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New Structural Calcs (2)
Page 1 of 13 Ross Engineering Design Inc MAUREEN OVER DECK STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2015 IBC 831 SOMERSET LN, EDMONDS, WA Job Number 20039 5/28/2020 �ANXy1:Z0]►1[014101 � ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Page 2 of 13 Results for LC 1, Service Dead Full Model OVER DECK.rn Page 3 of 13 Ross Engineering Design Inc project: MAUREEN OVER DECK by: RR sheet #: location: 831 SOMERSET LN, EDMONDS, WA date: 5/28/2020 client: THE LEREN COMPANY job #: 20039 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 Wood Floor Loads Dead Loads Live Loads Decking 4.00 psf Gyperete Sheathing Insulation Sprinkler Ceiling Lights Joist Mechanical M isc 2.00 Total 6.00 psf Balcony 60 psf Page 4 of 13 F 1 F19 F36 F 2 F 0 F 7 F 3 F3 8 F 4 F4 F9 F 6 F10 F 6 F S F 7 Loads: Envelop Results FOUNDATION KEY PLAN OVER DECK.rn EL: Page 5 of 13 / �20 J24 J25 m J27 J28 J77 J105 m J76 ■ J104 J75 I J103 m J74 J102 J73 ■ J101 J72 J100 J71 J99 ° J70 m J98 J69 J97 J68 J96 J67 J95 J66 J94 J65 ° J93 M m J64 J92 ■ J23 ■ J26 a m m J29 ■ J134 m J133 m J132 ■ J131 J130 J129 00 J128 J127 J126 ■ J125 J63 191 21 J78 J79 J80 ✓7�9 J85 J86 J87 m J137 J90 m J136 J108 J115 J111 J113 J110 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead DECK J81M J81 m J84 J82 J88 J106 J109 J112 J114 J116 J148 J147 J146 J140 KEY PLAN OVER DECKA Page 6 of 13 Ross project: MAUREEN OVER DECK by: RR sheet #: Engineering location: 831 SOMERSET LN, EDMONDS, WA date: 5/28/2020 Design client: THE LEREN COMPANY job #: 20039 Inc DECK TYPE MAP Deck Type As Applied None Exterior Eledc AREA LOAD MAP FYEa Load W! DEfeult IN one Saloon}+ Hat Tub Page 7 of 13 Company May 28, 2020 Des�nAM IIIRISA Job Nu r Checked ed Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Wood Material Properties I nK.1 Tme r)nfnknen Sneniee r:rnrle Cm Gmnrl Ain Therm rlenerirfff 1 DF#1 Solid Sawn Visually Graded Douglas Fir -Larch No.1 1 .3 .3 .035 2 DF#2 Solid Sawn Visually Graded Douglas Fir -Larch No.2 1 .3 .3 .035 3 HF#2 Solid Sawn VisualIv Graded Hem -Fir No.2 1 .3 .3 .035 4 HF STUD Solid Sawn Visually Graded Hem -Fir Stud 1 .3 .3 .035 5 24F-1.8E DF Balan... Glulam NDS Table 5A 24F-1.8E DF BAL na 1 .3 .3 .035 6 24F-1.8E DF Unbal.. Glulam NDS Table 5A 24F-1.8E DF UNBAL na 1 .3 .3 .035 7 PARALLAM SCL TrusJoist 2.0E DF Parallam PSL na 1 .3 .3 .035 8 LVL SCL TrusJoist 1.9E TimberStrand LSL na 1 .3 .3 .035 9 PT 4x Post Custom N/A PT 4x Post na 1 .3 .3 .035 10 PT 6x Post Custom N/A PT 6x Post na 1 .3 .3 .035 11 PT 10 Custom N/A PT 10" na 1 .3 .3 .06 12 PT 12 Custom N/A PT 12" na 1 .3 .3 .06 13 PT 6x12 Custom N/A PT 6x12 max na 1 .3 .3 .035 14 PT 6x16 Custom N/A PT 6x16 max na 1 .3 .3 .035 15 RIGID Custom N/A RIGID na 1 .3 .3 .035 Custom Wood Properties I ohcl Ph r4cl F4 rLcil Fv M-il Fr rLcil F Ncil Fr1F r4cil Tvnn r`F 1 LVL_PRL_1.5E_2.. 2.25 1.5 .22 1.95 1500 1005 SCL 2 LVL_PRL HE 2... 2.9 1.9 .2851W 2.75 2000 1340 SCL 3 LVL_Microllam_1... 2.6 1.555 .285 2.51 1900 1273 SCL 4 PSL_Parallam 2.... 2.9 2.025 .29 2.9 2000 1340 SCL 5 PSL_ Parallam_1.... 2.4 1.755 .18 2.5 1800 1206 SCL 6 LSL TimberStran... 2.325 1.07 .31 2.05 1550 1038.5 SCL 7 LSL TimberStran... 1.7 1.075 .4 1.4 1300 871 SCL 8 King Beam 3 2 .3 1.8 2300 1541 UsuallyG... 9 PT 4x Post .68 .42 .12 1.04 1235 447 UsuallyG... 10 PT 6x Post .46 .3 .112 .46 1045 380 MsuallyG... 11 PT 10" .748 .42 .12 1.04 1235 447 VisuallyG... 12 PT 12" .68 .42 .12 1.04 1235 447 VsuallyG... 13 PT 6x12 max .54 .28 .112 .4 1045 380 VsuallyG... 14 PT 6x16 max .525 .28 .112 .4 1045 380 Visually G... 15 RIGID 1000 1000 1000 1000 1e+6 le+6 UsuallyG... Deck General Properties Deck Loads RISAFloor Version 14.0.1 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIICALCSIOVER DECK.rfl] Page 1 Page 8 of 13 Company May28, 2020 AM 111RISA JobNuDesigner Checked ed Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Design Deflection Parameters I hd n1 rloflrinl n1 R.+in I I neflnl I I Rn+n ni +11 naflnnl n1 4.11 R r'n+or ry rleflrinl Rn+in r`n+cmni nomw Rnfin 1 GENERAL 360 360 1 240 SL 360 None 360 2 2x4 360 360 RIPm 240 SL 360 None 360 3 2x6 360 360 240 SL 360 None 360 4 2x8 360 360 240 SL 360 None 360 5 2x10 360 360 240 SL 360 None 360 6 2x12 360 360 240 SL 360 None 360 7 410 360 360 240 SL 360 None 360 8 HEADER 360 360 1 240 SL 360 None 360 9 3x GLULAM 360 360 1 240 SL 360 None 360 10 5x GLULAM 360 360 1 240 SL 360 None 360 11 6x GLULAM 360 360 1 240 SL 360 None 360 12 SCL BEAM 360 360 1 240 SL 360 None 360 13 SCL FLUSH BEAM 360 360 1 240 SL 360 None 360 14 TRUSS 1000 1000 1000 SL 1000 None 360 15 1 JOIST 360 480 240 SL 360 None 360 16 EXIST 1000 1000 1000 SL 1000 None 17 14 SCL FLUSH 360 360 1 240 SL 360 None 360 18 14 1 JOIST 360 480 240 SL 360 None 360 Uniform Area Loads Label Additive PreDL ks PostD L lk sfl LL[ksfl LL Type VL[ksfl D n Load ks 1 None I I LL-Reduce 2 Balcony .06 LL-Reduce 3 HotTub Yes .07 LL-Non 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 Yesl DL 1 2 Service Dead + Live Yes DL 1 LL 1 3 Service D+ S Yes DL 1 SL 1 4 Service D + L + S Yes DL 1 LL .75 SL .75 Combination Design I ahel AR IF cn Sarvira HntRnIL-.H r.nki Fnrme Wmrl Wand Prnrl Cnncrata Masnnry r.nnnactinn 1 Service Dead .9 Yes Yes Yes Yes Yes Yes Yes Yes 2 Service Dead + Live Yes Yes Yes Yes Yes Yes Yes Yes 3 Service D + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 4 Service D + L + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Beam Code Summary for Wood: FOUNDATION Label Size Explicit Material Bending C... Loc $ LC DO Check Loc ft Cat Shear Check Loc ft LC F7 No Data to Print ... RISAFloor Version 14.0.1 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIICALCSIOVER DECK.rf11 Page 2 Page 9 of 13 Company May28, 2020 Des�nAM IIIRISA Job Nu r Checked ed Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: DECK Label Size Exdicit Material Bendina C... Locrftl LC Defl Check Locrftl Cat Shear Check Locrftl LC 1 B1 4X10 Yes PT 10 .631 5.844 2 .531 0 LL .859 2.302 2 2 B2 4X10 Yes PT 10 .69 3.938 2 .287 3.5 LL .62 7 2 3 B3 4X10 Yes PT 10 .427 2.365 2 .251 8.731 LL .683 6.457 2 4 B4 4X10 Yes PT 10 .618 4 2 .3 0 LL .92 1 2 5 B5 4X10 Yes PT 10 .495 1.875 2 .143 2.203 LL .659 0 2 6 B6 4X10 Yes PT 10 .784 3.938 2 .333 3.5 LL .704 7 2 7 B7 4X10 Yes PT 10 .686 3.656 2 .27 3.25 LL .679 6.5 2 8 B8 4X10 Yes PT 10 .558 3.542 2 .335 6.538 LL .505 5.994 2 9 B9 4X10 Yes PT 10 .446 4 2 .212 0 LL .672 1 2 10 B10 4X10 Yes PT 10 .264 1.875 2 .072 2.203 LL .391 0 2 11 B11 4X10 Yes PT 10 .591 3.938 2 .248 3.5 LL .531 7 2 12 B12 4X10 Yes PT 10 .426 3.656 2 .165 3.25 LL .417 6.5 2 13 B13 4X10 Yes PT 10 .53 3.5 2 .321 8 LL .923 6 2 14 B14 4X10 Yes PT 10 .312 4 2 .146 0 LL .503 1 2 15 B15 2X8 Yes PT 10 .089 .521 2 .036 0 DL .21 1 2 16 B16 2X8 Yes PT 10 0 .5 1 .036 0 DL .003 1 1 17 B17 4X10 Yes PT 10 .53 3.5 2 .286 8 LL .993 6 2 18 J21 2X8 Yes PT 10 .401 4.031 2 .378 9 LL .227 7.969 2 19 J23 2X8 Yes PT 10 .765 4.031 2 .755 9 LL .432 7.969 2 20 J24 2-2X8 Yes PT 10 .529 3.5 2 .297 3.5 LL .34 7 2 21 J25 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 22 J26 2X8 Yes PT 10 .765 4.031 2 .755 9 LL .432 7.969 2 23 J27 2-2X8 Yes PT 10 .58 5.531 2 .56 0 LL .368 9 2 24 J28 2X8 Yes PT 10 .571 3.5 2 .298 3.5 LL .355 7 2 25 J29 2X8 Yes PT 10 .726 4.031 2 .715 9 LL .41 7.969 2 26 J63 2X8 Yes PT 10 .417 5.906 2 .479 0 LL .379 2.063 2 27 J64 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 28 J65 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 29 J66 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 30 J67 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 31 J68 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 32 J69 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 33 J70 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 34 J71 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 35 J72 2X8 Yes PT 10 .44 5.906 2 .507 0 LL .401 2.063 2 36 J73 2X8 Yes PT 10 .474 5.906 2 .545 0 LL .424 2.063 2 37 J74 2X8 Yes PT 10 .856 5.531 2 .974 0 LL .692 2.063 2 38 J75 2-2X8 Yes PT 10 .474 5.531 2 .547 0 LL .393 2.063 2 39 J76 2-2X8 Yes PT 10 .474 5.531 2 .547 0 LL .393 2.063 2 40 J77 2-2X8 Yes PT 10 .45 5.531 2 .519 0 LL .374 2.063 2 41 J91 2X8 Yes PT 10 .501 3.5 2 .298 3.5 LL .355 7 2 42 J92 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 43 J93 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 44 J94 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 45 J95 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 46 J96 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 47 J97 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 RISAFloor Version 14.0.1 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIICALCSIOVER DECK.rfl] Page 3 Page 10 of 13 IIRISCompany A JobNuDesigner ob Number A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: DECK (Continued) May 28, 2020 11:52 AM Checked By:___ Label Size EXDliCit Material Bendina C... LocI l LC DO Check Locrftl Cat Shear Check LocI l LC 48 J98 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 49 J99 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 50 J100 2X8 Yes PT 10 .529 3.5 2 .315 3.5 LL .375 7 2 51 J101 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 52 J102 2X8 Yes PT 10 .526 3.5 2 .313 3.5 LL .372 7 2 53 J103 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 54 J104 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 55 J105 2X8 Yes PT 10 .501 3.5 2 .298 3.5 LL .355 7 2 56 J121 2X8 Yes PT 10 .01 .5 2 .036 0 DL .051 1 2 57 J122 2X8 Yes PT 10 .01 .5 2 .036 0 DL .053 1 2 58 J123 2X8 Yes PT 10 .01 .5 2 .036 0 DL .053 1 2 59 J124 2X8 Yes PT 10 .01 .5 2 .036 0 DL .053 1 2 60 J125 2X8 Yes PT 10 .072 1.375 2 .036 0 DL .139 0 2 61 J126 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 62 J127 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 63 J128 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 64 J129 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 65 J130 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .161 3 2 66 J131 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 67 J132 2X8 Yes PT 10 .093 1.5 2 .036 0 DL .16 3 2 68 J133 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 69 J134 2X8 Yes PT 10 .543 3.75 2 .576 9 LL .375 0 2 70 J135 2X8 Yes PT 10 .639 4.031 2 .714 9 LL .41 7.969 2 71 J78 2X8 Yes PT 10 .467 5.906 2 .46 0 LL .361 2.063 2 72 J79 2X8 Yes PT 10 .549 3.5 2 .286 3.5 LL .342 7 2 73 J80 2X8 Yes PT 10 .011 .5 2 .036 0 DL .049 1 2 74 J81 2X8 Yes PT 10 .01 .5 2 .036 0 DL .045 1 2 75 J82 2X8 Yes PT 10 .508 3.5 2 .263 3.5 LL .316 7 2 76 J83 2X8 Yes PT 10 .008 .5 2 .036 0 DL .041 1 2 77 J84 2X8 Yes PT 10 .403 3.5 2 .236 3.5 LL .285 7 2 78 J85 2X8 Yes PT 10 .562 3.573 2 .291 3.5 LL .355 7 2 79 J86 2X8 Yes PT 10 .58 3.5 2 .303 3.5 LL .361 7 2 80 J87 2X8 Yes PT 10 .765 4 2 .452 4 LL .412 8 2 81 J88 2X8 Yes PT 10 .58 3.5 2 .303 3.5 LL .361 7 2 82 J90 2X8 Yes PT 10 .794 4 2 .47 4 LL .428 8 2 83 J106 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 84 J108 2X8 Yes PT 10 .794 4 2 .47 4 LL .428 8 2 85 J109 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 86 J111 2X8 Yes PT 10 .794 4 2 .47 4 LL .428 8 2 87 J112 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 88 J114 2X8 Yes PT 10 .409 3.5 2 .209 3.5 LL .255 7 2 89 J116 2X8 Yes PT 10 .451 3.063 2 .209 3.5 LL .22 7 2 90 J117 2X8 Yes PT 10 .106 3 2 .056 4 LL .383 3 2 91 J118 2X8 Yes PT 10 .368 2.828 2 .2 5.657 LL .382 2.828 2 92 J119 2X8 Yes PT 10 .466 7 2 .102 4 LL .389 7 2 93 J120 2X8 Yes PT 10 .623 6.944 2 .206 3.194 LL .46 6.944 2 94 J107 2X8 Yes PT 10 .32 8.256 2 .146 11.008 LL .189 8.256 2 RISAFloor Version 14.0.1 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIICALCSIOVER DECK.rfl] Page 4 Page 11 of 13 IIRISCompany A Job Nu r Job Number A NEMETSCHEK COMPANY Model Name May 28, 2020 11:52 AM Checked By:___ Beam Code Summary for Wood: DECK (Continued) I nhol Ci,c FvrJirh NAn4cri.1 P-Ii- (' I -rhl 1 C r)cll Chcnlr I n rfn r of Chem Chcr•Ir I r r l 1 C 95 J110 2X8 Yes 7PT 10 .161 8.022 2 .038 3.551 LL .105 7.891 2 96 J113 2X8 Yes PT 10 .454 8.056 2 .198 3.611 LL .343 7.917 2 97 J115 2X8 Yes PT 10 .594 3.5 2 .309 3.5 LL .372 0 2 98 J136 2X8 Yes PT 10 .438 6.646 2 .217 6.344 LL .424 2.719 2 99 J137 2X8 Yes PT 10 .423 8.752 2 .233 8.382 LL .424 4.931 2 100 J139 2X8 Yes PT 10 .016 1.321 2 .036 0 DL .037 2.348 2 101 J140 2X8 Yes PT 10 .055 2 2 .036 0 DL .062 4 2 102 J146 2X8 Yes PT 10 .128 2 2 .044 2 LL .163 4 2 103 J147 2X8 Yes PT 10 .168 2 2 .059 2 LL .213 4 2 104 J148 2X8 Yes PT 10 .128 2 2 .044 2 LL .163 4 2 105 J138 2X8 Yes PT 10 .001 .667 1 .036 0 DL .004 1.333 1 106 J141 2X8 Yes PT 10 .001 .667 1 .036 0 DL .004 1.333 1 107 J142 2X8 Yes PT 10 .001 .667 1 .036 0 DL .004 1.333 1 108 J143 2X8 Yes PT 10 0 .595 1 .036 0 DL .003 1.19 1 109 J144 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 110 J145 2X8 Yes PT 10 0 .24 1 .036 0 DL .001 .48 1 111 J149 2X8 Yes PT 10 0 .595 1 .036 0 DL .003 1.19 1 112 J150 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 113 J151 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 114 J152 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 115 J153 2X8 Yes PT 10 .001 .66 1 .036 0 DL .004 1.32 1 116 J154 2X8 Yes PT 10 .001 .67 1 .036 0 DL .004 1.34 1 117 J155 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 118 J156 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 119 J157 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 120 J158 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 121 J159 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 122 J160 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 123 J161 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 124 J162 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 125 J163 2X8 Yes PT 10 .001 .665 1 .036 0 DL .004 1.33 1 126 J164 2X8 Yes PT 10 0 .595 1 .036 0 DL .003 1.19 1 Wood Column Code Checks Stack I iff Shane C..nrle Ch Flavrftl I C. Shear (h Flavrftl rlir I C Fc' rkcl Ft' rksil Fh1' rkcil Fh9' rkcil Fv' rksl Fnn 1 P2 1 4X4 .231 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 2 P3 1 4X4 .196 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 3 P4 1 4X4 .201 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 4 P5 1 4X4 .185 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 5 P6 1 4X4 .250 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 6 P7 1 4X4 .238 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 7 P8 1 4X4 .241 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 8 P9 1 4X4 .225 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 9 P10 1 4X4 .145 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 10 P11 1 4X4 .135 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 11 P12 1 4X4 .165 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3 . 6 . 3 12 P13 1 4X4 .159 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 RISAFloor Version 14.0.1 [C:1..A... 1... 1... \2000\20039 Maureen Over Deck_LCIICALCSIOVER DECK.rfl] Page 5 Page 12 of 13 IIIRISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Wood Column Code Checks (Continued) May 28, 2020 11:52 AM Checked By:___ Stack Lift Shane Code Ch... Elevfftl LC Shear Ch... Elevrftl Dir LC Fc' rksl Ft' fksil Fbl' f ksil Fb2' f ksil Fv rksl Ean 13 P14 1 4X4 .172 3.67 2 .000 3.67 z 4 1.096 .63 1 1.02 1.02 .12 3.6.3 14 P15 1 4X4 .148 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 15 P16 1 4X4 .219 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 16 P17 1 4X4 .103 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 17 P18 1 4X4 .075 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 18 P19 1 4X4 .090 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 19 P20 1 4X4 .219 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 20 P201 1 4X4 .299 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 21 P21 1 4X4 .030 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 Page 13 of 13 Ross Engineering Design Inc project: MAUREEN OVER DECK by: RR sheet #: location: 831 SOMERSET LN, EDMONDS, WA date: 5/28/2020 client: THE LEREN COMPANY job #: 20039 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 F2 1,25.5 3,25.5 2.0 3.52 F2 FOUNDATION Base N3 N4 Concrete Conc3000NV\ 24 881 OK F3 1,18.5 3,18.5 2.0 3.05 F3 FOUNDATION Base N5 N6 Concrete Conc3000NV\ 24 764 OK F4 1,12 3,12 2.0 3.17 F4 FOUNDATION Base N7 N8 Concrete Conc3000NV\ 24 793 OK F5 8,35 10,35 2.0 2.94 F5 FOUNDATION Base N9 N10 Concrete Conc3000NV\ 24 734 OK F6 8,30 10,30 2.0 3.71 F6 FOUNDATION Base N11 N12 Concrete Conc3000N\A 24 927 OK F7 8,25.5 10,25.5 2.0 3.61 F7 FOUNDATION Base N13 N14 Concrete Conc3000N\A 24 902 OK F8 8,18.5 10,18.5 2.0 3.67 F8 FOUNDATION Base N15 N16 Concrete Conc3000NV\ 24 917 OK F9 8,12 10,12 2.0 3.42 F9 FOUNDATION Base N17 N18 Concrete Conc3000NV\ 24 856 OK F10 8,6 10,6 2.0 2.36 F10 FOUNDATION Base N19 N20 Concrete Conc3000NV\ 24 591 OK F11 15,35 17,35 2.0 2.21 F11 FOUNDATION Base N21 N22 Concrete Conc3000NV\ 24 553 OK F12 15,30 17,30 2.0 2.63 F12 FOUNDATION Base N23 N24 Concrete Conc3000NV\ 24 658 OK F13 15,25.5 17,25.5 2.0 2.56 F13 FOUNDATION Base N25 N26 Concrete Conc3000N\A 24 639 OK F14 15,18.5 17,18.5 2.0 2.72 F14 FOUNDATION Base N27 N28 Concrete Conc3000N\A 24 681 OK F15 15,12 17,12 2.0 2.41 F15 FOUNDATION Base N29 N30 Concrete Conc3000NV\ 24 603 OK F16 15,6 17,6 2.0 3.38 F16 FOUNDATION Base N31 N32 Concrete Conc3000NV\ 24 846 OK F17 23,12 25,12 2.0 1.62 F17 FOUNDATION Base N33 N34 Concrete Conc3000NV\ 24 404 OK F18 23,6 25,6 2.0 3.39 F18 FOUNDATION Base N35 N36 Concrete Conc3000NV\ 24 847 OK F19 23,35 25,35 2.0 1.79 F19 FOUNDATION Base N37 N38 Concrete Conc3000NV\ 24 448 OK F20 23,30 25,30 2.0 1.41 F20 FOUNDATION Base N39 N40 Concrete Conc3000NV\ 24 354 OK F36 1,31.769 3,31.769 2.0 4.32 F36 FOUNDATION Base N67 N68 Concrete Conc3000N\A 24 1080 OK F37 26,1 28,1 2.0 0.81 F37 FOUNDATION Base N70 N71 Concrete Conc3000NV\ 24 202 OK