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Special inspection field report.pdf
'�O�bl-7 - 0-7 q-2r Ross Engineering Design November 29, 2018 Andree Yen Yen Design 15029 Bothell Way NE #400 Lake Forest Park, WA 98155 RE: Yen Residence Roof Framing Dear Andree: As requested I have reviewed the roof framing for 11-7/8" deep 1-joists sand parallams to support 60 psf live load in the deck area and 25psf snow in non -deck areas. The roof shall be supported by attached minimum member sizes. Supporting calculations are also attached. Feel free to contact me with any further questions. Sincerely, V----X— Ryan Ross, PE Ross Engineering Design Phone: (425) 314-2373 Email: ryan.ross@rossengineer.com Page 1 of 9 Ross Engineering Design Inc YEN RESIDENCE STRUCTURAL CALCULATIONS IN ACCORDANCE WITH THE 2015 IBC KIRKLAND, WA Job Number 18141 11/19/2018 w. )?0 n 61 �o J0 18 0 46411 boy, SEC 1 STE��'� �S81ONAL For YEN DESIGN Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com X O O O O n z { Z O W rL CD 7 I� FD C 0) � OC 6 L G 11-718 BCI 6000-1.B OF 11-718 BCI 90.2.0 OF — 11-7r8 BCI 90-2.0 OF 11.7,8 BCI 90.2.0 OF 11-7/8 BCI 11.7,8 BCI 90-2.0 OF 6000-1 8 OF TYP 11.718 BCI 90-2.0 OF w 11.718 BCI 9C-2.0 OF I I-M BCI 90.2.0 OF w CD — CD t i-718 BCI 90-2.0 DF 11.7/8 BCI 90-2.0 OF 11.718 BCI 90-2.0 OF N — 11-7/8 BCI 90-2.0 OF v y r 11.7!8 BCI 90-2.0 OF 11-T8 BCI 90-2.0 OF — 11-7/8 BCI 90.2.0 OF - 11-78 BCI 90.2.0 OF 11-7,8 BCI 90-2.0 OF —p 11-7'8 BCI 93-2.0 OF v w ro 11.718 BCI 90.2.0 OF cn 11.718 BCI 90-2.0 OF — 11-718 BCI 90-2.0 OF 11-78 BCI 9LL2.0 OF 11-718 BCI 9C-2.0 OF CD Page 3 of 9 Lt a) m m J10 J9 82 , B1 J471J481J49IJ501J51IJ521J53IJ54IJ551J561J571J581J841J99 B4 ' B3 M� co ml oo 'I WI D (n ml 'I �I Loads: DL PreComp - PreComposite Dead Load Results for LC 1, Service Dead ROOF Nov 29, 2018 at 10:35 AM KEY PLAN Yen Residence.rH Page 4 of 9 Rossproject: YEN RESIDENCE by: by sheet#: location: KIRKLAND, WA date: 11/29/2018 Engineering Design client: YEN DESIGN job#: 18141 Inc DECKING MAPS DECKING NOT SHOWN ARE UNIFORM AND LISTED IN THE RISA PRINTOUT SECTION ROOF Deck Type• As Applied Rafter Rccf Page 5 of 9 Page 6 of 9 Company Nov 29, 2018 IIIRISA igner Checked AM ed Job Number Checked By: Model Name Wood Material Properties e.. f'....J.. f`- C.,-A Khi Tha r)-rkff 1 DF#1 is olia's a..j Visuall y Graded Douglas Fir -Larch No.1 1 .3 .3 .035 2 DF#2 Solidsa.. VisuallyGraded Dou las Fir -Larch No.2 1 .3 .3 .035 3 HF#2 Solid Sa.. VisuallyG raded Hem -Fir No.2 1 .3 .3 .035 4 HF STUD SolidSa.. VisuallyGraded 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 I N/A King Beam na 1 .3 .3 .035 8 PARALLAM SCL TrusJOlst 2.OE_DFParallamPSL na 1 .3 .3 1 .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 Solid Sa.. Visually G raded Aspen Select Structure 1 .3 .3 .06 PT 12 Solid Sa.. Visuall G raded As en elect Structure 1 .3 .3 .06 E PT 6x12 Custom N/A PT 6x12 max na 1 .3 1 .3 .035 15 PT 6x16 Custom N/A PT 6x16 max na 1 .3 .3 .035 Custom Wood Properties - n,_;I [:F 11-.1 C„ M.11 rn we.1 F 4rcil FfIR ftcil TvnA CF 1 LVL_PRL 1.5:.. 2.25 1.5 .22 1:95 1500 1005 SCL 2 LVL P RL 2.0... 2.9 1.9 .285 2.75 2000 1340 S C L 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 S C L 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.. 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 isually.. 13 PT 6x12 max .54 .28 .112 .4 1045 380 Visually.. 1 14 PT 6x16 max .525 .28 .112 .4 1045 380 Visually.. Deck General Properties Label M a te dall Tvoe Deck Unbraced ft] MaxSpa 1 _� Rafter Roof Wood Deck .5 in 50 50 Deck Loads Label Two W av Self Wt fksfl S wer DL sf Const DL IksfJ Const LL Iks 1 _ -Rafter Roof - .001 .016 0 1 0 Design Deflection Parameters aie n1 .e i r%-glrz.a ni A i n.fl inl P.H. C.fcnnry nafllinl Ralin 1 GENERAL 360 360 1 240 SL 360 None 360 2 2x4 360 360 240 SL 360 None 360 3 2x6 360 360 240 SL 360 None 360 4 2x8 360 360 240 SL 360 None 360 5 2x10 360 360 240 SL 360 None 360 6 2x12 360 360 240 SL 360 None 360 7 4x10 360 360 240 SL 360 1 None 360 R ISAF loor Version 13.0.1 [C A...\...\...V..\1800\18xxx Yen Residence\Yen Reside nce. rfl] Page 1 PagF 7 of 9: Company Nov 29, 2018 11RISA Designer Checked eAM d Job Number Checked By: ,;rie,ar_IscHtr Model Name Design Deflection Parameters (Continued) Iahal nl naflr nl Rahn I i nnar, I I Rafin m aJ 1 nnfmm n1 41 1 rife......, noflrl..l o role. .., n.an..l n..u.. 8 HEADER 360 360 1 240 SL 360 None 360 9 3xGLULAM 360 360 1 240 SL 360 None 360 10 5x GLU LAM 360 360 1 240 SL 360 None 360 11 '6XGLULAM 360 360 1 240 SL 360 None 360 12 SCL BEAM 360 360 1 240 1 SL 360 None 360 13 SCL FLUS.. 360 360 1 240 1 SL 1 360 None 360 L T R-U S S - 1000 1004 um -a- _ ;1 _ -1-00-G . N one. M 15 1 JOIST 360 480 240 SL 360 None 360 16 EXIST 1000 1000 1000 SL 1000 None 17 14 SCL FL.., 360 360 1 240 SL 360 None 360 14 I J IS 60 480 240 SL 360 None 360 Combinations IAhw Snl Cat Fa rat Fa raf Fa raf Ga rat C-t rat C.nf r.f c-# r.+ c--+ r-+ c--, ,-+ r....i Combination Design I ahal AQIF rn Qa-inn UM DMIal C..W C- 1n/.,...1 %AI- ..4 o... r,....,.,.... WA------ n..�.:.. 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 I Service D +L +S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Bea La tx _ 1 B1 2 132 3 B3 4 B Beam Desl F. imary for Wood: Size 5x11.25FS Explicit NaW<pL_Bendi Np PAR . __ 326 Loc ftl L .623 DeflCheck'_ .225 oc[ft]_ .864 C t -L ShearCh_. .448 J97291 cft LC 2 5x11.25FS No PAR .561 11.179 1 .503 .073 1 L .488 [1).14q 2 5x11.25FS No PAR .635 .396 .91LA.823 DL .433 1 •64 2 ?5xll.875... NO PAR .569 .305 1 .935 .136 DL 349 nQ 1 4 r Wood Produc ... Cis C....1L: 1 _ J9 .. -7JB Yes .867 2.15 -3.878 9.55 .867 .867 .22 .22 2 J10 1-7.. Yes -.862 2.15 -3.851 9.55 .862 .862 .22 .22 3 J59 1-7.. Yes .387 1.675 -.806 4.06 .387 .387 .096 .096 4 J60 -7. Yes .44 1.675 -.918 4.06 .44 .44 .108 .108 5 J61 -7. Yes .44 1.675 -.918 4.06 .44 .44 .108 .108 6 J62 -7. Yes -.928 2.15 -4.032 9.55 .719 .961 .244 .257 7 J63 1 7.. Yes -.959 2.15 -4.308 9.55 .793 .998 .268 .267 8 J64 117. Yes -.959 2.15 -4.308 9.55 .793 .998 .268 .267 9 J65 7. Yes -. 5 2 15 -08. 9.55 .793 .998 .268 _ _ .267 RI oor Version 13.0.1 [C:\... \...\...\...\1800\18xxx Yen Residence\Yen Residence.rfl] Page 2 Page 8 of 9 Company 11RISA Designer Job Number Model Name Nov 29, 2018 10:30 AM Checked By: Beam Design for Wood Produc Ll M Sila Fxnliri Laxfkl \/'fkl I Mmax&-ftl M'rfk-ft axStart Raar. _Max Fnd __ Min Stnrt___Min Fnd 1 J66 1-7/8BCI9..� Yes -.959 2.15 -4.308 -4.308 9.55 9.55 .793 .793 .998 .998 26$ .268 267 .267 11 J67 1-7/8BC19.. Yes -.959 2.15 12 J68 11-7/8BCI9.. Yes -.959 2.15 -4.309 9.55 793 .998 .268 .267 13 J69 1-7/8BC19.. Yes -.959 2.15 -4.31 9.55 .793 .998 .268 .267 14 J70 1-7/8BC19.., Yes -.96 2.15 -4.312 9.55 .793 .998 .268 .267 15 J71 1-7/8BC19.. Yes -.96 2.15 -4.313 9.55 .793 .998 .268 .267 16 J72 1-7/8BC19..1 Yes -.96 2.15 -4.315 9.55 .793 .999 .268 .267 17 J73 11-7/8BC19.. Yes -.96 2.15 -4.316 9.55 .794 .999 .268 .267 18 J74 1-7/8BC19.. Yes -.96 2.15 -4.318 9.55 .794 .999 .268 .267 19 J75 1-7/8BC19.. Yes?--.96 2.15 -4.319 9.55 .794 .999 .269 .267 20 J76 11-7/8BC19.. Yes -.96 2.15 -4.317 9.55 .794 .999 .268 .267 21 J77 11-7/8BC19.. Yes -.96 2.15 -4.315 9.55 .793 .999 .268 .267 22 J78 1-7/8BC19.. Yes -.96 2.15 -4.313 9.55 .793 .998 .268 1 .267 23r J79 11-7/8BC19.. Yes -.959 2.15 -4.311 9.55 .793 .998 .268 .267 24 J80 11-7/8BC19.. Yes -.959 2.15 -4.309 9.55 .793 .998 .268 .267 25 J81 1-7/8BC19.. Yes -.959 2.15 -4.308 9.55 .793 .998 .268 .267 26 J82 11-7/8BC19.. Yes -.959 2.15 -4.308 9.55 .793 .998 .268 .267 27 J83 11-7/8BC19.. Ye -.844 2.15 -3.793 9.55 .698 .878 .239 .238 28 J85 11-7/8BC16.. Ye .178 1.926 -.183 1 4.669 .178 .178 .076 1 .076 29 J86 11-7/8BC16... Ye .18 1.926 -.184 4.669 .18 .18 .077 .077 30 J87 1-7/8BC16.. Ye .18 1.926 -.184 4.669 .18 .18 .077 .077 31 J88 11-7/8BC16.. Ye .18 1.926 -.184 4.669 .18 .18 .077 .077 32 J89 1-7/8BC16.. Ye .18 1.926 -.184 4.669 .18 .18 .077 .077 33 J90 11-7/8BC16.. Ye -.18 1.926 1 -.184 4.669 .18 .18 .077 .077 34r 191 11-7/8BC16.. Ye -.18 1.926 -.184 1 4.669 .18 .18 .077 .077 35 J92 1-7/8BC16.. Ye -.167 1.926 -.158 4.669 .135 .167 .059 .072 36 J93 1-7/8BC16.. Ye .098 1.926 -.054 4.669 .098 .098 .042 .042 37 J94 1-7/8BC16.. Ye -.098 1.926 -.054 4.669 .098 .098 .042 .042 38 J95 1-7/8 BC 1 6.wv Ye -.098 1.926 -.054 1 4.669 .098 .098 .042 .042 39 J96 11-7/8BC16... Ye .098 1 1.926 -.054 4.669 .098 .098 .042 .042 40 J97 11-7/86C16.. Ye -.098 1.926 -.054 4.669 .098 .098 .042 .042 41 J98 1-7/8BC16.. Ye -.097 1.926 -.054 4.669 .097 1 .097 .042 .042 42 J46 1-7/8BC19.. Ye -.002 1.935 0 8.595 .002 .002 .002 .002 43 J47 1-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 44 J48 11-7/8 BCI 9.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 45 J49 11-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 46 J50 11-7/8BC19.. Ye -.002 1.935 0 8.595 .002 .002 .002 .002 47 J51 1-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 48 J52 1-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 49 J53 1-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 50 J54 11-7/8BC19.. Ye .002 1.935 0 1 8.595 .002 .002 .002 .002 51 J55 11-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 52 J56 11-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 53 J57 1-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 54 J58 11-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 55 J84 11-7/8BC19.. Ye .002 1.935 0 8.595 U .002 .002 .002 .002 56 J99 11-7/8BC19.. Ye .002 1.935 0 8.595 .002 .002 .002 .002 57 J100 11-7/8BC19.. Ye 002 1.935 0 8.595 .002 .002 .002 .002 58 J101 11-7/8BC19.. Ye 002 1.935 0 8.595 .002 .002 .002 .002 59 J 102 1-7/8 BC 19... Ye .002 1.935 0 8.595 .002 .002 1 .002 L .002 60 __ J 103 11-7/8 B C 1 9.. Ye .002 1.935 0 8.595 .002 .002 .002 1 ,002 61 J 104 11 -7 /8 BC 1 9.. Ye .002 1.935 1 0 8.595 .002 .002 .002 .002 RI to r ers n 13.0.1 [C:\.. .\.. \...\1800\18xxx Yen Residence\Y Residence.rfl] Page 3 Page 9 of 9, Company IIRISA Designer Job Number Model Name Nov 29, 2018 10:30 AM Checked By: Beam Deli for Wood Produc o i I hel Size Fxnlicit Vmax 1 1 'rkl m xaftl 110 -ft xStartRear.__MaxEnd Min Start___ Min End__. 1-7/8BC19.. 6 J105ill Yes .002 1.935 0 8.595 .002 .002 .002 .002 6 J1061-7/8BC19.. Yes .002 1.935 0 8.595 .002 .002 .002 .002 6 J 107-7/8 BC 1 9.. Yes .002 1.935 0 8.595 .002 .002 .002 .002