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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 />
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