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Structur.21 Calculations Cover Sheet <br />Project 'Number: <br />2,020-136 <br />Date- December 22, 2020 <br />Project Nanie: <br />said <br />Architect: <br />Structural Design For: StructLiral design for a <br />remodel af an w-xisting residence <br />Construction Type: <br />Conventlonal N,,,vood ffinnicd construction. <br />CODES <br />201 '17, International <br />Building Code 11BC) <br />I N DS <br />�WAI 511 <br />4, <br />LOADS <br />Floor Live Load <br />40 psf <br />Dead Loads <br />As required <br />Roof snov,, Load <br />25 p s f <br />Material Desicrn Values <br />Soils ("FISSUM10d) <br />Nlffinirnum 1.500 psf a[lo,,ved locaring (sul:�Ject to -field verification) <br />Conerete <br />I c=2.500 nst, 5-1/2 sack mix. or alternate mix pre -approved by bldg. clept. <br />Rei.n.Forcim, <br />Grade 60,Fy=60.000 psi <br />Sm-n Lumber <br />Joists, Rafters: DF and better <br />Beams: 4x- DF-1 ? <br />6xDLL.`) <br />Posts: Hem -Fir standard <br />Studs & Plates. Hem -Fir Standa-d <br />Giu-Larn Bea nis <br />24F-N4, -For simple span beams. 24F-V8 for cantilevered learns <br />Parallarn Scams <br />2.0E PSL, Fb=-7.900 psi. F,,­`90 psi. E=22,0110,,6 PS; (1-11ilUMLIM) <br />Microllarn Bearns <br />1.9E LVL. FIL)=2.600 psi, Fv=285 psi. E=1.9*10'6 psi (minimum) <br />Anchor Bolts <br />F I 55-t Anchor Bolts, A3 0,7 offi_­r bolts <br />3oahn S. ApoHas, P. E. <br />CSES, Inc. <br />Job number: 2020.106 <br />Consulting Structural <br />project; <br />Scid <br />Date: 22-Dec-20, <br />Engineering Services, Inc. <br />Architect: <br />Pace number: <br />. . <br />JOHN SAPOLISPE. <br />gq <br />�'Al (Connibhned <br />Axial and Nlouneint <br />Loading) <br />, <br />2015 Bundling Code JBQ <br />2015 ND S <br />6311 17th Avenue NE <br />Beam Deseripfic,.n: <br />J <br />SEATTLE, WA 98115 <br />Entor'l'for wind load: <br />(206) 527 1288 <br />Earlter'1 <br />root rerletitive mern be.-: <br />ET1tQ C COC WW INSC: <br />email: <br />john@cses-eng�neering.com <br />Height <br />0 <br />-v(d) 0 ptr <br />13 41 1 bs <br />ptF <br />�uckeyjo@cocast.net <br />m <br />Jt <br />(drafting) <br />Fb 1 <br />2400 psi <br />F b(d)' <br />2400 psi <br />Fb2 <br />2400 psi <br />F'b(b-)' <br />2400 psi <br />F, C <br />2500 psi <br />FV <br />730 nSi <br />r <br />E <br />1.8 1 0'*,6-,si <br />El <br />1.8 n I 016psi <br />SEID ABYOT ADDED <br />Enn in <br />M15 I 0`6psi <br />Eniin' <br />0.915 x I 016psi <br />BEDROOMS PROJEC <br />i 1klem, ber. <br />3.5 X 3.5 <br />ST SE <br />EVERET714 88THT, WA 98208 <br />DF4��" <br />try d <br />Member properties: <br />VaHables: <br />Se�Ctkm Nlodidus (d): <br />7.1 jn'3 <br />Rb(d) <br />5.75 <br />DATE <br />Section �Moduhls (b): <br />7.1 in^3 <br />fzb(L,') <br />Section Area: <br />12.3 i n `2 <br />C <br />O.S <br />Member st;-c,,ses: <br />Provided <br />Required <br />FcE(dl) <br />790 psi <br />rc 5r- psi <br />Z3\ <br />FcE(b) <br />6.3 9 8 1 psi > <br />rc 5S-1 psi <br />8 3, psi <br />0 psi <br />FbE <br />3 bj^3 psi <br />G I, s i <br />Sending and A%i,fl Compression Check: <br />N DS 2010 EQ _33.9-3 <br />0.64 <br />< <br />r "A <br />CONNSULI'ING ST'IRUCT'URAL ENGINEERING SEEIMICES, INC. <br />0311 l7th Avenue NE, Searle WA 9811.5 (206) 52'7-128S j4", <br />Struzwral En-incerin- Consulting and Design <br />t <br />t <br />14 <br />C, <br />John S. Apolls, P.E. CSES. 1-n1c. Rob nurnber: 202 0. 106 <br />Project. seal Date: 2.2 - 1) e c - 2 0 <br />Architect: Page number: <br />REAM DESIGN if Uniform Load,+Concent'-rated Load) <br />201-5) ]Inaernaflo=d Building Code (IBC) 2015, :"ADS <br />Beam Description, L,61V?-)'�C <br />Fishy S U p P 0 rteLk F I I Snow Load: 1 Wind <br />P.-r. Lunibcr: Wet Use: <br />Geometni! and Li2ds: <br />snaw 24 f *Fributary Width: 4. 5 ft P@x > (L-x)=1 <br />,Add'i uniform DU h DL unit ioad: I 'IN psf Concemratcd DL: <br />Add'] unifbmi LL: LL unit lead: Concentrated LL: <br />Addl uniforni SL: SL unit load: 2� �sf Concentrated SL: <br />Add1uniform WL: WL unit ioid: Concentrated WL: <br />DL Rea c o; i I: 2784 lbs DL Reaction 2: 2784 lbs mote: D-esign itUt0111Rt9Cai1V USUS <br />LL Poaction 1: 0 1 bs LL Reaetiov 2: 0 R bs load conibinaims <br />St." F,,,eaction 1: 4 3 50 1 bs SL Reaction 2: 43 5 0 lb <br />1AIL Reaction 1: 0 1 b s WL Reaction 2: 0 lbs <br />lotat Reaction 1: i 134 lbs Total Reaction 2: 7134 lbs <br />E Ls nisi El 1.9 n1si <br />Fb 2400 -)si Fb' 2693 nsi <br />Fv 2 () 5 Psi Ft-1 1105 psi <br />Fe perp 650 psi Fc her p' 6 _5 () psi <br />Ellin (1,95 rnsi Eanin' 0.95 f-,Isi <br />Deflecdon analvsis: <br />For total load: .Bowed deflection criteria, span/ 2140 <br />For Lt. onilv: Allowed deflection criteria,span/ 360 <br />,Max. attowed total dcfi: 1.2 ift in iMax LL dcfl: 0.8 41 <br />'Forat defl. 1: _2465.5 ReqLiired 1: 2,M5 in"', <br />LL al C fl. I r 1503.4 Required 1: 1,879 in,4 <br />A,CtLM.1 deHectlons: lrO"AL.: 1. 140 inches 0.695 inches <br />Foa-cce annivsk: <br />110ax. moment: 42804 R - lb Max Shoar: 7134 lbs <br />Iselected %lieniber: (1) GLB 3.5 X <br />M N Provided: Requi%d: <br />ennbLr properties: <br />!%lonlent of inertia: 1162.7 Gn'4 2,054.6 in'-4 <br />Section, ikloduius: 221.S in'13 190.6 i i v'_', <br />Section Area: 68.3 ill" 3 5. 1 i;112 <br />Bea-Hn­ Area: I Lo in'", <br />%Mirfinnum bQ;,Lrin- d1111011SIOnS: X 3.1 inches <br />Q <br />L <br />617 A <br />r <br />q <br />Project N10, 2 42' D ci <br />te <br />CONS UITING STRUCT URAL ENGINETRING SERVICES I <br />Residential and Cornmercial Structural Design Project Name <br />63 11 2 7th Avenue NE, Seattle, WA981 15 comments <br />Phcln: (206),527-128,14 Email: <br />Revisfon Page <br />I. DE&GN BY: <br />APOLIS <br />DESiGNED BY: <br />APOLIS <br />DRAWN BY: <br />ARETE' <br />CHECKED BY: <br />APOUS <br />1 <br />SHEET TFLE <br />xl I f <br />I M07 <br />