20150612114128363.pdfCXT, Inc. (FreestDiv.) Sehwei e S 7-552 OVA) Page 3 of 21
Date: 041/16/15
Seismic Loads (ASC 740)
Schweitzer TW -552
.Apprommate tinulter—lel period — JASCE' 12.4-7
Fmnd—ental period of the stmcture (can be ntlmn m Ta per ASCE 1-2
AS'C'1L 128-2
ASCE 12.8-5 & 12.8-6
ASCE 12.8-3,(- 128-4
ASCE 12.8.3
.CSCE 12.8-1 Sl -r m8h snmv Inud
Overarnung AJ-lenl uid, snu)r load
Shear nidmnt sn,ovI d
Chmrnrnrlug dfn'.11 nithoul Time load
Cat<gory
it
Svc ASCE Table LS- l: Risk Cat<:�ot of Buildings and 011ier Structures.
0.279
Ss
1,671,
Mac Enrdtquakc Ground Motion of 0.2 sx Sprociral Response Accalcration
i SCT lhgnre 22-1
S,
O 75 g
Alex. Earthquake Ground Motion of 1.0 seg S[=trnl Response Acceleration
ASCE/gig— 22-2
Site Class
D
Siw elmsi(ieahon [Usti D if unknown uuloas'urisdiction, or geoladmieal dura determines Sita Class E or F.)
. SC'E 20. f
T,,
16.0 sec
Long PeriM Trnnsilion period
`},.5'C&Agurr 22-:2
Seismic Force
Rcsmhngng S,Aem
A.5
IntcrnrediatL recait shear wails
111-1
R
4.00
Res oust Modification Factor
,4.SCE'7ablx
25
Svstern Over strength Factor
Srn = Z3 Sm,
L 113 g
0.f12
7cicr
Apprommatc luriod pvru
ASCE Table 12.8-2
s
_
075
Approsinum period parmetc,
JASCE Table 12.8-2
)m
90811
}JPJU 1 y) 1'tYl fta/ bad IP ))1,PJ')C1t )CVP) Of SWCn)rC
ID
= C, ° lin` 1 0.10 see
.Apprommate tinulter—lel period — JASCE' 12.4-7
Fmnd—ental period of the stmcture (can be ntlmn m Ta per ASCE 1-2
AS'C'1L 128-2
ASCE 12.8-5 & 12.8-6
ASCE 12.8-3,(- 128-4
ASCE 12.8.3
.CSCE 12.8-1 Sl -r m8h snmv Inud
Overarnung AJ-lenl uid, snu)r load
Shear nidmnt sn,ovI d
Chmrnrnrlug dfn'.11 nithoul Time load
0.10 see
Value k°
= So;/(R)l1
0.279
I�
I
Intc olaed Value
��E
ASCI- 1'obl 11 ! 1 1
�e2yF-
for interpolation
I,j
tntcrpalated Vnluc
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IT62 kip
=
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=C,' W
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= Fa < S,
1.669
Adjusted NICE Spectral Response Acceleration at short periods J,t5CE 11.4-1
�JAS'CE
�S�n-e-s
L" =F." Sr
1.122 g
Adjusted MCE Specual Resp—,e Aecelmlion at I see period 11.4-2
(14CE= Maximnot considxcsl cerihquake)
Srn = Z3 Sm,
L 113 g
Ihsin�.n Spectral Axdezation Paramctan ISC'E 11.4-3
Sol = 2/3 Sm,
0,748 g
Design Spectral Axehcuation Parameters .ASCE I /.4-4
Iv
1
hupo-t—e Factor ASCE Table 1S-2
Stuide i3ulan CntM
D
Based on S
ID
rat,0 iI
Based on So,
D
7nNa t t.az
C;eotechn�el Investigation, Report Required? Ws per ASCE 11.8.2 and 11.8.3, IBC 1803
= C, ° lin` 1 0.10 see
.Apprommate tinulter—lel period — JASCE' 12.4-7
Fmnd—ental period of the stmcture (can be ntlmn m Ta per ASCE 1-2
AS'C'1L 128-2
ASCE 12.8-5 & 12.8-6
ASCE 12.8-3,(- 128-4
ASCE 12.8.3
.CSCE 12.8-1 Sl -r m8h snmv Inud
Overarnung AJ-lenl uid, snu)r load
Shear nidmnt sn,ovI d
Chmrnrnrlug dfn'.11 nithoul Time load
0.10 see
= So;/(R)l1
0.279
0.94
_
1,787
0.278
LOW
63 35 kip
= C, ° W
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=C,' W
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Date: (W/t6/15
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Date: 04/16/15
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Date: 04/ 2 G/ t
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(1,11'recast Div.) Scirivei'tzer IM -552 (VIA) P,,tgc- 16 of 21
Date: 04/M/15
REINFORCEMENT AT OPENINGS
,
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CONNEC PIONS
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Schweitzet SW -552 (W.A)
Date: O4/16/15
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C'X'11"', 'Jfckc% (Pw,ecasi- Div.) SW -552 (W.A) Rage ),3 ot 21
Dale: 04/16/13
RENFORCIFATE.NTAT OPENINGS
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COINNLMONS
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Data: 04/16/15
rA
7"7,
Schweimer SW -552 (WA) Pjge 20 of 2t
Date: 04/16/6
1h..a. 11, ].nc— (I"'rec".ast hvSchrvveft,,zev SWC 5,52 (W}') Pase 21 of
[date: 04116/1,5
Ira: ry^sr h wa itis r SI 52
_ CHFCKSLIDING 4$tSISt'eCl+l.ZE,..
Load A)ustm-1
per IBC: I605-3 lwid COrEablmahons.
8 ldua yr esl. tnnc¢ reit➢a ,^know
P Ifde —1( l V1 e r 75 i Wral
P hde --24T-16 8 > Ib 'y
Ftt to rf antero
FSati!nd Pslide/ V"ind
F sca8mq Psht'talV r m:o
E"swnd 3
Pvcttmin � 3
I sited
1 0 IA V
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..
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[Sward lshdul Vrtvri
_
t'sltiad tl.3
redd
LQ 6 K7l
CHEM Oy1E€2.TUd.LNING tLt:diTFtiT INC't
- Load rvipstmenl per tBU 1605,3 load
fy eaYUuru F dYt trtz^r�c rvdda
.teary
41r noav (.0 W r 7.. " fr Ar) (14 b/?} CJtr-naus
1� 9 d)Z 4:i a -ft
..
l sadd
tat tui n9 sateiy
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u
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rp,selsfflic otrmoo,
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eR
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Un
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Szeoaa
of, revea^^tivbaa
oz. ...,
ran
l<rw..�.�
!r.._.,
._ .�...._._
„ . ...
f t unci
P'¢tcter of Sot fy
_ 4 5e and R31r / Vlsmd _ S -s 4md _ 17I I tt
(seismic
F;� l x�
CHECK BEAlUNG PRESSURE (,'0NDATl0N
:?
---
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------------ � aol t�e�rz��rr?
By observation. if thebrulding Is placed -a properly prepared well drained ,rarwlar;ub-base, the design is suiiieieni for
lateral and veltical loads.
CHECK K IDUCA"CANCY FORCE CONDITION
....__._..._.__..�...__...�_._1247¢ �3q .1
The sc;igPrt of the End )nig esu„eds Ilra 6utryant fame d�ae in h}�drostnlic %n sure eating on the itorizorunl snrfads
of I1w vault, deereforethe design is std*rcienl a3u3nsl hmw¢mcv.
Floor D'sign Istftsunsuionr
1) The •ferenced b"Ildm; is made of food dam :;is'ttu t ri600 psi reinforced to"er'tu.
2} The a cult aysteiu it (misline„ is +esignod to rmmmin infiltration into y. tum :md con L : rrnsidzrtd %,,a(er tight
to a height of 17"
3) Flood Ventilation is available at thro,la ld let cl mcl flood tantilatiun uvc-cding I" per sq, fi, cd floor afro is pm%,ded
no mora than 12" A.P.F.