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REVIEWED BLD BLD2021-0986+Calculations+7.15.2021_10.07.19_AM+2302055Page 1 of 14 Ross Engineering Design Inc SULLIVAN RESIDENCE DECK ADDITION STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2018 IBC 1128 VISTA PLACE, EDMONDS, WA 98020 Job Number 21035 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Laterel X Gravity Z F OI F 1 1 FFT2 IF 3 Loads: Envelop Results v m FOUNDATION KEY PLAN SULLIVAN DECK.rFl -- cir 9Z6r bZ6r £Z6r ZZ6r �� 6Z6r OZ6r 666r ■ a e IE Y U w z > J U) E66r 99r v9r 69r 6� s ORr Z9r £9r Lu6r 9L6r 9W 9Llr 966r11bL6r v66r £L6r £66r ZL6r X� Z66r 6L6r w 00 z 666r OL6r Q O66r m 696r J LL d 601r 996r 0 W m z Y 906r L96r N LOW 996r _ m x 906r 996r w 4o6r b96r b06r £96r COW Z96r Z06r 696r 606r 096r 006r 696r 66r 996r 96r m L96r m L6r 996r m 96r 996r 96r v96r v6r £96r 69 v6r vzr OI O Zr m ZZr ■ £6r U ❑ 7 � U N � 7 � �U � J J O J N w y 7 Co N X 0 Laterel X Gravity Z H1 R26 R40 R25 R39 R24 R38 R23 LO R37 v m m m R22 R36 R21 R35 R20 R34 ■ 63 ■ Loads: LL-Reduce - Reducible Live Load Results for LC 1, Service Dead v m ROOF KEY PLAN SULLIVAN DECK.rFl Page 5 of 14 Ross Engineering Design Inc project: SULLIVAN RESIDENCE DECK ADDITION by: RR sheet #: location: 1128 VISTA PLACE, EDMONDS, WA 98020 date: 6/22/2021 client: THE LEREN COMPANY job #: 21035 Governing Codes General - 2018 International Building Code Wood - ANSI / AF&PA NDS - 2018 ANSI / AF&PA SDPWS - 2018 Loads - ASCE / SEI 7-16 Concrete - ACI 318 - 14 Default Roof Loads Dead Load On Sheathing On Truss/Rafter On Beam/Girder Min. w/ Uplift For Lateral Roofing 3.50 psf 3.50 psf 3.50 psf 2.00 psf 3.50 psf Sheathing 1.50 1.50 1.50 1.00 1.50 Insulation 1.00 1.00 1.00 Sprinkler Ceiling 2.50 2.50 2.50 Lights 0.50 0.50 0.50 Trusses 4.00 2.00 4.00 Mechanical 1.00 1.00 1.00 Solar M isc 0.50 4.00 4.00 Total 5.50 psf 14.00 psf 18.00 psf 6.00 psf 13.00 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 Default Wood Floor Loads Dead Loads On Sheathing On Joist/Truss On Beam/Girder For Lateral Floor Covering 2.50 psf 2.50 psf 2.50 psf 2.50 psf Gyperete Sheathing 2.50 2.50 2.50 2.50 Insulation Sprinkler Ceiling 2.50 2.50 2.50 Lights 0.50 0.50 0.50 Joist 2.00 2.00 Mechanical 1.00 1.00 1.00 M isc 1.00 3.00 1.00 Total 6.00 psf 12.00 psf 12.00 psf 11.00 psf Live Loads Residential 40 psf Balcony 60 psf where applicable Page 6 of 14 Ross project: SULLIVAN RESIDENCE DECK ADDITION by: RR sheet #: Engineering location: 1128 VISTA PLACE, EDMONDS, WA98020 date: 6/22/2021 Design client: THE LEREN COMPANY job #: 21035 Inc DECK ROOF DECK TYPE MAPS Deck Type Joist Floor Truss Roof Rafter Roof Exterior Deck Label Two W... Self Wt... Super DL [ksf] Joist Floor ❑ 0.002 0.009 Truss Roof ❑ 0.001 0.017 Rafter Roof ❑ 0.001 0.016 Exterior Deck ❑ 0.004 0.002 Page 7 of 14 Ross project: SULLIVAN RESIDENCE DECK ADDITION by: RR sheet #: location: 1128 VISTA PLACE, EDMONDS, WA98020 date: 6/22/2021 Engineering client: THE LEREN COMPANY job #: 21035 Design Inc AREA LOADS MAPS DECK cxxxxxxxxx ROOF ------------------ ---------- �e -------------------- � rm Area L--ad Residential Balmy Snc& Label Additive PreDL[... PostDL... LL[ksfl LL Type Residential ❑ 0.04 LL-Reduc Balcony ❑ 0.06 LL-Reduc Snow ❑ 0.025 SL Page 8 of 14 Company June 21, 2021 DesonerPM 111RISA0 Job Number Checked ke Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Wood Material Properties I nhcl Tenn nntnhoen Sncric (rnrin (:m Fmnri Nn Thcrm nenerlr/f 1 DF#1 Solid Sa... Visually Graded Dou las Fir -Larch No.1 1 0.3 0.3 0.035 2 DF#2 Solid Sa... Visually Graded Douglas Fir -Larch No.2 1 0.3 0.3 0.035 3 HF#2 Solid Sa... Visually Graded Hem -Fir No.2 1 0.3 0.3 0.035 4 HF STUD Solid Sa.. Visually Graded Hem -Fir Stud 1 0.3 0.3 0.035 5 24F-1.8E DF Balanced Glulam i NDS Table 5A 24F-1.8E DF BAL na 1 0.3 1 0.3 0.035 6 24F-1.8E DF Unbalan... Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 0.3 1 0.3 0.035 7 PARALLAM SCL TrusJoist 2.0E DF Parallam PSL na 1 0.3 0.3 0.035 8 LVL SCL TrusJoist 1.9E Ti mberStrand LSL na 1 0.3 0.3 0.035 9 PT 4x Post Custom N/A PT 4x Post na 1 0.3 0.3 0.035 10 PT 6x Post Custom N/A PT 6x Post na 1 0.3 0.3 0.035 11 PT 10 Custom N/A PT 10" na 1 0.3 0.3 0.06 12 PT 12 Custom N/A PT 12" na 1 0.3 0.3 0.06 13 PT 6x12 Custom N/A PT 6x12 max na 1 0.3 0.3 0.035 14 PT 6x16 Custom N/A PT 6x16 max na 1 0.3 0.3 0.035 15 RIGID Custom N/A RIGID na 1 0.3 0.3 0.035 Custom Wood Properties I nhel Ph Ilrcl G4 rkeil Gv rlreil Gr rkeil G rlreil POR Meil Time rG 1 LVL PRL 1.5E 225OF 2.25 1.5 0.22 1.95 1500 1005 SCL LVL PRL 2.0E 290OF 2.9 1.9 0.285 2.75 2000 1340 SCL 3 LVL Microllam 1.9E 260OF 2.6 1.555 0.285 2.51 1900 1273 SCL 4 PSL Parallam 2.0E 290OF 2.9 2.025 0.29 2.9 2000 1340 SCL 5 1 PSL Parallam 1.8E 2.4 1.755 0.18 2.5 1800 1206 SCL 6 ILSL TmberStrand_1.55E_2325F 2.325 1.07 0.31 2.05 1550 1038.5 SCL 7 LSL TimberStrand_1.3E_1700F 1.7 1.075 0.4 1.4 1300 871 SCL 8 King Beam 3 2 0.3 1.8 2300 1541 visually... 9 PT 4x Post 0.68 0.42 0.12 1.04 1235 447 Usually... 10 PT 6x Post 0.46 0.3 0.112 0.46 1045 380 Visually... 11 PT 10" 0.748 0.42 0.12 1.04 1235 447 Usually... 12 PT 12" 0.68 0.42 0.12 1.04 1235 447 Visually... 13 PT 6x12 max 0.54 0.28 0.112 0.4 1045 380 Visually... 14 PT 6x16 max 0.525 0.28 0.112 0.4 1045 380 Visually... 15 RIGID 1000 1000 1000 1000 le+6 le+6 Visually... Deck General Properties I ahal Matarial Tvna nark I I n lyn rM Fftl May.nanF l 1 None Wood Deck 0 in 50 50 2 Joist Floor Wood Deck 0.8 in 50 50 3 Truss Roof Wood Deck 0.5 in 50 50 4 Rafter Roof Wood Deck 0.5 in 50 50 5 1 Exterior Deck Wood Deck 1.5 in 50 50 RISAFIoor Version 15.0.3 [CA ... 1... 1... \Ross Engineering Design\2100121035 Sullivan Deck_LCIICALCSISLILLIVAN DECK.rfl] Page 1 Page 9 of 14 Company June 21, 2021 DesonerPM 111RISA0 Job Number Checked ke Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Deck Loads I nhal Tum %Ahv RalflAh rkefl Riinar ni rkefl (nnef ni rlrefl (.nnef I I rkefl 1 None 2.917e-6 0 0 0 2 Joist Floor 0.002 0.009 0 0 3 Truss Roof 0.001 0.017 0 0 4 Rafter Roof 0.001 0.016 0 0 5 Exterior Deck 0.004 0.002 0 0 Design Deflection Parameters I nhal ni rlaflrinl ni Rmfin I I naflrnl I I Rnfin ni +I I nnflrinl ni +11 R (mfcnnry naflrinl Rnfin (nfarrnnr nnflrinl Rmfin 1 GENERAL 360 240 1 200 SL 360 None 360 2 2x4 360 360 240 SL 360 None 360 3 2x6 360 360 240 SL 360 None 360 4 2x8 360 360 240 SL 360 None 360 5 200 360 360 240 SL 360 1 None 360 6 202 360 360 240 SL 360 None 360 7 410 360 360 240 SL 360 None 360 8 HEADER 360 360 1 240 SL 360 None 360 9 3x GLULAM 360 360 1 240 SL 360 None 360 10 5x GLULAM 360 360 1 240 SL 360 None 360 11 6x GLULAM 360 360 1 240 SL 360 None 360 12 TRUSS 1000 1000 1000 SL 1000 None 360 13 EXIST 1000 1000 1000 SL 1000 None Uniform Area Loads I nhal Arfrfifiva Praf11 rkefl Pneffll rkefl I I rkefl I I Tvro \A rkefl rlvn I narlrkefl 1 None LL-Reduce 2 Residential 0.04 LL-Reduce 3 Balcony 0.06 LL-Reduce 4 Snow 0.025 SL Combinations Label Solve Cate... Fac...Cate... Fac...Cate... Fac...Cate... Fac...Cate... Factor Cate... Factor Cate... Factor Cate... Factor Cate... Factor Cate... Facto 1 Service Dead Yes DL 1 2 Service Dead + Live Yes DL 1 ILL 1 3 Service D+ S Yes DL 1 SL 1 4 Service D + L + S Yes DL 1 ILL 0.75 SL 0.75 Combination Design I ahol GRIP rn Rarvira Hnf Rnllarl (.nH Pnrma Wnnrf INmrl Prnrl (.nnrrafa Maennni (:nnnarfinn 1 Service Dead 0.9 Yes Yes Yes Yes Yes Yes Yes Yes 2 Service Dead + Live Yes Yes Yes Yes Yes Yes Yes Yes 3 Service D + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 4 Service D + L + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes RISAFIoor Version 15.0.3 [C:1... 1... 1... \Ross Engineering Design\2100121035 Sullivan Deck_LCIICALCSISULLIVAN DECK.rfl] Paget Page 10 of 14 Company June 21, 2021 DesonerPM 111RISA0 Job Number Checked ke Job Number Checked By: --- A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: FOUNDATION Label Size Explicit Material Bending C... Loc ft LC Defl Check Loc ft Cat Shear Check Loc ft LC No Data to Print ... Beam Code Summary for Wood: MAIN FLOOR Label Size Explicit Material Bending C... Loc ft LC Defl Check Loc ft Cat Shear Check Loc[fti LC No Data to Print ... Beam Code Summary for Wood: 2ND FLOOR Label Size Exolicit Material Bendina C... Locl l LC Defl Check Locl l Cat Shear Check Locl l LC 1 131 6X12 Yes PT 12 0.528 6.424 2 0.21 0 DL+LL 0.304 1.071 2 2 B2 5.125X12FS Yes 24F-1.8E.. 0.395 8.454 2 0.395 8.634 DL+LL 0.214 0 2 3 B3 6X12 Yes PT 12 1.024 6.431 2 0.418 0 DL+LL 0.583 1.092 2 4 134 5.125X12FS Yes 24F-1.8E.. 0.622 8.035 2 1.148 22.039 LL 0.429 16.988 2 5 135 4X12 Yes PT 12 1.005 7.061 2 0.32 6.07 DL+LL 0.589 11.893 2 6 B6 4X12 Yes PT 12 0.561 4.321 2 0.225 10.916 DL+LL 0.331 0 2 7 138 5.125X12FS Yes 24F-1.8E.. 0.43 8.15 2 0.545 0 DL+LL 0.259 15.649 2 8 69 2-2X8 Yes PT 10 0.307 3.938 2 0.227 9 LL 0.197 7.219 2 9 B10 2-2X8 Yes PT 10 0.101 2.115 2 0.036 0 DL 0.09 0 2 10 EX B11 Not Designed No RIGID No Cale 0 0 N/A No Cal 11 EX B12 Not Desi ned No RIGID No Cal 0 0 N/A No Cal 12 J13 2X8 No PT 10 0.05 3.295 2 0.036 0 DL 0.074 3.243 2 13 J14 2X8 No PT 10 0.265 3.51 2 0.136 3.51 LL 0.171 7.021 2 14 J15 2X8 No PT 10 0.043 1.87 2 0.036 0 DL 0.053 3.739 2 15 J22 2X8 No PT 10 0.106 3.295 2 0.068 5.021 LL 0.181 3.243 2 16 J23 2X8 No PT 10 0.132 3.295 2 0.086 5.021 LL 0.225 3.243 2 17 J24 2X8 No PT 10 0.106 3.295 2 0.068 5.021 LL 0.181 3.243 2 18 J94 2X8 No PT 10 0.448 3.188 2 0.531 9 LL 0.387 7.219 2 19 J95 2X8 No PT 10 0.472 3.188 2 0.561 9 LL 0.408 7.219 2 20 J96 2X8 No PT 10 0.472 3.188 2 0.561 9 LL 0.408 7.219 2 21 J97 2X8 No PT 10 0.472 3.188 2 0.561 9 LL 0.408 7.219 2 22 J98 2X8 No PT 10 0.472 3.188 2 0.561 9 LL 0.408 7.219 2 23 J99 2X8 No PT 10 0.472 3.188 2 0.561 9 LL 0.408 7.219 2 24 J100 2X8 No PT 10 0.472 3.188 2 0.561 9 LL 0.408 7.219 2 25 J101 2X8 No PT 10 0.482 3.563 2 0.561 9 LL 0.404 7.219 2 26 J102 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 27 J103 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 28 J104 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 29 J105 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 30 J106 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 31 J107 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 32 J108 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 33 J109 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 34 J110 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 35 J111 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 36 J112 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 37 J113 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 38 J114 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 RISAFloor Version 15.0.3 [CA ... 1... 1... \Ross Engineering Design\2100121035 Sullivan Deck_LCIICALCSISULLIVAN DECK.rfl] Page 3 Page 11 of 14 Company June 21, 2021 DesonerPM 111RISA0 Job Number Checked ke Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: 2ND FLOOR (Continued) Label Size Exolicit Material Bendina C... Locl l LC DO Check Locl l Cat Shear Check Locl l LC 39 J115 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 40 J116 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 41 J117 2X8 No PT 10 0.54 3.625 2 0.349 3.625 LL 0.387 7.25 2 42 J153 2X8 No PT 10 0.471 3.51 2 0.294 3.51 LL 0.349 7.021 2 43 J154 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 44 J155 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 45 J156 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 46 J157 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 47 J158 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 48 J159 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 49 J160 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 50 J161 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 51 J162 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 52 J163 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 53 J164 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 54 J165 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 55 J166 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 56 J167 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 57 J168 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 58 J169 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 59 J170 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 60 J171 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 61 J172 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 62 J173 2X8 No PT 10 0.506 3.51 2 0.317 3.51 LL 0.375 7.021 2 63 J174 2X8 No PT 10 0.476 3.412 2 0.29 3.412 LL 0.363 6.823 2 64 J175 2X8 No PT 10 0.384 3.065 2 0.21 3.065 LL 0.326 6.131 2 65 J176 2X8 No PT 10 0.302 2.719 2 0.146 2.719 LL 0.289 5.438 2 66 J86 2X8 No PT 10 0 0.392 1 0.036 0 DL 0.002 0.785 1 67 J87 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 68 J88 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 69 J89 2X8 No PT 10 0 0.392 1 0.036 0 DL 0.002 0.785 1 70 J90 2X8 No PT 10 0.001 0.592 1 0.036 0 DL 0.003 1.185 1 71 J91 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 72 J92 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 73 J93 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 74 J130 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 75 J131 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 76 J132 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 77 J133 2X8 No PT 10 0 0.462 1 0.036 0 DL 0.003 0.925 1 78 J134 2X8 No PT 10 0.001 0.665 1 0.036 0 DL 0.004 1.33 1 79 J79 2X8 No PT 10 0.474 3.625 2 0.251 3.625 LL 0.284 7.25 2 80 J80 2X8 No PT 10 0.175 2.209 2 0.058 2.209 LL 0.176 0 2 81 J81 2-2X8 Yes PT 10 0.754 5.487 2 0.605 5.487 LL 0.307 0 2 82 J82 2X8 No PT 10 0.416 3.625 2 0.251 3.625 LL 0.284 7.25 2 83 J83 2X8 No PT 10 0.178 2.373 2 0.072 2.373 LL 0.19 4.746 2 84 J84 2-2X8 Yes PT 10 0.575 5.141 2 0.497 5.141 LL 0.288 10.282 2 85 J85 2-2X8 Yes PT 10 0.5 4.795 2 0.403 4.795 LL 0.268 9.59 2 RISAFloor Version 15.0.3 [CA ... 1... 1... \Ross Engineering Design\2100121035 Sullivan Deck_LCIICALCSISULLIVAN DECK.rfl] Page Page 12 of 14 Company June 21, 2021 DesonerPM 111RISA0 Job Number Checked ke Job Number Checked By: --- A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: 2ND FLOOR (Continued) I nhcl (Zi70 Fvnlirl AAnfcrinl Rcnrlinn r I rrfffl I r nafl (herb I rrfffl rnf Sham ncarlr I �rffl 1 r 86 J118 2X8 No PT 10 0.874 4.449 2 0.643 4.449 LL 0.474 8.897 2 87 J119 2X8 No PT 10 0.735 4.102 2 0.504 4.102 LL 0.437 8.205 2 88 J120 2X8 No PT 10 0.61 3.756 2 0.387 3.756 LL 0.4 7.513 2 89 J121 2X8 No PT 10 0.498 3.41 2 0.289 3.41 LL 0.363 6.82 2 90 J122 2X8 No PT 10 0.399 3.064 2 0.21 3.064 LL 0.326 6.128 2 91 J123 2X8 No PT 10 0.311 2.718 2 0.146 2.718 LL 0.289 5.436 2 92 J124 2X8 No PT 10 0.235 2.372 2 0.097 2.372 LL 0.252 4.743 2 93 J125 2X8 No PT 10 0.127 2.026 2 0.044 2.026 LL 0.16 4.051 2 Beam Code Summary for Wood: ROOF I ahel Ri7a FxnliriF AAatarial Ranrtinn C. I nrrBl I C flafl (:hark I rrfftl Cat Ohaar Chock I rrrftl I C 1 H1 3.5X10.5FS No 24F-1.8E.. 0.782 6.306 3 0.698 5.844 DL+LL 0.533 12.15 3 2 B2 5.5X9FS No 24F-1.8E.. 0.441 7.135 3 0.641 7.135 DL+LL 0.199 0 3 3 B3 5.5X10.5FS No 24F-1.8E.. 0.716 8.814 3 0.947 8.634 DL+LL 0.222 17.268 3 4 B4 5.5X9FS No 24F-1.8E.. 0.434 7.135 3 0.63 7.135 DL+LL 0.196 0 3 5 B5 3.5X10.5FS No 24F-1.8E.. 0.668 7.135 3 0.828 7.135 DL+LL 0.342 0 3 6 R20 2X8 No HF#2 0.504 4.374 3 0.337 4.374 DL+LL 0.242 8.748 3 7 R21 2X8 No HF#2 0.637 4.374 3 0.426 4.374 DL+LL 0.306 8.748 3 8 R22 2X8 No HF#2 0.637 4.374 3 0.426 4.374 DL+LL 0.306 8.748 3 9 R23 2X8 No HF#2 0.637 4.374 3 0.426 4.374 DL+LL 0.306 8.748 3 10 R24 2X8 No HF#2 0.637 4.374 3 0.426 4.374 DL+LL 0.306 8.748 3 11 R25 2X8 No HF#2 0.637 4.374 3 0.426 4.374 DL+LL 0.306 8.748 3 12 R26 2X8 No HF#2 0.504 4.374 3 0.337 4.374 DL+LL 0.242 8.749 3 13 R34 2X8 No HF#2 0.474 4.26 3 0.311 4.26 DL+LL 0.236 8.52 3 14 R35 2X8 No HF#2 0.6 4.26 3 0.393 4.26 DL+LL 0.298 8.52 3 15 R36 2X8 No HF#2 0.6 4.26 3 0.393 4.26 DL+LL 0.298 8.52 3 16 R37 2X8 No HF#2 0.6 4.26 3 0.393 4.26 DL+LL 0.298 8.52 3 17 R38 2X8 No HF#2 0.6 4.26 3 0.393 4.26 DL+LL 0.298 8.519 3 18 R39 2X8 No HF#2 0.6 4.26 3 0.393 4.26 DL+LL 0.298 8.519 3 19 R40 2X8 No HF#2 0.474 4.26 3 0.311 4.26 DL+LL 0.236 8.519 3 20 X20 Not Desi ned No RIGID No Calc 0 0 N/A No Calc Wood Column Code Checks Q nrlr I ift Chnro (`nrla rh Flovfffl I (' Chcnr rh Glevfffl nir 1 r Gr' rLel Gf' necil Gh1' rlreil Gh7 flreil Gv' Recl Gnn 1 P1 1 6X6 0.151 13 2 0 13 z 4 0.389 0.3 0.46 0.46 1 0.112 3.6.3 2 P2 1 6X6 0.928 13 4 0 13 2 0.249 0.345 0.529 0.529 0.129 3.6.3 3 2 6X6 0.615 21 3 0 21 v 2 0.249 0.345 0.529 0.529 0.129 3.6.3 4 P3 1 6X6 0.924 13 4 0 13 2 0.249 0.345 0.529 0.529 0.129 3.6.3 5 2 6X6 0.615 21 3 0 21 v 2 0.249 0.345 0.529 0.529 0.129 3.6.3 6 P4 1 4X4 0.874 13 2 0 13 z 4 0.272 0.45 0.69 0.69 0.112 3.6.3 7 P5 1 4X4 0.355 13 2 0 13 z 4 0.272 0.45 0.69 0.69 0.112 3.6.3 8 P6 1 6X6 0.293 13 2 0 13 z 4 0.389 0.3 0.46 0.46 0.112 3.6.3 9 P7 1 6X6 0.57 13 2 0 13 z 4 0.389 0.3 0.46 0.46 0.112 3.6.3 10 P8 1 6X6 0.635 13 2 0 13 z 4 0.389 0.3 0.46 0.46 0.112 3.6.3 11 P9 1 6X6 0.273 13 2 0 13 z 4 0.389 0.3 0.46 0.46 0.112 3.6.3 12 P10 1 4X4 0.05 13 2 0 13 z 4 0.359 0.63 1.02 1.02 0.12 3.6.3 RISAFIoor Version 15.0.3 [CA ... 1... 1... \Ross Engineering Design\2100121035 Sullivan Deck_LCIICALCSISULLIVAN DECK.rfl] Page 5 Page 13 of 14 IIIRISA- A NEMETSCHEK COMPANY Company June 21, 2021 Designer 1:20 PM Job Number Checked By:_ Model Name Wood Column Code Checks (Continued) Stack Lift Shane Code Ch... Elevfftl LC Shear Ch... Elevfftl Dir LC Fc' fksl Ft' rksil Fb1' rksil Fb2' rksil Fv' fksl Eon 13 P11 1 3-2X4 0.832 13 4 0 13 z 4 0.307 0.506 0.853 0.939 1 0.172 3.6.3 14 2 2-2X4 0.463 21 3 0 21 z 4 0.416 0.506 0.851 0.939 0.172 3.6.3 15 P12 1 3-2X4 0.864 13 4 0 13 z 4 0.307 0.506 0.853 0.939 0.172 3.6.3 16 2 2-2X4 0.686 21 3 0 21 z 4 0.416 0.506 0.851 0.939 0.172 3.6.3 17 P13 1 5-2X4 0.811 13 3 0 13 z 4 0.341 0.506 0.853 0.939 0.172 3.6.3 18 2 4-2X4 0.807 21 3 0 21 z 4 0.416 0.506 0.853 0.939 0.172 3.6.3 Page 14 of 14 Ross project: SULLIVAN RESIDENCE DECK ADDITION by: RR sheet #: Engineering Design Inc location: 1128 VISTA PLACE, EDMONDS, WA 98020 date: 6/22/2021 client: THE LEREN COMPANY job #: 21035 Footings Allowable Bearing = 2000 psf Max Base Footing St Loc [ft] End Loc [ft] Length [ft] Reaction[k] Label Top Floor F1 5.229,1 7.229,1 2.0 2.81 F1 FOUNDATION F2 15.649,1 17.649,1 2.5 8.02 F2 FOUNDATION F3 32.917,1 34.917,1 2.0 7.98 F3 FOUNDATION F4 5.229,8.021 7.229,8.021 2.0 4.48 F4 FOUNDATION F5 15.878,8.021 17.878,8.021 2.0 7.73 F5 FOUNDATION F6 32.917,8.021 34.917,8.021 2.5 8.51 F6 FOUNDATION F7 43.466,6.491 45.466,6.491 2.0 3.95 F7 FOUNDATION F8 52.062,10.966 54.062,10.966 2.0 2.21 F8 FOUNDATION F9 0,12 2,12 2.0 1.25 F9 FOUNDATION F10 1.229,15.271 3.229,15.271 2.0 4.24 F10 FOUNDATION F11 15.649,15.27117.649,15.271 2.0 6.51 F11 FOUNDATION F12 18.152,15.27120.152,15.271 2.0 6.17 F12 FOUNDATION F13 30.448,15.27132.448,15.271 2.5 8.45 F13 FOUNDATION Bottom Floor Start Point End Point Material Type Material Set Footing Width (in) Result (psf) Check Base N1 N2 Concrete Conc2500NV\ 24 704 OK Base N3 N4 Concrete Conc2500NV\ 30 1283 OK Base N5 N6 Concrete Conc2500NV\ 24 1996 OK Base N7 N8 Concrete Conc2500NV\ 24 1119 OK Base N9 N10 Concrete Conc2500NV\ 24 1934 OK Base N 1 1 N 12 Concrete Conc2500NV\ 30 1361 OK Base N 13 N 14 Concrete Conc2500NV\ 24 986 OK Base N 15 N 16 Concrete Conc2500NV\ 24 554 OK Base N 17 N 18 Concrete Conc2500NV\ 24 313 OK Base N19 N20 Concrete Conc2500NV\ 24 1061 OK Base N21 N22 Concrete Conc2500NV\ 24 1628 OK Base N23 N24 Concrete Conc2500NV\ 24 1542 OK Base N25 N26 Concrete Conc2500NV\ 30 1352 OK