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REVIEWED BLD Maureen Over Deck Struct Calcs 8.6.20 (2)
Page 1 of 12 Ross Engineering Design Inc MAUREEN OVER DECK STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2015 IBC 831 SOMERSET LN, EDMONDS, WA Job Number 20039 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN For THE LEREN COMPANY Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com Page 2 of 12 Results for LC 1, Service Dead Full Model OVER DECK.REVI AI Page 3 of 12 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 12 ' G F1 F2 F3 F F5 J22 J21 J20 F7 N m J19 m F8 J18 F9 J17 A F10 F11 F12 0- F13 F1 F15 F16 F1 F18 F19 F2 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead FOUNDATION KEY PLAN OVER DECK.REV1.rfl EL: Page 5 of 12 J119 J21 F1_L2 F2_L2 F3_L2 020 J23 6 N J24 m J25 J26 v J163 J105 J135 6 L2 J162 m J104 J134 m JF J161 J103 F7 L2 J133 J160 J102 J132 J159 J101 J131 J158 J72 J100 J130 J157 J71 J99 ro J129 N 00 (O J70 m J128 J69 J97 J127 F10_1-2 J68 F11_L2 J96 F12_1-2 J126 J95 J125 J66 J94 J124 J65 m J93 to J123 m m J64 J92 J122 1`1 L2 F14_L2 F15 121 FQ� L2 J63 J91 ■ J8t1 IJ81 J84 J78 J79 J80 J82 ✓7,? — — J85 J86 J87 J88 Co J137 m J90 � J106 ✓70 J136 m J108 m J109 F17_L2 F1 L2 FlE L2 ■ J115 J111 J112 J113 A 14 J110 J116 J148 � J147 F� L2 J146 J140 Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead DECK KEY PLAN I OVER DECK.REVIAI Page 6 of 12 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 12 Company Aug 6, 2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By:___ A NEMETSCHEK COMPANY Model Name Wood Material Properties I nK.1 T,m 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 241F-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 ohel Ph r4cl F4 rlrcil Fv rireil Fr rLcil F Ncil Fr1F rircil Tvnn r`F 1 LVL_PRL_1.5E_2.. 2,25 1.5 .22 1.95 1500 1005 SCL 2 LVL_PRL HE 2... 2.9 1.9 .2851W 2.75 2000 1340 SCL 3 LVL_Microllam_1... 2.6 1.555 .285 2.51 1900 1273 SCL 4 PSL_Parallam 2.... 2.9 2.025 .29 2.9 2000 1340 SCL 5 PSL_ Parallam_1.... 2.4 1.755 .18 2.5 1800 1206 SCL 6 LSL TimberStran... 2.325 1.07 .31 2.05 1550 1038.5 SCL 7 LSL TimberStran... 1.7 1.075 .4 1.4 1300 871 SCL 8 King Beam 3 2 .3 1.8 2300 1541 UsuallyG... 9 PT 4x Post .68 .42 .12 1.04 1235 447 UsuallyG... 10 PT 6x Post .46 .3 .112 .46 1045 380 VsuallyG... 11 PT 10" .748 .42 .12 1.04 1235 447 VisuallyG... 12 PT 12" .68 .42 .12 1.04 1235 447 VsuallyG... 13 PT 6x12 max .54 .28 .112 .4 1045 380 VsuallyG... 14 PT 6x16 max .525 .28 .112 .4 1045 380 Visually G... 15 RIGID 1000 1000 1000 1000 1e+6 le+6 UsuallyG... Deck General Properties Deck Loads RISAFloor Version 14.0.2 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIIREV1ICALCSIOVER DECK.REV1.rfl] Page 1 Page 8 of 12 Company Aug 6, 2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Design Deflection Parameters I hd n1 rloflrinl n1 P.fin I I neflnl I I Pn+in n1 +1 1 neflnnl rll 4.11 P rn+cnnry neflrinl Rn+in r nfac ni nomw Rnfin 1 GENERAL 360 360 1 240 SL 360 None 360 2 2x4 360 360 Tm 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 RIGID 1000 1000 1000 SL 1000 None 360 Uniform Area Loads Label Additive PreDL[ksfl Po stlD L[k sfl LL[ksfl LL Typo A Rs fl D n Load ks 1 None I L-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 Yes 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 ahal ARIF rn Corviro HnfPnllorf CnH Fnrmo llVmrl llVmrl Prnrl r'.nnrra+a Macnnry Cnnnorfinn 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 I ok.l Qi,o Gv niiri+ Ron h- !` i nnrf+l I (' nofl (`h enL I nnrf+l !'o+ eF.00r ('honL I MrAI I r 1 B1 4X10 No PT 10 .382 3.135 2 .145 3.135 LL .326 6.269 2 2 B2 4X10 No PT 10 .382 3.135 2 .145 3.135 LL .326 6.269 2 3 J3 2X8 No PT 10 .186 3.5 2 .087 3.5 LL .116 7 2 4 J4 2X8 No PT 10 .186 3.5 2 .087 3.5 LL .116 7 2 5 J17 2X8 No PT 10 .381 3.5 2 .225 3.5 LL .269 7 2 6 J18 2X8 No PT 10 .46 3.5 2 .275 3.5 LL .326 7 2 7 J19 2X8 No PT 10 .46 3.5 2 .275 3.5 LL .326 7 2 8 J20 2X8 No PT 10 .46 3.5 2 .275 3.5 LL .326 7 2 9 J21 2X8 No PT 10 .46 3.5 2 .275 3.5 LL .326 7 2 10 J22 2X8 No PT 10 .381 3.5 2 .225 3.5 LL .269 7 2 RISAFloor Version 14.0.2 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIIREV1ICALCSIOVER DECK.REV1.rfl] Page 2 Page 9 of 12 Company Aug 6, 2020 PM IIIRISA JobNuDesigner Checked ke 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 .481 2.214 2 .212 0 LL .594 2.214 2 2 B2 4X10 Yes PT 10 .827 4.01 2 .313 3.573 LL .686 7 2 3 B3 4X10 Yes PT 10 .427 2.365 2 .251 8.731 LL .683 6.457 2 4 B6 4X10 Yes PT 10 .828 3.938 2 .346 3.5 LL .725 7 2 5 B7 4X10 Yes PT 10 .686 3.656 2 .27 3.25 LL .679 6.5 2 6 B8 4X10 Yes PT 10 .558 3.542 2 .335 6.538 LL .505 5.994 2 7 B11 4X10 Yes PT 10 .977 4.688 2 .514 4.5 LL .661 9 2 8 B12 4X10 Yes PT 10 .426 3.656 2 .165 3.25 LL .417 6.5 2 9 B13 4X10 Yes PT 10 .53 3.5 2 .321 8 LL .923 6 2 10 B14 4X10 Yes PT 10 .312 4 2 .146 0 LL .503 1 2 11 B15 2X8 Yes PT 10 .089 .521 2 .036 0 DL .21 1 2 12 B16 2X8 Yes PT 10 0 .5 1 .036 0 DL .003 1 1 13 B17 4X10 Yes PT 10 .53 3.5 2 .286 8 LL .993 6 2 14 J21 2X8 Yes PT 10 .401 4.031 2 .378 9 LL .227 7.969 2 15 J23 2X8 Yes PT 10 .765 4.031 2 .755 9 LL .432 7.969 2 16 J24 2X8 Yes PT 10 .601 3.5 2 .314 3.5 LL .374 7 2 17 J25 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 18 J26 2X8 Yes PT 10 .765 4.031 2 .755 9 LL .432 7.969 2 19 J27 2-2X8 Yes PT 10 .243 9 2 .347 0 LL .35 2 2 20 J29 2X8 Yes PT 10 .726 4.031 2 .715 9 LL .41 7.969 2 21 J63 2X8 Yes PT 10 .417 5.906 2 .479 0 LL .379 2.063 2 22 J64 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 23 J65 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 24 J66 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 25 J67 2X8 Yes PT 10 .439 5.906 2 .505 0 LL .399 2.063 2 26 J68 2X8 Yes PT 10 .438 5.719 2 .505 0 LL .399 2.063 2 27 J69 2X8 Yes PT 10 .438 5.719 2 .505 0 LL .399 2.063 2 28 J70 2-2X8 Yes PT 10 .295 2 2 .394 0 LL .494 2 2 29 J71 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 30 J72 2X8 Yes PT 10 .529 3.5 2 .315 3.5 LL .375 7 2 31 J73 2X8 Yes PT 10 .408 3.5 2 .243 3.5 LL .287 7 2 32 J91 2X8 Yes PT 10 .501 3.5 2 .298 3.5 LL .355 7 2 33 J92 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 34 J93 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 35 J94 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 36 J95 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 37 J96 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 38 J97 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 39 J99 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 40 J100 2X8 Yes PT 10 .529 3.5 2 .315 3.5 LL .375 7 2 41 J101 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 42 J102 2X8 Yes PT 10 .526 3.5 2 .313 3.5 LL .372 7 2 43 J103 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 44 J104 2X8 Yes PT 10 .527 3.5 2 .314 3.5 LL .374 7 2 45 J105 2X8 Yes PT 10 .501 3.5 2 .298 3.5 LL .355 7 2 46 J121 2X8 Yes PT 10 .01 .5 2 .036 0 DL .051 1 2 47 J122 2X8 Yes PT 10 .01 .5 2 .036 0 DL .053 1 2 RISAFloor Version 14.0.2 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIIREV1ICALCSIOVER DECK.REV1.rfl] Page 3 Page 10 of 12 Company Aug 6, 2020 PM IIIRISA JobNuDesigner Checked ke Job Number Checked By: A NEMETSCHEK COMPANY Model Name Beam Code Summary for Wood: DECK (Continued) Label Size EXDliCit Material Bendina C... LocI l LC DO Check Locrftl Cat Shear Check LocI l LC 48 J123 2X8 Yes PT 10 .01 .5 2 .036 0 DL .053 1 2 49 J124 2X8 Yes PT 10 .01 .5 2 .036 0 DL .053 1 2 50 J125 2X8 Yes PT 10 .072 1.375 2 .036 0 DL .139 0 2 51 J126 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 52 J127 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 53 J128 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 54 J129 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 55 J130 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .161 3 2 56 J131 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 57 J132 2X8 Yes PT 10 .093 1.5 2 .036 0 DL .16 3 2 58 J133 2X8 Yes PT 10 .094 1.5 2 .036 0 DL .16 3 2 59 J134 2X8 Yes PT 10 .543 3.75 2 .576 9 LL .375 0 2 60 J135 2X8 Yes PT 10 .639 4.031 2 .714 9 LL .41 7.969 2 61 J78 2X8 Yes PT 10 .467 5.906 2 .46 0 LL .361 2.063 2 62 J79 2X8 Yes PT 10 .549 3.5 2 .286 3.5 LL .342 7 2 63 J80 2X8 Yes PT 10 .011 .5 2 .036 0 DL .049 1 2 64 J81 2X8 Yes PT 10 .01 .5 2 .036 0 DL .045 1 2 65 J82 2X8 Yes PT 10 .508 3.5 2 .263 3.5 LL .316 7 2 66 J83 2X8 Yes PT 10 .008 .5 2 .036 0 DL .041 1 2 67 J84 2X8 Yes PT 10 .403 3.5 2 .236 3.5 LL .285 7 2 68 J85 2X8 Yes PT 10 .562 3.573 2 .291 3.5 LL .355 7 2 69 J86 2X8 Yes PT 10 .58 3.5 2 .303 3.5 LL .361 7 2 70 J87 2X8 Yes PT 10 .765 4 2 .452 4 LL .412 8 2 71 J88 2X8 Yes PT 10 .58 3.5 2 .303 3.5 LL .361 7 2 72 J90 2X8 Yes PT 10 .794 4 2 .47 4 LL .428 8 2 73 J106 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 74 J108 2X8 Yes PT 10 .794 4 2 .47 4 LL .428 8 2 75 J109 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 76 J111 2X8 Yes PT 10 .794 4 2 .47 4 LL .428 8 2 77 J112 2X8 Yes PT 10 .602 3.5 2 .315 3.5 LL .374 7 2 78 J114 2X8 Yes PT 10 .409 3.5 2 .209 3.5 LL .255 7 2 79 J116 2X8 Yes PT 10 .451 3.063 2 .209 3.5 LL .22 7 2 80 J117 2X8 Yes PT 10 .106 3 2 .056 4 LL .383 3 2 81 J118 2X8 Yes PT 10 .445 2.828 2 .256 5.657 LL .391 2.828 2 82 J119 2X8 Yes PT 10 .282 7 2 .082 3.125 LL .375 7 2 83 J120 2X8 Yes PT 10 .659 6.944 2 .193 3.056 LL .465 6.944 2 84 J107 2X8 Yes PT 10 .32 8.256 2 .146 11.008 LL .189 8.256 2 85 J110 2X8 Yes PT 10 .161 8.022 2 .038 3.551 LL .105 7.891 2 86 J113 2X8 Yes PT 10 .454 8.056 2 .198 3.611 LL .343 7.917 2 87 J115 2X8 Yes PT 10 .594 3.5 2 .309 3.5 LL .372 0 2 88 J136 2X8 Yes PT 10 .438 6.646 2 .216 6.243 LL .424 2.719 2 89 J137 2X8 Yes PT 10 .423 8.752 2 .233 8.382 LL .424 4.931 2 90 J139 2X8 Yes PT 10 .016 1.321 2 .036 0 DL .037 2.348 2 91 J140 2X8 Yes PT 10 .055 2 2 .036 0 DL .062 4 2 92 J146 2X8 Yes PT 10 .128 2 2 .044 2 LL .163 4 2 93 J147 2X8 Yes PT 10 .168 2 2 .059 2 LL .213 4 2 94 J148 2X8 Yes PT 10 .128 2 2 .044 2 LL .163 4 2 RISAFloor Version 14.0.2 [CA ... 1... 1... 1... \2000\20039 Maureen Over Deck_LCIIREV1ICALCSIOVER DECK.REV1.rfl] Page 4 Page 11 of 12 IIRISCompany A JobNuDesigner ob Number A NEMETSCHEK COMPANY Model Name Aug 6,2020 2:38 PM Checked By:___ Beam Code Summary for Wood: DECK (Continued) I nhol Ci,c FvrJirh NAn4cri.1 P-Iinn (' I -rRl 1 r r)etl (hark I nrrfn rn+ Chnnr nc�r,k I r r l 1 r 95 B123 4X10 No PT 10 .364 2.677 2 .137 3.135 LL .304 6.269 2 96 B124 4X10 Yes PT 10 .147 1.542 2 .057 4.231 LL .472 3.217 2 97 B125 4X10 Yes PT 10 .916 3.365 2 .667 8.5 LL .797 7.438 2 98 J98 2-2X8 Yes PT 10 .554 5.25 2 .397 5.25 LL .213 10.5 2 99 J157 2X8 No PT 10 .04 1 2 .036 0 DL .104 2 2 100 J158 2X8 No PT 10 .041 1 2 .036 0 DL .107 2 2 101 J159 2X8 No PT 10 .041 1 2 .036 0 DL .107 2 2 102 J160 2X8 No PT 10 .041 1 2 .036 0 DL .107 2 2 103 J161 2X8 No PT 10 .041 1 2 .036 0 DL .107 2 2 104 J162 2X8 No PT 10 .041 1 2 .036 0 DL .107 2 2 105 J163 2X8 No PT 10 .04 1 2 .036 0 DL .104 2 2 106 J138 2X8 No PT 10 .001 .667 1 .036 0 DL .004 1.333 1 107 J141 2X8 No PT 10 .001 .667 1 .036 0 DL .004 1.333 1 108 J142 2X8 No PT 10 .001 .667 1 .036 0 DL .004 1.333 1 109 J143 2X8 No PT 10 0 .595 1 .036 0 DL .003 1.19 1 110 J144 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 111 J145 2X8 No PT 10 0 .24 1 .036 0 DL .001 .48 1 112 J149 2X8 No PT 10 0 .595 1 .036 0 DL .003 1.19 1 113 J150 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 114 J151 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 115 J152 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 116 J153 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 117 J154 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 118 J155 2X8 No PT 10 .001 .665 .036 0 DL .004 1.33 1 119 J156 2X8 No PT 10 .001 .665 1 .036 0 DL .004 1.33 1 Wood Column Code Checks Stark I P Ghana C..nrla (.h Flavrftl I C Shaar r..h Flavrftl nir I r. Pr.' rksl Ft' rkcil Fh1' rksil Fh9' rksil Fv' W61 Fnn 1 F1 2 4X4 .123 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 2 F2 2 4X4 .179 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 3 F3 2 4X4 .103 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 4 F6 2 4X4 .075 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 5 F7 2 4X4 .246 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 6 F10 2 4X4 .209 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 7 F11 2 4X4 .245 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 8 F12 2 4X4 .197 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 9 F13 2 4X4 .201 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 10 F14 2 4X4 .225 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 11 F15 2 4X4 .148 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 12 F16 2 4X4 .090 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 13 F17 2 4X4 .145 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 14 F18 2 4X4 .219 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 15 F19 2 4X4 .219 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 16 F20 2 4X4 .030 3.67 2 .000 3.67 z 4 1.096 .63 1.02 1.02 .12 3.6.3 RISAFloor Version 14.0.2 [CA ... 1...1... 1... \2000\20039 Maureen Over Deck_LCIIREV1ICALCSIOVER DECK.REV1.rfl] Page 5 Page 12 of 12 Ross project: MAUREEN OVER DECK by: RR sheet #: Engineering Design location: 831 SOMERSET LN, EDMONDS, WA date: 8/5/2020 client: THE LEREN COMPANY job #: 20039 Inc Footings Allowable Bearing = 2000 psf Max Base Radius Area Result Footing React[k] (ft) (sq ft) (psf) Check F1 1.82 1.5 1.77 1029 OK F2 2.58 1.5 1.77 1460 OK F3 1.55 1.5 1.77 878 OK F4 3.21 1.5 1.77 1819 OK F5 2.93 1.5 1.77 1657 OK F6 1.18 1.5 1.77 665 OK F7 3.48 1.5 1.77 1969 OK F8 2.88 1.5 1.77 1629 OK F9 3.95 1.67 2.19 1803 OK F10 2.97 1.5 1.77 1683 OK F11 3.47 1.5 1.77 1962 OK F12 2.81 1.5 1.77 1593 OK F13 2.87 1.5 1.77 1624 OK F14 3.19 1.5 1.77 1807 OK F15 2.16 1.5 1.77 1222 OK F16 1.38 1.5 1.77 784 OK F17 2.12 1.5 1.77 1203 OK F18 3.11 1.5 1.77 1761 OK F19 3.11 1.5 1.77 1761 OK F20 0.58 1.5 1.77 327 OK