .207 .207 .052 .052 Beam Design for Wood Products: UPPER ROOF Label Size Explicit Vmax k V' k Mmax k-ft M'r k-ft Max Start Rea... Max End ..Min Start... Min End ... No Data to Print ... Wood Column Code Checks Qt-L, I if+ Qhono r`nrlo (` Glovrffl I r` Qhoor Clovrf+l r)ir I (` Gr' rL-il rw rL-il r:kv rL-il Gh7' rL-il G,l rL-il r:" 1 P1 1 2-2X4 .152 5 1 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 2 2 2-2X4 .133 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 3 P2 1 2-2X4 .479 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 4 2 2-2X4 .616 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 5 P3 1 2-2X4 .394 5 4 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 6 2 2-2X4 .506 14 4 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 7 P4 1 2-2X4 .727 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 8 2 2-2X4 .871 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 9 3 2-2X6 .094 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 10 P5 1 2-2X4 .755 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 11 2 2-2X4 .905 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 12 3 2-2X6 .097 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 13 P6 1 3-2X4 .511 5 3 .000 5 z 4 .528 .506 .853 .939 .172 3.6.3 14 2 3-2X4 .878 14 3 .000 14 z 4 .307 .506 .853 .939 .172 3.6.3 15 3 2-2X6 .475 22 3 .000 22 z 4 .536 .46 .773 .893 .172 3.6.3 16 P7 1 2-2X4 .928 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 17 2 4-2X4 .557 14 2 1 .000 1 14 1 z 1 4 1 .334 1 .44 1 .742 1 .817 1 .15 1 3.6.3 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCEA] Page 14 Page 25 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Wood Column Code Checks (Continued) Dec 9, 2019 1:04 PM Checked By: Stack Lift Shaoe Code C... Elevfftl LC Shear ... Elevfftl Dir LC Fc' rksil Ft' rksil Fb1' rksil Fb2' rksil Fv' rksil Ean 18 3 2-2X6 .102 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 19 P8 1 2-2X4 .748 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 20 2 2-2X4 .897 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 21 P9 1 4-2X4 .540 5 3 .000 5 z 4 .553 .506 .854 .939 .172 3.6.3 22 2 5-2X4 .698 14 3 .000 14 z 4 .341 .506 .853 .939 .172 3.6.3 23 P10 1 2-2X4 .539 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 24 2 2-2X4 .675 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 25 P11 1 4-2X4 .461 5 2 .000 5 z 4 .484 .44 .742 .817 .15 3.6.3 26 2 4-2X4 .710 14 4 .000 14 z 4 .341 .506 .853 .939 .172 3.6.3 27 P12 1 2-2X4 .442 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 28 P 13 1 2-2X4 .289 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 29 P14 1 2-2X4 .274 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 30 P 15 1 2-2X4 .322 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 31 P16 1 2-2X4 .223 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 32 P 17 1 2-2X4 .241 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 33 P18 1 2-2X4 .205 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 34 2 2-2X4 .217 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 35 P19 1 2-2X4 .198 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 36 2 2-2X4 .253 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 37 P20 1 2-2X4 .324 5 4 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 38 2 2-2X4 .372 14 4 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 39 P21 1 4-2X4 .680 5 3 .000 5 z 4 .553 .506 .854 .939 .172 3.6.3 40 2 5-2X4 .877 14 3 .000 14 z 4 .341 .506 .853 .939 .172 3.6.3 41 P22 1 2-2X4 .349 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 42 2 2-2X4 .343 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 43 P23 1 2-2X4 .444 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 44 P24 1 2-2X4 .351 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 45 P25 1 2-2X4 .737 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 46 2 2-2X6 .634 14 3 .000 14 z 4 .289 .46 .772 .893 .172 3.6.3 47 P26 1 2-2X4 .510 5 4 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 48 2 2-2X4 .569 14 4 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 49 P27 1 2-2X4 .610 5 4 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 50 2 2-2X4 .785 14 4 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 51 P28 1 2-2X4 .348 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 52 2 2-2X4 .447 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 53 P29 1 2-2X4 .444 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 54 2 2-2X4 .571 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 55 P30 1 2-2X4 .193 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 56 2 2-2X4 .247 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 57 3 2-2X6 .095 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 58 P31 1 2-2X4 .277 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 59 2 2-2X4 .330 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 60 P32 1 2-2X4 .375 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 61 P33 1 2-2X4 .340 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 62 2 2-2X4 .406 14 2 .000 14 z 4 .334 .44 .74 .817 .15 3.6.3 63 P34 1 2-2X4 .336 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 64 P35 1 2-2X4 .370 5 2 .000 5 z 4 .402 .44 .741 .817 .15 3.6.3 65 P36 1 2-2X4 .413 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 66 P37 1 4X4 .256 5 4 .000 5 z 4 1.348 .992 1.552 1.552 .207 3.6.3 67 2 6X6 .613 14 3 .000 14 z 4 .161 .546 .862 .862 .196 3.6.3 68 3 2-2X6 .330 22 3 .000 22 z 4 .536 .46 .773 .893 .172 3.6.3 69 P38 1 4-2X4 .243 5 3 .000 5 z 4 .553 .506 .854 .939 .172 3.6.3 70 P39 1 2-2X4 .307 5 3 .000 5 z 4 .441 .506 .852 .939 .172 3.6.3 71 P40 1 4X4 .409 5 3 .000 5 z 4 1.348 .992 1.552 1.552 .207 3.6.3 72 2 4-2X4 .926 14 3 .000 14 z 4 .341 .506 .853 .939 .172 3.6.3 73 P40 1 1 2-2X6 .182 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 74 P41 1 1 2-2X6 .223 1 14 1 3 1 .000 1 14 1 z 1 4 1 .552 1 .46 1 .772 1 .893 1 .172 3.6.3 RISAFIoor Version 14.0.0[CA ... \...\...\...\...\... \CALCS\HELLEREN RESIDENCEA] Page 15 Page 26 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Wood Column Code Checks (Continued) Dec 9, 2019 1:04 PM Checked By: Stack Lift Shaoe Code C... Elevfftl LC Shear ... Elevfftl Dir LC Fc' rksil Ft' rksil Fb1' rksil Fb2' rksil Fv' rksil Ean 75 P42 1 2-2X6 .120 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 76 P43 1 2-2X6 .101 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 77 P44 1 2-2X6 .481 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 78 P45 1 2-2X6 .479 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 79 P46 1 3-2X6 .563 14 3 .000 14 z 4 .552 .46 .775 .893 .172 3.6.3 80 P47 1 2-2X6 .153 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 81 P48 1 3-2X6 .373 14 3 .000 14 z 4 .302 .46 .775 .893 .172 3.6.3 82 P49 1 2-2X6 .133 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 83 P50 1 2-2X6 .127 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 84 P51 1 2-2X6 .126 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 85 P52 1 3-2X4 .587 14 3 .000 14 z 4 .339 .724 1.171 1.29 .138 3.6.3 86 P53 1 2-2X6 .646 14 3 .000 14 z 4 .443 .46 .772 .893 .172 3.6.3 87 P54 1 3-2X6 .432 14 3 .000 14 z 4 .12 .46 .775 .893 .172 3.6.3 88 P55 1 2-2X6 .113 14 3 .000 14 z 4 .289 .46 .772 .893 .172 3.6.3 89 P56 1 2-2X6 .137 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 90 P57 1 2-2X6 .076 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 91 P58 1 2-2X6 .146 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 92 P59 1 2-2X6 .148 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 93 P60 1 2-2X6 .080 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 94 P61 1 2-2X6 .094 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 95 P62 1 2-2X6 .097 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 96 P63 1 2-2X6 .085 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 97 P64 1 2-2X6 .109 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 98 P65 1 3-2X6 .977 14 2 .000 14 z 4 .48 .4 .674 .776 .15 3.6.3 99 P66 1 2-2X6 .592 14 4 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 100 P67 1 2-2X6 .055 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 101 P68 1 2-2X6 .055 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 102 P69 1 2-2X6 .653 14 4 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 103 P70 1 2-2X6 .116 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 104 P71 1 4-2X6 .761 14 2 .000 14 z 4 .48 .4 .674 .776 .15 3.6.3 105 P72 1 2-2X6 .461 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 106 P73 1 2-2X6 .477 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 107 P74 1 3-2X6 .868 14 2 .000 14 z 4 .48 .4 .674 .776 .15 3.6.3 108 P75 1 2-2X6 .131 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 109 P76 1 2-2X6 .131 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 110 P77 1 2-2X6 .106 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 111 P78 1 2-2X6 .106 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 112 P79 1 2-2X6 .131 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 113 P80 1 2-2X6 .131 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 114 P81 1 2-2X6 .027 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 115 P82 1 2-2X6 .159 14 4 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 116 P83 1 2-2X6 .322 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 117 P84 1 2-2X6 .177 14 2 .000 14 z 4 .48 .4 .672 .776 .15 3.6.3 118 P85 1 2-2X6 .227 14 2 .000 14 z 4 .48 .4 .672 .776 .15 3.6.3 119 P86 1 2-2X6 .322 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 120 P87 1 2-2X6 .085 14 4 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 121 P88 1 2-2X6 .390 14 3 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 122 P89 1 2-2X6 .081 14 2 .000 14 z 4 .48 .4 .672 .776 .15 3.6.3 123 P90 1 2-2X6 .200 14 4 .000 14 z 4 .552 .46 .772 .893 .172 3.6.3 124 P91 1 2-2X4 .299 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 125 P92 1 2-2X4 .251 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 126 P93 1 2-2X4 .149 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 127 P94 1 2-2X4 .169 14 3 .000 14 z 4 .341 .506 .851 .939 .172 3.6.3 128 P95 1 2-2X6 .571 14 3 .000 14 z 4 .443 .46 .772 .893 .172 3.6.3 129 P96 1 2-2X6 .486 14 3 .000 14 z 4 .443 .46 .772 .893 .172 3.6.3 130 P98 1 3-2X6 .830 14 2 .000 14 z 4 .48 .4 .674 .776 .15 3.6.3 131 P99 1 2-2X6 .279 14 3 1 .000 1 14 1 z 1 4 1 .552 1 .46 1 .772 1 .893 1 .172 1 3.6.3 RISAFIoor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 16 Page 27 of 47 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Wood Column Code Checks (Continued) Dec 9, 2019 1:04 PM Checked By: Stack Lift Shaoe Code C... Elevfftl LC Shear ... Elevfftl Dir LC Fc' fksil Ft' fksil Fb1' rksil Fb2' fksil Fv' fksil Ean 132 P100 1 3-2X6 .201 14 3 .000 14 z 4 .18 .46 .775 .893 .172 3.6.3 133 P100 1 1 2-2X6 .241 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 134 P101 1 2-2X6 .240 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 135 P102 1 2-2X6 .092 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 136 P103 1 2-2X6 .259 22 3 .000 22 z 4 .536 .46 .773 .893 .172 3.6.3 137 P104 1 2-2X6 .630 22 3 .000 22 z 4 .536 .46 .773 .893 .172 3.6.3 138 P105 1 2-2X6 .131 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 139 P106 1 2-2X6 .114 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 140 P107 1 2-2X6 .132 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 141 P108 1 2-2X6 .172 22 3 .000 22 z 4 .536 .46 .773 .893 .172 3.6.3 142 P109 1 2-2X6 .134 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 143 P110 1 2-2X6 .113 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 144 P111 1 2-2X6 .134 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 145 P112 1 2-2X6 .117 22 3 .000 22 z 4 .552 .46 .773 .893 .172 3.6.3 146 P113 1 4-2X6 .488 22 3 .000 22 z 4 .536 .46 .775 .893 .172 3.6.3 147 P114 1 4-2X6 .473 22 3 .000 22 z 4 .536 .46 .775 .893 .172 3.6.3 148 P115 1 2-2X6 .838 22 3 .000 22 z 4 .536 .46 .773 .893 .172 3.6.3 RISAFloor Version 14.0.0[CA ... \... \... \... \... \... \CALCS\HELLEREN RESIDENCE.rfl] Page 17 Title Block Line 1 Project Title: Page 28 of 47 You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed: 9 DEC 2019, 11:17AM Wood Column File =c:\Users\Ryan\Desktop\ROSSEN-1\1900\19088HellerenResidence _LCI\CALCS\19088.ec6 ` ENERCALC, INC. 1983-2014, Build:6.14.3.31, Ver:6.14.3.31 0.0i Design Description : TALL STUDS WITH WIND Code References Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Analysis Method : Allowable Stress Design Wood Section Name 2x6 End Fixities Top & Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 15.0 ft Wood Member Type Sawn ( Used for non -slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Hem Fir Exact Depth 5.50 in Cf or Cv for Bending 1.0 Wood Grade Stud Area 8.250 in^2 Cf or Cv for Compression 1.0 Fb - Tension 675 psi Fv 150 psi Ix 20.797 in^4 Cf or Cv for Tension 1.0 Fb - Compr 675 psi Ft 400 psi ly 1.547 in^4 Cm :Wet Use Factor 1.0 Fc - Prll 800 psi Density 27.7 pcf Ct : Temperature Factor 1.0 Fc - Perp 405 psi Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x-x Bending y-y Bending Axial Kf : Built-up columns 1 ,Q NDS 15.3.2 Basic 1200 1200 1200 ksi Use Cr : Repetitive ? No (non -gib only) Minimum 440 440 Brace condition for deflection (buckling) along columns : X-X (width) axis : Fully braced against buckling along X-X Axis Y-Y (depth) axis : Unbraced Length for X-X Axis buckling = 15.0 ft, K = 1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 23.805 Ibs * Dead Load Factor AXIAL LOADS ... Axial Load at 15.0 ft, D = 0.180, S = 0.30 k BENDING LOADS ... Lat. Uniform Load creatinq Mx-x, W = 0.0280 k/ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.7551 :1 Maximum SERVICE Lateral Load Reactions . . Load Combination +D+0.60W+H Top along Y-Y 0.210 k Bottom along Y-Y 0.210 k Governing NDS Forumla Comp + Mxx, NDS Eq. 3.9-3 Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 7.450 ft Maximum SERVICE Load Lateral Deflections ... At maximum location values are ... Along Y-Y 1.292 in at 7.550 ft above base Applied Axial 0.2038 k for load combination : W Only Applied Mx 0.4725 k-ft Applied My 0 0 k_ft Along X-X 0.0 in at 0.0 ft above base Fc: Allowable 316.835 psi for load combination : n/a Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio = 0.06364 : 1 Bending Compression Tension Load Combination +D+0.60W+H Cf or Cv : Size based factors 1.000 1.000 Location of max.above base 0.0 ft Applied Design Shear 22.909 psi Allowable Shear 240.0 psi Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+H 1.000 0.248 0.0820 PASS 0.0 ft 0.0 PASS 15.0 ft +D+L+H 1.000 0.248 0.0820 PASS 0.0 ft 0.0 PASS 15.0 ft +D+Lr+H 1.000 0.248 0.0820 PASS 0.0 ft 0.0 PASS 15.0 ft +D+S+H 1.150 0.248 0.1990 PASS 0.0 ft 0.0 PASS 15.0 ft +D+0.750Lr+0.750L+H 1.000 0.248 0.0820 PASS 0.0 ft 0.0 PASS 15.0 ft +D+0.750L+0.750S+H 1.150 0.248 0.1693 PASS 0.0 ft 0.0 PASS 15.0 ft +D+0.60W+H 1.600 0.248 0.7551 PASS 7.450 ft 0.06364 PASS 0.0 ft +D+0.70E+H 1.600 0.248 0.07797 PASS 0.0 ft 0.0 PASS 15.0 ft +D+0.750Lr+0.750L+0.450W+H 1.600 0.248 0.5678 PASS 7.450 ft 0.04773 PASS 0.0 ft Title Block Line 1 Project Title: Page 29 of 47 You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Primed: 9 DEC 2019, 11:17AM Wood Column File = c:\Users\Ryan\Desktop\ROSSEN-1\1900\19088 Helleren Residence_ LcKALCS\19088.ec6 ENERCALC, INC. 1983-2014, Build:6.14.3.31, Ver:6.14.3.31 Lic. #: KW-06009956 Licensee : Ross Engineering Design Description : TALL STUDS Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination C D C p Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.750S+0.450W+H 1.600 0.248 0.6423 PASS 7.450 ft 0.04773 PASS 0.0 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.248 0.1640 PASS 0.0 ft 0.0 PASS 15.0 ft +0.60D+0.60W+0.60H 1.600 0.248 0.7282 PASS 7.450 ft 0.06364 PASS 0.0 ft +0.60D+0.70E+0.60H 1.600 0.248 0.04678 PASS 0.0 ft 0.0 PASS 15.0 ft Maximum Reactions - Unfactored Note: Only non -zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 0.204 k S Only k k 0.300 k W Only k 0.210 0.210 k k D+S k k 0.504 k D+W k 0.210 0.210 k 0.204 k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 1.292 in 7.550 ft D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft D+W 0.0000 in 0.000 ft 1.292 in 7.550 ft Sketches Y M-o(olLoads x 0 u r 7d 1 2xC U0.03klf 1.50 in Loads are total entered value. Arrows do not reflect absolute direction. Title Block Line 1 Project Title: Page 30 of 47 You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed: 9 DEC 2019, 11:27AM Wood Column File =c:\Users\Ryan\Desktop\ROSSEN-1\1900\19088HellerenResidence _LCI\CALCS\19088.ec6 ` ENERCALC, INC. 1983-2014, Build:6.14.3.31, Ver:6.14.3.31 KW-06009956 Licensee : Ross Engineering Design Description : POSTS AT PATIO GLASS DOOR WITH WIND Code References Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Analysis Method : Allowable Stress Design Wood Section Name 3-2x6 End Fixities Top & Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 16.0 ft Wood Member Type Sawn ( Used for non -slender calculations) Exact Width 4.50 in Allow Stress Modification Factors Wood Species iLevel Truss Joist Exact Depth p 5.50 in Cf or Cv for Bending 1.0 Wood Grade TimberStrand LSL 1.3E - Beam Area 24.750 in^2 Cf or Cv for Compression 1.0 Fb - Tension 1700 psi Fv 400 psi Ix 62.391 in^4 Cf or Cv for Tension 1.0 Fb - Compr 1700 psi Ft 1075 psi ly 41.766 in^4 Cm :Wet Use Factor 1.0 Fc - Prll 1400 psi Density 32.21 pcf Ct : Temperature Factor 1.0 Fc - Perp 680 psi Cfu : Flat Use Factor 1.0 E : Modulus of Elasticity ... x-x Bending y-y Bending Axial Kf : Built-up columns 1 ,0 NDS 15.3.2 Basic 1300 1300 1300 ksi Use Cr : Repetitive ? No (non -gib only) Minimum 660.75 660.75 Brace condition for deflection (buckling) along columns : X-X (width) axis : Fully braced against buckling along X-X Axis Y-Y (depth) axis : Unbraced Length for X-X Axis buckling = 16.0 ft, K = 1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 88.578 Ibs * Dead Load Factor AXIAL LOADS ... Axial Load at 16.0 ft, D = 2.20, S = 2.20 k BENDING LOADS ... Lat. Uniform Load creating Mx-x, W = 0.160 k/ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.8365 :1 Maximum SERVICE Lateral Load Reactions . . Load Combination +D+0.750L+0.750S+0.450W+H Top along Y-Y 1.280 k Bottom along Y-Y 1.280 k Governing NDS Forumla Comp + Mxx, NDS Eq. 3.9-3 Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 7.946 ft Maximum SERVICE Load Lateral Deflections ... At maximum location values are ... Along Y-Y 2.940 in at 8.054 ft above base Applied Axial 3.939 k for load combination : W Only Applied Mx 2.304 k-ft Applied My 0 0 k_ft Along X-X 0.0 in at 0.0 ft above base Fc: Allowable 425.711 psi for load combination : n/a Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio = 0.04849 : 1 Bending Compression Tension Load Combination +D+0.60W+H Cf or Cv : Size based factors 1.000 1.000 Location of max.above base 0.0 ft Applied Design Shear 46.545 psi Allowable Shear 640.0 psi Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location +D+H 1.000 0.190 0.2247 PASS 0.0 ft 0.0 PASS 16.0 ft +D+L+H 1.000 0.190 0.2247 PASS 0.0 ft 0.0 PASS 16.0 ft +D+Lr+H 1.000 0.190 0.2247 PASS 0.0 ft 0.0 PASS 16.0 ft +D+S+H 1.150 0.190 0.4353 PASS 0.0 ft 0.0 PASS 16.0 ft +D+0.750Lr+0.750L+H 1.000 0.190 0.2247 PASS 0.0 ft 0.0 PASS 16.0 ft +D+0.750L+0.750S+H 1.150 0.190 0.3820 PASS 0.0 ft 0.0 PASS 16.0 ft +D+0.60W+H 1.600 0.190 0.8009 PASS 8.054 ft 0.04849 PASS 0.0 ft +D+0.70E+H 1.600 0.190 0.2172 PASS 0.0 ft 0.0 PASS 16.0 ft +D+0.750Lr+0.750L+0.450W+H 1.600 0.190 0.6125 PASS 7.946 ft 0.03636 PASS 0.0 ft Title Block Line 1 Project Title: Page 31 of 47 You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Primed: 9 DEC 2019, 11:27AM Wood Column File = c:\Users\Ryan\Desktop\ROSSEN-1\1900\19088 Helleren Residence_ LcKALCS\19088.ec6 = ENERCALC, INC. 1983-2014, Build:6.14.3.31, Ver:6.14.3.31 Lic. #: KW-06009956 Licensee : Ross Engineering Design Description : POSTS AT PATIO GLASS DOOR Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location +D+0.750L+0.750S+0.450W+H 1.600 0.190 0.8365 PASS 7.946 ft 0.03636 PASS 0.0 ft +D+0.750L+0.750S+0.5250E+H 1.600 0.190 0.3738 PASS 0.0 ft 0.0 PASS 16.0 ft +0.60D+0.60W+0.60H 1.600 0.190 0.6993 PASS 8.054 ft 0.04849 PASS 0.0 ft +0.60D+0.70E+0.60H 1.600 0.190 0.1303 PASS 0.0 ft 0.0 PASS 16.0 ft Maximum Reactions - Unfactored Note: Only non -zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 2.289 k S Only k k 2.200 k W Only k 1.280 1.280 k k D+S k k 4.489 k D+W k 1.280 1.280 k 2.289 k Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 2.940 in 8.054 ft D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft D+W 0.0000 in 0.000 ft 2.940 in 8.054 ft Sketches �\ 3-2x6 4.50 in M-4xoLOadS a 16ki T I I Loads are total entered value. Arrows do not reflect absolute direction. Page 32 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 0,73.25 5.315,73.25 5.3 6.23 F1 FOUNDATION Base N1 N2 Concrete Conc3000NV\ 16 879 OK F2 5.315,73.25 12.332,73.25 7.0 10.65 F2 FOUNDATION Base N2 N3 Concrete Conc3000NV\ 16 1138 OK F3 12.332,73.25 12.332,77 3.8 2.69 F3 FOUNDATION Base N3 N4 Concrete ConC3000NA 16 539 OK F4 12.332,77 16.052,77 3.7 3.98 F4 FOUNDATION Base N4 N5 Concrete ConcWOO A 16 802 OK F5 16.052,77 20.453,77 4.4 5.04 F5 FOUNDATION Base N5 N6 Concrete Conc3000NV\ 16 859 OK F6 20.453,77 26.49,77 6.0 6.14 F6 FOUNDATION Base N6 N7 Concrete Conc3000NV\ 16 762 OK F7 26.49,77 28.832,77 2.3 3.62 F7 FOUNDATION Base N7 N8 Concrete Conc3000NV\ 16 1158 OK F8 28.832,77 28.832,79 2.0 3.02 F8 FOUNDATION Base N8 N9 Concrete Conc3000NV\ 16 1132 OK F9 28.832,79 28.832,81.668 2.7 2.26 F9 FOUNDATION Base N9 N10 Concrete Conc3000NV\ 16 636 OK F10 28.832,81.668 28.832,86.209 4.5 2.53 F10 FOUNDATION Base N10 N11 Concrete Conc3000NV\ 16 418 OK F11 28.832,86.209 28.832,89 2.8 2.30 F11 FOUNDATION Base N11 N12 Concrete Conc3000NV\ 16 618 OK F12 28.832,89 31.146,89 2.3 1.87 F12 FOUNDATION Base N12 N13 Concrete Conc3000NV\ 16 605 OK F13 31.146,89 34.663,89 3.5 3.09 F13 FOUNDATION Base N13 N14 Concrete Conc3000NV\ 16 660 OK F14 34.663,89 36.873,89 2.2 2.09 F14 FOUNDATION Base N14 N15 Concrete Conc3000NV\ 16 709 OK F15 36.873,89 36.873,91 2.0 1.77 F15 FOUNDATION Base N15 N16 Concrete Conc3000NV\ 16 663 OK F16 36.873,91 41.873,91 5.0 3.60 F16 FOUNDATION Base N16 N17 Concrete ConC3000NA 16 540 OK F17 41.873,91 41.873,89 2.0 1.75 F17 FOUNDATION Base N17 N18 Concrete Conc3000NV\ 16 657 OK F18 41.873,89 44.406,89 2.5 2.27 F18 FOUNDATION Base N18 N19 Concrete ConcWOO A 16 673 OK F19 44.406,89 47.689,89 3.3 2.96 F19 FOUNDATION Base N19 N20 Concrete Conc3000NV\ 16 676 OK F20 47.689,89 49.919,89 2.2 1.78 F20 FOUNDATION Base N20 N21 Concrete Conc3000NV\ 16 599 OK F21 49.919,89 52.516,89 2.6 3.54 F21 FOUNDATION Base N21 N22 Concrete Conc3000NV\ 16 1021 0K F22 52.516,89 56.637,89 4.1 3.80 F22 FOUNDATION Base N22 N23 Concrete Conc3000NV\ 16 692 OK F23 56.637,89 60.594,89 4.0 5.82 F23 FOUNDATION Base N23 N24 Concrete Conc3000NV\ 16 1103 OK F24 60.594,89 63.378,89 2.8 2.55 F24 FOUNDATION Base N24 N25 Concrete Conc3000NV\ 16 688 OK F25 63.378,89 67.539,89 4.2 6.22 F25 FOUNDATION Base N25 N26 Concrete ConcWOO A 16 1121 OK F26 67.539,89 67.539,85.282 3.7 3.89 F26 FOUNDATION Base N26 N27 Concrete Conc3000NV\ 16 784 OK F27 67.539,85.282 67.539,80.625 4.7 2.65 F27 FOUNDATION Base N27 N28 Concrete Conc3000NV\ 16 427 OK F28 67.539,80.625 67.539,75.518 5.1 11.16 F28 FOUNDATION Base N28 N29 Concrete Conc3000NV\ 16 1640 OK F29 67.539,75.518 67.539,74.438 1.1 0.88 F29 FOUNDATION Base N29 N30 Concrete Conc3000NV\ 16 607 OK F30 67.539,74.438 67.539,71.925 2.5 1.43 F30 FOUNDATION Base N30 N31 Concrete ConC3000NA 16 425 OK F31 67.539,71.925 67.539,69 2.9 1.96 F31 FOUNDATION Base N31 N32 Concrete ConcWOO A 16 502 OK F32 67.539,69 68.621,69 1.1 1.39 F32 FOUNDATION Base N32 N33 Concrete Conc3000NV\ 16 961 OK F33 68.621,69 76.828,69 8.2 10.23 F33 FOUNDATION Base N33 N34 Concrete Conc3000NV\ 16 935 OK F34 76.828,69 78.665,69 1.8 2.35 F34 FOUNDATION Base N34 N35 Concrete Conc3000NV\ 16 959 OK F35 78.665,69 78.665,64.613 4.4 3.25 F35 FOUNDATION Base N35 N36 Concrete Conc3000NV\ 16 555 OK F36 78.665,64.613 78.664,60.137 4.5 4.35 F36 FOUNDATION Base N36 N37 Concrete Conc3000NV\ 16 729 OK F37 78.664,60.137 78.664,56.059 4.1 3.52 F37 FOUNDATION Base N37 N38 Concrete Conc3000NV\ 16 648 OK F38 78.664,56.059 78.664,53.25 2.8 1.83 F38 FOUNDATION Base N38 N39 Concrete Conc3000N\A 16 489 OK F39 78.664,53.25 80.998,53.25 2.3 2.36 F39 FOUNDATION Base N39 N40 Concrete Conc3000NV\ 16 758 OK F40 80.998,53.25 80.998,48.722 4.5 4.41 F40 FOUNDATION Base N40 N41 Concrete Conc3000NV\ 16 730 OK F41 80.998,48.722 80.998,43.805 4.9 4.04 F41 FOUNDATION Base N41 N42 Concrete Conc3000NV\ 16 617 OK F42 80.998,43.805 80.998,39.5 4.3 4.21 F42 FOUNDATION Base N42 N43 Concrete Conc3000NV\ 16 733 OK F43 80.998,39.5 81.998,39.5 1.0 0.66 F43 FOUNDATION Base N43 N44 Concrete Conc3000NV\ 16 491 OK F44 81.998,39.5 81.998,37.782 1.7 1.70 F44 FOUNDATION Base N44 N45 Concrete Conc3000NV\ 16 742 OK F45 81.998,37.782 81.998,30.787 7.0 17.57 F45 FOUNDATION Base N45 N46 Concrete Conc3000NV\ 16 1884 OK F46 81.998,30.787 81.998,25.136 5.7 6.19 F46 FOUNDATION Base N46 N47 Concrete Conc3000NV\ 16 822 OK F47 81.998,25.136 81.998,18.662 6.5 6.76 F47 FOUNDATION Base N47 N48 Concrete Conc3000NV\ 16 783 OK F48 81.998,18.662 81.998,11.899 2.5 12.00 F48 FOUNDATION Base N48 N49 Concrete Conc3000NV\ 30 1920 OK F49 81.998,11.899 81.998,4.5 7.4 5.91 F49 FOUNDATION Base N49 N50 Concrete Conc3000NV\ 16 599 OK F50 81.998,4.5 80.132,4.5 1.9 1.26 F50 FOUNDATION Base N50 N51 Concrete Conc3000NV\ 16 505 OK F51 80.132,4.5 77.457,4.5 2.7 4.39 F51 FOUNDATION Base N51 N52 Concrete Conc3000NV\ 16 1231 OK F52 77.457,4.5 77.457,0 4.5 5.60 F52 FOUNDATION Base N52 N53 Concrete Conc3000NV\ 16 933 OK F53 77.457,0 71.812,0 5.6 4.30 F53 FOUNDATION Base N53 N54 Concrete Conc3000NV\ 16 571 OK F54 71.812,0 67.23,0 4.6 3.52 F54 FOUNDATION Base N54 N55 Concrete Conc3000NV\ 16 576 OK F55 67.23,0 61.457,0 5.8 4.37 F55 FOUNDATION Base N55 N56 Concrete Conc3000NV\ 16 568 OK F56 61.457,0 61.457,4.5 4.5 5.85 F56 FOUNDATION Base N56 N57 Concrete Conc3000NV\ 16 975 OK F57 61.457,4.5 59.018,4.5 2.4 4.49 F57 FOUNDATION Base N57 N58 Concrete ConcWOO A 16 1380 OK F58 59.018,4.5 55.998,4.5 3.0 2.01 F58 FOUNDATION Base N58 N59 Concrete ConcWOO A 16 499 OK F59 55.998,4.5 55.998,7.62 3.1 2.73 F59 FOUNDATION Base N59 N60 Concrete Conc3000NV\ 16 656 OK F60 55.998,7.62 55.998,13.61E 6.0 0.78 F60 FOUNDATION Base N60 N61 Concrete Conc3000NV\ 16 97 OK F61 55.998,13.61E55.998,18.022 3.5 19.91 F61 FOUNDATION Base N61 N62 Concrete Conc3000NV\ 42 1625 OK F62 55.998,18.02255.998,31.381 13.4 1.73 F62 FOUNDATION Base N62 N63 Concrete Conc3000NV\ 16 97 OK F63 55.998,31.38155.998,37.124 2.5 12.00 F63 FOUNDATION Base N63 N64 Concrete Conc3000NV\ 30 1920 OK F64 55.998,37.124 55.998,39.5 2.4 1.49 F64 FOUNDATION Base N64 N65 Concrete ConcWOO A 16 472 OK Page 33 of 47 F65 55.998,39.5 55.028,39.5 2.0 2.81 F65 FOUNDATION Base N65 N66 Concrete Conc3000N\A 16 1053 OK F66 55.028,39.5 48.992,39.5 5.0 9.78 F66 FOUNDATION Base N66 N67 Concrete Conc3000N\A 16 1467 OK F67 48.992,39.5 43.489,39.5 5.5 9.86 F67 FOUNDATION Base N67 N68 Concrete Conc3000NV\ 16 1344 OK F68 43.489,39.5 38.998,39.5 4.5 8.37 F68 FOUNDATION Base N68 N69 Concrete Conc3000NV\ 16 1397 OK F69 38.998,39.5 38.998,41.45E 2.0 2.67 F69 FOUNDATION Base N69 N70 Concrete Conc3000NV\ 16 1021 OK F70 38.998,41.45E 36.4,41.458 2.6 4.77 F70 FOUNDATION Base N70 N71 Concrete Conc3000NV\ 16 1378 OK F71 36.4,41.458 32.604,41.45E 3.8 2.72 F71 FOUNDATION Base N71 N72 Concrete Conc3000N\A 16 536 OK F72 32.604,41.45E29.498,41.45E 3.1 4.81 F72 FOUNDATION Base N72 N73 Concrete Conc3000N\A 16 1162 OK F73 29.498,41.45E 29.498,39.5 2.0 2.69 F73 FOUNDATION Base N73 N74 Concrete Conc3000NV\ 16 1031 OK F74 29.498,39.5 25.507,39.5 4.0 7.58 F74 FOUNDATION Base N74 N75 Concrete Conc3000NV\ 16 1424 OK F75 25.507,39.5 19.93,39.5 5.6 8.83 F75 FOUNDATION Base N75 N76 Concrete Conc3000NV\ 16 1187 OK F76 19.93,39.5 15.498,39.5 4.4 6.73 F76 FOUNDATION Base N76 N77 Concrete Conc3000NV\ 16 1139 OK F77 15.498,39.515.498,42.07E 2.6 2.29 F77 FOUNDATION Base N77 N78 Concrete Conc3000NV\ 16 666 OK F78 15.498,42.07E 15.498,44.75 2.7 2.19 F78 FOUNDATION Base N78 N79 Concrete Conc3000N\A 16 615 OK F79 15.498,44.75 12.69,44.75 2.8 3.31 F79 FOUNDATION Base N79 N80 Concrete Conc3000N\A 16 883 OK F80 12.69,44.75 7.999,44.75 4.7 6.07 F80 FOUNDATION Base N80 N81 Concrete Conc3000NV\ 16 971 OK F81 7.999,44.75 4.498,44.75 3.5 4.60 F81 FOUNDATION Base N81 N82 Concrete Conc3000NV\ 16 985 OK F82 4.498,44.75 4.498,50.917 6.2 4.20 F82 FOUNDATION Base N82 N83 Concrete Conc3000NV\ 16 511 OK F83 4.498,50.917 4.498,55.75 4.8 3.16 F83 FOUNDATION Base N83 N84 Concrete Conc3000NV\ 16 490 OK F84 4.498,55.75 0,55.75 4.5 4.78 F84 FOUNDATION Base N84 N85 Concrete Conc3000NV\ 16 798 OK F85 0,55.75 0,58.861 3.1 2.11 F85 FOUNDATION Base N85 N86 Concrete Conc3000N\A 16 509 OK F86 0,58.861 0,60.75 1.9 1.28 F86 FOUNDATION Base N86 N87 Concrete Conc3000N\A 16 508 OK F87 0,60.75 0,63.48 2.7 1.85 F87 FOUNDATION Base N87 N88 Concrete Conc3000NV\ 16 509 OK F88 0,63.48 0,69.521 6.0 4.03 F88 FOUNDATION Base N88 N89 Concrete Conc3000NV\ 16 500 OK F89 0,69.521 0,73.25 3.7 2.51 F89 FOUNDATION Base N89 N1 Concrete Conc3000NV\ 16 504 OK F90 28.832,79 33.205,79 4.4 10.11 F90 FOUNDATION Base N9 N90 Concrete Conc3000NV\ 16 1733 OK F91 33.205,79 45.596,79 12.4 9.86 F91 FOUNDATION Base N90 N91 Concrete Conc3000NV\ 16 597 OK F92 45.596,79 49.919,79 2.5 11.66 F92 FOUNDATION Base N91 N92 Concrete Conc3000N\A 30 1866 OK F93 49.919,79 49.919,81.78e 2.8 6.72 F93 FOUNDATION Base N92 N93 Concrete Conc3000NV\ 16 1811 OK F94 49.919,81.78249.919,87.087 5.3 3.64 F94 FOUNDATION Base N93 N94 Concrete Conc3000NV\ 16 515 OK F95 49.919,87.087 49.919,89 1.9 1.31 F95 FOUNDATION Base N94 N21 Concrete Conc3000NV\ 16 515 OK F96 55.998,39.5 58.761,39.5 2.8 7.25 F96 FOUNDATION Base N65 N95 Concrete Conc3000NV\ 16 1967 OK F97 58.761,39.5 65.95,39.5 7.2 8.43 F97 FOUNDATION Base N95 N96 Concrete Conc3000NV\ 16 880 OK F98 65.95,39.5 67.539,39.5 1.6 1.68 F98 FOUNDATION Base N96 N97 Concrete Conc3000N\A 16 794 OK F99 67.539,39.5 69.232,39.5 1.7 1.96 F99 FOUNDATION Base N97 N98 Concrete Conc3000N\A 16 867 OK F100 69.232,39.5 78.311,39.5 9.1 8.82 F100 FOUNDATION Base N98 N99 Concrete Conc3000N\A 16 728 OK F101 78.311,39.5 80.998,39.5 2.7 2.47 F101 FOUNDATION Base N99 N43 Concrete Conc3000NV\ 16 690 OK F102 49.919,74.43E51.952,74.43E 2.0 1.44 F102 FOUNDATION Base N100 N101 Concrete Conc3000NV\ 16 530 OK F103 51.952,74.43E60.887,74.43E 8.9 8.19 F103 FOUNDATION Base N101 N102 Concrete Conc3000NV\ 16 687 0K F104 60.887,74.43E65.088,74.43E 4.2 3.83 F104 FOUNDATION Base N102 N103 Concrete Conc3000NV\ 16 685 OK F105 65.088,74.43E67.539,74.43E 2.5 2.19 F105 FOUNDATION Base N103 N30 Concrete Conc3000NV\ 16 669 OK F106 12.332,69.68E15.153,69.68E 2.8 1.59 F106 FOUNDATION Base N104 N105 Concrete Conc3000N\A 16 422 OK F107 15.153,69.68E26.795,69.68E 11.6 6.83 F107 FOUNDATION Base N105 N106 Concrete Conc3000NV\ 16 440 OK F108 26.795,69.68E31.913,69.68E 5.1 6.49 F108 FOUNDATION Base N106 N107 Concrete Conc3000NV\ 16 950 OK F109 31.913,69.68E47.579,69.68E 15.7 9.97 F109 FOUNDATION Base N107 N108 Concrete Conc3000NV\ 16 477 OK F110 47.579,69.68E49.919,69.68E 2.3 1.44 F110 FOUNDATION Base N108 N109 Concrete Conc3000NV\ 16 460 OK F111 0,60.75 2.249,60.75 2.2 0.90 F111 FOUNDATION Base N87 N110 Concrete Conc3000N\A 16 298 OK F112 2.249,60.75 6.315,60.75 4.1 2.59 F112 FOUNDATION Base N110 N111 Concrete Conc3000N\A 16 478 OK F113 6.315,60.75 11.044,60.75 4.7 3.38 F113 FOUNDATION Base N111 N112 Concrete Conc3000NV\ 16 536 OK F114 11.044,60.7514.622,60.75 3.6 3.99 F114 FOUNDATION Base N112 N113 Concrete Conc3000NV\ 16 836 OK F115 14.622,60.7517.975,60.75 3.4 4.81 F115 FOUNDATION Base N113 N114 Concrete Conc3000NV\ 16 1076 OK F116 17.975,60.75 21.781,60.75 3.8 4.77 F116 FOUNDATION Base N114 N115 Concrete Conc3000NV\ 16 940 OK F117 21.781,60.75 26.956,60.75 5.2 4.97 F117 FOUNDATION Base N115 N116 Concrete Conc3000NV\ 16 720 OK F118 26.956,60.75 31.374,60.75 4.4 9.56 F118 FOUNDATION Base N116 N117 Concrete Conc3000NV\ 16 1623 OK F119 31.374,60.75 35.65,60.75 4.3 2.97 F119 FOUNDATION Base N117 N118 Concrete Conc3000NV\ 16 522 OK F120 35.65,60.75 38.373,60.75 2.7 1.96 F120 FOUNDATION Base N118 N119 Concrete Conc3000NV\ 16 541 OK F121 40.373,60.75 43.967,60.75 3.6 2.56 F121 FOUNDATION Base N120 N121 Concrete Conc3000NV\ 16 534 OK F122 43.967,60.75 48.339,60.75 4.4 3.30 F122 FOUNDATION Base N121 N122 Concrete Conc3000NV\ 16 566 OK F123 48.339,60.75 49.207,60.75 0.9 0.58 F123 FOUNDATION Base N122 N123 Concrete Conc3000NV\ 16 502 OK F124 49.207,60.7549.207,60.292 0.5 0.17 F124 FOUNDATION Base N123 N124 Concrete Conc3000NV\ 16 275 OK F125 49.207,60.29249.919,60.292 0.7 1.27 F125 FOUNDATION Base N124 N125 Concrete Conc3000NV\ 16 1339 OK F126 49.919,60.29250.691,60.292 0.8 0.65 F126 FOUNDATION Base N125 N126 Concrete Conc3000NV\ 16 627 OK F127 50.691,60.29254.692,60.292 4.0 7.85 F127 FOUNDATION Base N126 N127 Concrete Conc3000NV\ 16 1471 OK F128 54.692,60.29260.877,60.292 6.2 11.83 F128 FOUNDATION Base N127 N128 Concrete Conc3000NV\ 16 1435 OK F129 60.877,60.29265.514,60.292 4.6 4.54 F129 FOUNDATION Base N128 N129 Concrete Conc3000NV\ 16 734 OK F130 65.514,60.29267.539,60.292 2.0 1.14 F130 FOUNDATION Base N129 N130 Concrete Conc3000NV\ 16 421 OK F131 67.539,60.29267.539,57.57� 2.7 3.76 F131 FOUNDATION Base N130 N131 Concrete Conc3000NV\ 16 1038 OK F132 67.539,57.57%7.539,54.46� 3.1 2.04 F132 FOUNDATION Base N131 N132 Concrete Conc3000NV\ 16 492 OK F133 67.539,54.46567.539,53.25 1.2 0.74 F133 FOUNDATION Base N132 N133 Concrete Conc3000NV\ 16 452 OK F134 67.539,53.2567.539,50.425 2.8 1.77 F134 FOUNDATION Base N133 N134 Concrete Conc3000NV\ 16 472 OK F135 67.539,50.42�67.539,47.447 3.0 3.26 F135 FOUNDATION Base N134 N135 Concrete Conc3000NV\ 16 819 OK F136 67.539,47.44767.539,45.671 1.8 2.87 F136 FOUNDATION Base N135 N136 Concrete Conc3000NV\ 16 1212 OK F137 67.539,45.67167.539,42.747 2.9 0.38 F137 FOUNDATION Base N136 N137 Concrete Conc3000NV\ 16 97 OK F138 67.539,42.' 67.539,39.! 3.2 4.19 F138 FOUNDATI, Base N137 N97 Concrete Conc3000r 16 968 OK F139 20.082,54.! 21.853,54.! 1.8 2.27 F139 FOUNDATI, Base N138 N139 Concrete Conc3000r 16 962 OK F140 21.853,54.! 24.808,54.! 3.0 1.62 F140 FOUNDATI, Base N139 N140 Concrete Conc3000r 16 411 OK F141 24.808,54.!27.91,54.9 3.1 2.20 F141 FOUNDATI, Base N140 N141 Concrete Conc3000r 16 531 OK Page 34 of 47 F142 27.91,54.9 29.644,54.! 2.5 8.33 F142 FOUNDATI, Base N141 N142 Concrete Conc3000r 30 1333 OK F143 4.498,50.9 10.508,50.! 6.0 3.20 F143 FOUNDATI, Base N83 N143 Concrete Conc3000r 16 399 OK F144 10.508,50.! 16.226,50.! 5.7 4.05 F144 FOUNDATI, Base N143 N144 Concrete Conc3000r 16 531 OK F145 16.226,50.! 19.398,50.! 3.2 3.67 F145 FOUNDATI, Base N144 N145 Concrete Conc3000t 16 868 OK F146 19.398,50.!23.671,50.! 4.3 4.92 F146 FOUNDATI, Base N145 N146 Concrete Conc3000r 16 864 OK F147 23.671,50.!27.684,50.! 4.0 3.56 F147 FOUNDATI, Base N146 N147 Concrete Conc3000r 16 665 OK F148 27.684,50.!29.644,50.! 2.0 2.91 F148 FOUNDATI, Base N147 N148 Concrete Conc3000t 16 1112 OK F149 29.498,47.,31.87,47.4, 2.4 1.68 F149 FOUNDATI, Base N149 N150 Concrete Conc3000r 16 531 OK F150 31.87,47.4, 38.396,47., 6.5 3.87 F150 FOUNDATI, Base N150 N151 Concrete Conc3000r 16 444 OK F151 38.396,47.,43.454,47., 5.1 3.65 F151 FOUNDATI, Base N151 N152 Concrete Conc3000r 16 541 OK F152 43.454,47.,48.897,47., 5.4 3.78 F152 FOUNDATI, Base N152 N153 Concrete Conc3000t 16 521 OK F153 48.897,47., 54.447,47., 5.6 3.49 F153 FOUNDATI, Base N153 N154 Concrete Conc3000r 16 471 OK F154 54.447,47.,58.861,47., 4.4 4.40 F154 FOUNDATI, Base N154 N155 Concrete Conc3000r 16 748 OK F155 58.861,47.,61.737,47., 2.9 0.37 F155 FOUNDATI, Base N155 N156 Concrete Conc3000t 16 97 OK F156 61.737,47., 65.967,47., 4.2 4.95 F156 FOUNDATI, Base N156 N157 Concrete Conc3000r 16 878 OK F157 65.967,47., 67.539,47., 1.6 1.29 F157 FOUNDATI, Base N157 N135 Concrete Conc3000r 16 617 OK F158 67.539,53.; 69.652,53.; 2.1 2.26 F158 FOUNDATI, Base N133 N158 Concrete Conc3000r 16 801 OK F159 69.652,53.; 76.802,53.; 7.2 7.54 F159 FOUNDATI, Base N158 N159 Concrete Conc3000r 16 791 OK F160 76.802,53.; 78.664,53.; 1.9 1.44 F160 FOUNDATI, Base N159 N39 Concrete Conc3000r 16 579 OK F161 67.539,60.; 67.539,62. 1.9 0.24 F161 FOUNDATI, Base N130 N160 Concrete Conc3000r 16 97 OK F162 67.539,62. 67.539,65.E 3.7 2.89 F162 FOUNDATI, Base N160 N161 Concrete Conc3000r 16 586 OK F163 67.539,65.E 67.539,69 3.1 3.80 F163 FOUNDATI, Base N161 N32 Concrete Conc3000r 16 907 OK F164 38.373,60.'40.373,60.' 3.0 16.34 F164 FOUNDATI, Base N119 N120 Concrete Conc3000r 36 1816 OK F165 48.716,61.150.409,59.1 3.0 13.00 F165 FOUNDATI, Base N162 N163 Concrete Conc3000t 36 1444 OK F166 14.498,54.,16.498,54., 2.0 4.61 F166 FOUNDATI, Base N164 N165 Concrete Conc3000r 24 1152 OK F167 82.664,89 84.664,89 2.0 4.36 F167 FOUNDATI, Base N166 N167 Concrete Conc3000r 24 1089 OK F168 82.663,78.! 84.663,78.! 2.0 5.92 F168 FOUNDATI, Base N168 N169 Concrete Conc3000r 24 1480 OK F169 82.664,69 84.664,69 2.0 2.51 F169 FOUNDATI, Base N170 N171 Concrete Conc3000r 24 627 OK F170 15.144,34.' 17.144,34.' 2.0 2.99 F170 FOUNDATI, Base N172 N173 Concrete Conc3000r 24 749 OK F171 27.998,34.' 29.998,34.' 2.0 3.66 F171 FOUNDATI, Base N174 N175 Concrete Conc3000t 24 914 OK F172 38.498,34.'40.498,34.' 2.0 3.66 F172 FOUNDATI, Base N176 N177 Concrete Conc3000r 24 914 OK F173 51.207,34.' 53.207,34.' 2.0 3.00 F173 FOUNDATI, Base N178 N179 Concrete Conc3000r 24 749 OK F422 50.976,52.' 52.976,52.' 2.0 7.15 F422 FOUNDATI, Base N212 N213 Concrete Conc3000r 24 1787 OK Page 35 of 47 Ross project: HELLEREN RESIDENCE by: RR sheet #: Engineering location: EDMONDS, WA date: 12/9/2019 Design client: THE LEREN COMPANY job #: 19088 Inc Lateral Design Page 36 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 ASCE 7-10 Seismic Design Parameters Risk Category: II Importance Factors Seismic, IE = 1.00 Site Soil Class: D Response Accelerations: Mapped spectral response acceleration Ss = 1.30 g S1= 0.500 g Fa = 1.00 Fv = 1.50 Maximum spectral response acceleration SMs = FaSs = 1.30 g SM1= FvS1= 0.750 g Design spectral response acceleration SDS = (2/3) SMs = 0.867 g SD1= (2/3) SM1 = 0.500 g Seismic Design Category: Based on SDs = D Based on SD1= D Controlling Category = D Building Period: Structure Type = 4 1- Steel moment resisting frame Building Height hn = 18.166667 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 = 0.18 seconds Response Coefficient: R = 6.50 Wo = 3.00 CS = SDs/(R/IE) = 0.133 Cs(max) = SD1/(RTa/IE) = 0.437 CS(min) = 0.010 Controlling Cs = 0.133 Seismic Design Force: V = CSW = 0.133 W (ult ) V = CsW/1.4 = 0.095 W (asd ) rho = 1.0 Base Shear = 21.8 Kips I BC Table 1604.5 ASCE Table 1.5-2 ASCE Table 20.3-1 Or Geotechical Recommendation site -specific site -specific IBC Table 1613.3.3(1) IBC Table 1613.3.3(2) I BC 1613.3.4 IBC Table 1613.3.5(1) IBC Table 1613.3.5(2) ASCE 12.8.2.1 ASCE Table 12.2-1 ASCE 12.8.1.1 ASCE 12.8.1 12/9/2019 Page 37 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 Seismic Story Shear Story Weights Level 2 Level 1 Story Shear CS = Roof 15.0 psf 1710 sq ft 25.7 Exterior Wall Above 0.0 plf 0 ft 0.0 Exterior Wall 40.0 plf 245.5 ft 9.8 Interior Wall Above 0.0 psf 0 sq ft 0.0 Interior Wall 5.0 psf 1710 sq ft 8.6 Low Roof 0.0 psf 0 sq ft 0.0 Other psf sq ft 0.0 44.0 k Floor 12.0 psf 1710 sq ft 20.5 Exterior Wall Above 40 plf 245.5 ft 9.8 Exterior Wall 45 plf 342 ft 15.4 Interior Wall Above 5.0 psf 1710 sq ft 8.6 Interior Wall 5.6 psf 3162 sq ft 17.8 Low Roof 15.0 psf 3157 sq ft 47.4 Other psf sq ft 0.0 0.133 (ult ) Height Weight Ve Level hx (ft) wx (k) hXwX Fx (k) 2 18.17 44.0 800 9.30 1 9.00 119.4 1075 12.50 Total = 163.4 1874 21.79 Vtotal = CS X Ewx = 21.79 k Fx = Vtotal x hxwx / Ihxwx Diaphragm Shear SAS = 0.867 IC = 1.00 Base Shear V = 21.79 k 119.4 k Weight Level wi (k) Story Shear Sw; F; (k) SF; Dia. Shear Fpx (k) Max Fpx (k) Min Fpx (k) Controlling Fpx (k) 2 44.0 44.0 9.30 9.30 9.30 15.26 7.63 9.30 1 119.4 163.4 12.50 21.79 15.92 41.40 20.70 20.70 Max Fpx =0.40xIPxSDSxW; = 0.35 x w; Min Fpx=0.20xIPxSIDS xWi= 0.17 Xwi Page 38 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 ASCE 7-10 Wind Design Parameters Risk Category II Design Wind Speed V 110 mph Exposure Category B Enclosure Classification Enclosed K,t 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 18.166667 ft Roof Slope = 30 Degrees Slope Reduction Factor = 1 Applied to GCp; Velocity Pressure Coefficient a 7 z 30 zg 1200 Kh,z = 2.01(z/zg)2/e = 0.70 Velocity Pressure q,,h = 0.0026K,KztKdV2 = 18.4 psf GCp; Internal Pressure Coeffecient 0.18 +/- Design Wind Pressure p = q,,h(GCp - GCp;) psf Zone 4, 5 Zone 4 Zone 5 Zone 4, 5 Zone 4 Zones 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 39 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 Kt = 1.00 Exposure = B Roof Angle = 30 deg Average Roof Height = 21 ft Plate Height (H) = 18.166667 ft Least Horiz Dimension (L) = 82 ft 0.10L = 8.2 ft 0.4(H) 5 ft a min = max of 3ft or 0.04L = 3.28 ft a = 5 ft 2a = 10.0 ft Simplified Design Wind Pressure Load Case 1 Load Case 2 IMinimurn lControlling Zone IP530 (psf) I Ps (psf) P 31(psf) F P5 (psf) I Ps (psf) I P5 (psf) A 21.6 21.6 21.6 21.6 16.0 21.6 B 14.8 14.8 14.8 14.8 8.0 14.8 C 17.2 17.2 17.2 17.2 16.0 17.2 D 11.8 11.8 11.8 11.8 8.0 11.8 E 1.7 1.7 8.3 8.3 --- ---- F -13.1 -13.1 -6.5 -6.5 --- ---- G 0.6 0.6 7.2 7.2 --- ---- H -11.3 -11.3 -4.6 -4.6 --- ---- EoH -7.6 -7.6 -7.6 -7.6 --- ---- GoH -8.7 -8.7 -8.7 -8.7 --- ---- 12/9/2019 Page 40 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 Wind Story Shear FRONT TO BACK Level Zone A 21.6 ps (psf) Area (ft2) Zone B 14.8 ps (psf) Area (ft2) Zone C 17.2 ps (psf) Area (ft2) Zone D 11.8 ps (psf) Area (ft2) V,,, (K) 2 11 166 132 312 8.65 1 105 102 337 294 13.04 SIDE TO SIDE Zone A 21.6 ps (psf) Level Area (ft2) Zone B 14.8 ps (psf) Area (ft2) Zone C 17.2 ps (psf) Area (ft2) Zone D 11.8 ps (psf) Area (ft2) VW (K) 2 0 190 237 241 9.73 1 178 20 637 0 15.10 12/9/2019 Page 41 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 Story Shear Summary FRONT TO BACK Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 2 9.30 9.30 8.65 8.65 1 12.50 21.79 13.04 21.69 SIDE TO SIDE Level Seismic VE (K) Accumulated Wind Vw (K) Accumulated 2 9.30 9.30 9.73 9.73 1 12.50 21.79 15.10 24.83 12/9/2019 Page 42 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 9.30 58 < 177 . 56.3 Wind 8.65 46 < 246 OK SIDE TO SIDE Case 2 Suport Perpendicular to Shear V (ult) Dia. D v (asd) (k) (ft) (plf) Seismic 9.30 Wind 9.73 66.5 Check Tyical Chord For Maximum Force Vmax (ult) = 6.51 k (asd) Diaphragm Width = 66.5 ft Diaphragm Depth = 56.3 ft Plate Size 2x6 Ft allow = 525 psi Chord Splice Capacity = (16) 16d nails = 16 x 122 lb x 1.6 = 49 < 177 OK 44 < 246 OK M = 54.10 kft T = M/D = 962 lb At = 8.25 Tallow = Ft allow x At x Cd = 6930 lb > 3123.2 lb > T OK 962 0 K Page 43 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 44 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 45 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 Shear Wall Braced Lines FRONT TO BACK Label GRID A GRID B GRID C GRID D GRID H GRID I GRID 1.2 GRID J GRID L GRID M TOTAL SHEARWALL DESIGN Tributary (%) Level 2 A 20 15 20 15 10 20 100 1 8 8 2 6 30 6 20 3 17 100 SIDE TO SIDE Label GRID 1 GRID 2 GRID 4 GRID 5 GRID 7 GRID 8 GRID 9 GRID 10 GRID 11 GRID 12 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 M Level 2 25 25 25 25 0 100 1 5 5 20 10 15 12.0 12.0 6 17.0 102 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 (lb) Adjacent wall weight (lb) Overturning tension (lb) Overturning compression (lb) 12/9/2019 Page 46 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 D 1.86 1.73 21.25 8.00 Seg. 21.25 1.00 0.38 1.00 1 61 150 49 150 1 4 4 1211 336 0 0 -452 -551 NOT REQ'D H 1.39 1.30 8.25 8.00 Seg. 8.25 1.00 0.97 1.00 1 118 150 94 150 1 4 4 470 336 0 0 375 183 NOT REQ'D 1 1.86 1.73 18.5 8.00 Seg. 3.75 1.00 2.13 0.94 1 70 150 56 150 6.5 4 1 399 228 0 0 135 21 NOT REQ'D 1.2 1.39 1.30 10 8.00 Seg. 10 1.00 0.80 1.00 1 98 150 78 150 5 4 1 930 228 0 0 88 -70 NOT REQ'D J 0.93 0.86 26.25 8.00 Seg. 26.25 1.00 0.30 1.00 1 25 150 20 150 5 4 1 2441 228 0 0 -1250 -1291 NOT REQ'D L 1.86 1.73 18.5 8.00 Seg. 3.75 1.00 2.13 0.94 1 70 150 56 150 6.5 4 1 399 228 0 0 135 21 NOT REQ'D 9.30 8.65 LEVEL 2 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 2 2.32 2.43 17.5 8.00 Seg. 8.75 1.00 0.91 1.00 1 93 150 83 150 1 4 1 499 228 0 0 266 190 NOT REQ'D 4 2.32 2.43 14.5 8.00 Seg. 14.5 1.00 0.55 1.00 1 112 150 101 150 1 4 1 827 228 0 0 256 164 NOT REQ'D 5 2.32 2.43 26.5 8.00 Seg. 4.25 1.00 1.88 1.00 1 61 150 55 150 7.5 4 1 491 228 0 0 18 -33 NOT REQ'D 7 2.32 2.43 18 8.00 Seg. 18 1.00 0.44 1.00 1 90 150 81 150 5 4 1 1674 228 0 0 -342 -416 NOT REQ'D 9.30 9.73 Page 47 of 47 Ross Engineering Design Inc project: HELLEREN RESIDENCE by: RR sheet #: location: EDMONDS, WA date: 12/9/2019 client: THE LEREN COMPANY job #: 19088 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 A 1.74 1.74 11.25 9.00 Seg. 11.25 1.00 0.80 1.00 1 108 150 93 150 1 4 1 689 245 0 0 387 244 NOT REQ'D B 1.74 1.74 11 9.00 Seg. 11 1.00 0.82 1.00 1 111 150 95 150 1 4 1 673 245 0 0 417 270 NOT REQ'D C 0.44 0.43 3.75 9.00 Seg. 3.75 1.00 2.40 0.83 1 81 150 69 150 1 4 1 230 245 0 0 373 265 STHD14 D 1.31 1.30 5.25 9.00 SeR. 5.25 1.00 1.71 1.00 2 174 242 149 288 1 4 1 321 245 1164 933 STHD14 H 6.54 6.51 9.5 11.00 Seg. 9.5 1.00 1.16 1.00 5 482 595 411 690 1 4 1 695 293 375 183 5034 4064 HDU8 1 1.31 1.30 6.5 9.00 Seg. 6.5 1.00 1.38 1.00 1 141 150 120 150 1 4 1 398 245 135 21 959 658 STHD14 J 4.36 4.34 11.25 9.00 Seg. 2.75 1.00 3.27 0.61 4 271 278 231 493 1 4 1 168 245 -1250 -1291 861 463 STHD14/HDU2 L 0.65 0.65 7 9.00 Seg. 3.5 1.00 2.57 0.78 1 65 150 56 150 1 4 1 214 245 135 21 372 171 NOT REQ'D M 3.70 3.69 19.5 9.00 Seg. 7 1.00 1.29 1.00 1 133 150 113 150 3 4 6 529 389 0 0 543 368 NOT REQ'D 21.79 21.69 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 1 1.09 1.24 9 9.00 Seg. 4.5 1.00 2.00 1.00 1 85 150 83 150 1 4 1 275 245 0 0 380 362 NOT REQ'D 2 1.09 1.24 4.5 9.00 Seg. 4.5 1.00 2.00 1.00 2 169 242 166 288 1 4 1 275 245 266 190 1409 1297 STHD14 5 4.36 4.97 18 9.00 Perf. 14 3 3 3 5 0.71 3.00 0.67 3 169 167 166 351 1 4 1 857 245 18 -33 325 252 NOT REQ'D 7 2.18 2.48 4.5 9.00 Seg. 4.5 1.00 2.00 1.00 3 339 353 331 383 1 4 1 275 245 2668 2597 STHD14 8 3.27 3.72 8 9.00 Seg. 8 1.00 1.13 1.00 3 286 353 279 383 13 4 1 1181 245 0 0 1739 1679 HDU2 9 2.62 2.98 11 18.00 Seg. 11 1.00 1.64 1.00 2 166 242 163 288 1 4 1 1267 461 0 0 1901 1831 NOT REQ'D 10 2.62 2.98 5 9.00 Seg. 5 1.00 1.80 1.00 3 366 353 358 383 1 4 1 306 245 0 0 2897 2820 STHD14 11 1.31 1.49 2.5 8.00 Seg. 2.5 1.00 3.20 0.63 5 366 372 358 690 1 4 1 138 221 0 0 2639 2571 STHD14 12 3.70 4.22 5.16 8.00 Seg. 2.58 1.00 3.10 0.65 6 503 588 491 986 1 4 1 142 221 0 0 3729 3635 STHD14 22.23 25.33