HomeMy WebLinkAboutSEISMIC BRACING CALCS - 06-00307 - Madison Memorial Hospital - All Season Remodel�r 4
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Phone (208) 442-0007 * (208) 466-0006 * Fax (208) 466-7890
E-MAIL design(ra�shi3asprirkler.com
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Job10060"""0C3L �� �� �� � +� ,��� � � rrI � . �
a r r .�� a{ 021
MaXIMUMS��.
L=ength of Brace
i n g AA a t a ria
Ang
l froom i
mast R f Gyralgacon
SIR vale
M-21EFUR-W
4 0' 0 2,32r, 10
111 Sch,40
_,..� " _Min.
- 0,42 It (11MM
200
Ajlaxjmu�nn Horizontal Load --.2499-lbs. _ ; K .
Fastener Informat3on
a
Fastener Orientation
Maximum Load
NEPA F
Olt
112n. �?2mMj -
�.a
2050 lbs.
�;- ize and Type of Pipe
r
Yoko Cc.,m:v*%ommnts
Tolco Componant
Fig. NumberAdj.'..
Fig. 1000 Clamp I Ar 2 5 lbs, (64 6 Kcr.
. 0 No -Thread &Nivel 19 5 � lb s 8 7 K ,,
*Calculation Based on CONCENTRIC Loading
'Please Note.- T17ese calculations on r for To/co components only -
Use
f .
of any other ccmponents Voids these caculo-['/Ons and the
listing of the assembly.
AssernMy Detail
Tjt FIG
PACE
TID L `O FFt 100-0
FAST CLATAR
II
LAA
BRACT
° Min, From Vertical
Datad #3211
Brace Intro on Plans LATERAL
t 4-aiw--i` Sr -n -c
Load formafion
Total Length
2 75OmmiJ7 Schedule 40
9Y2" 3SmJ Schedule 40 Pie 41 k -_Ll 2...5 ..
I Y4Y30mm Schedule 40 P-
(17,
_..__"L5mmJ Schedule 40 Eipe _.� _ _ _ 88 ft. (26.8Lni
4 400mrn Schedule 10,04 e
--- Percentage added for Fiftinc,�s and Sprinklers
TOt2I Adjustod Load oz ail pin[nfl
4a
-7oi-Brace Vers -W5.1.49)
4 0 ft. 0 22m
15%
Lateral
Tctal Ca�'culated L.oad
44 fbs. (2GKa.
74 lbs. (34,Ko.
Kgj
._
90lbs.(41K(7.,)
23616s. 1 D 7Kc7,��
791bs.35.95h'gj,, J
6 0 Ib s. (2 76xa.
culathDAIS
7
r
iv 'N M"MORIAL HOSPI
3�fl Eris I MAIN S i .Job #1006020
Brace i f i lLAI zR A L
Br-
Iype (Per NFPA#1 3)
_ Ty
5
Spacing '� � Bracich .� R ?
1 l�� ,
Orientation. o- Brace
B M a t eri 21 1 " Sch.40
Ler g h. c B .r.
(2m)
St .r a rn � Ratio used nor Load � � � � �� � � 200
Tr ngl race for I l ti 'n �-
Type of Fastener /2n. 1Ire. Bolt
Length of Fastener N/A I n.
Length of F 2 strener NIA.
-nary within Zone of IrrI ne
-P
inch Sty. 10 4 101i~e e t(12 m
2 inch S. 40 17 Feet r r
2 inch S. Feed I 2m)
4 in h. 40 58 I` )
1 'Inch Sch. 40
88 Feet (27m)
-.11nfor Heads and Fitting. 0.15%
nii ons
. _ Total Adjusted Load of Pipe in Zone of influence
Material gat 2498-96836"'0506
Fastener C2paclty
Fig. 1.000 Clamp 2050 lbs.(930Kg.)
195,7-, lbs.(887Kg.)
Structural r:STEEL c:AM OR JOIST*
Calculaticns nrepared y N. ANDERSON
*The description of the Structural Member r s for nformaflonal purposes only,
Too -Brace software calculates the brace. assambl,y Only, not the structure it is attached to.
Calculated with To[ -Brace 0--1
-VISR us at ,WWW1GI - M
a Im
�-,
�f rye.
7 2
lbs.(11 :�4Kg.}
1
.I J
r --
e) S I t, 11 0. --r) --�,
- la
AdaresQ.
!17 1 ON 11/1 A J,4 LX H () SPS
4 50 EA S T MA 111 a
REXBURG IDAHO
job i U 'Lions based on 2030 � . i h l, #13 wit TIA 1012
P41 a Spacing
-�.engtmh Of E-?-aca
N
i'Anm�--9 from Vertflca�
Least gado or'Gyrarfiwo
Maximum Hor . � Loyd
.� off- 0 f
--- -+ -- -
Sch.
4,5 ” Min.
11
X00
- ( i--�2499 lbs. ,4K1134-
a e 4 In-formation
Fastener Orientation
Type
Diameter
Length
Maximum Load
NFPA Typg Lj
Bolt
NIA.
2050 Lb93aiCq: j
S�aze and Type of Pipe
rf
.1Schedule
. r.
,�:
�r
„-a
i
Brace Com- onants
a oleo Ccrnpcnant Flig. Number timd Load
Fig. 4A ClampI -/Tf 2 5 1b s. (6 4 6 Kgj
FJ9--,9G9 NO -Thread Swivel'
1955 lbs, (88 7 Kg.)
'Calcuiation Based on CONE WT I Loading
*Please ate: These calculations are for To/co. componelrl.ts only,
Use cfan1/ ether c o mpon Ev is k
listing of t e assembiy.
Assembly
tD LC $ FIG. 909
NO -THREAD I L-
8a VAY BRACE ATTACH tv]E
T.
STEE-U PIPE
LATERAL
SPACE
T LCO FIG. 4A
PIPE CLAMP FOR
SVVAY BRAC �.
LIPJ
° Min. From Vertical
Detail 41211
Brace Iia Plans LONGITUDWAL
Orientation ofBrace Longitudinal
Totai' Length
80 ft. (24.4m
JpnRFCleis %
-- F
Totai Adjusted Load of all pipo wgthin Zone of Influence
� � 01-aface Ver3l0fl 5.1.491
Totai Calculated Load
471 Ids. (214K7,
71 lbs. (32.06Ka.
542 lbs. t240'fCa.
MA,L)ISON M"EN51"ORLAI
9:� -.I-
4 5 0 BAST ?V1A.1�I S?
Sr, r 24 c Slff I d e n t1fi eC, a b a n
Bra,ce Type (PeN�PA#13)
Spacing t Birace
Orleyi Li n of 13race
Bracing Material
L.=.ng'Lh oBrace
Slenderness R�i used 'r Lcad
T rue Angle of3racad. for Calculation
Type of qtr
L�nh o'l Fadst n r
Le,ngth c)T" 11::aastener
4 inch Sch. 10
J , "'l 006020
r r� ' ' k, `� n Zone of influence
AlHowance for Heads end Fi+,.-tings
Cor.clusions
Tot2l Adjusted Load cfPipe in bane o. Influence
M2terl2l Capacity
Fastener Capacity
Fig.4A Clamp
Fig -909 Na -Thread Swivel
;Structural Member-, STE
CaJculations pren2red by N. ANDERS("DON
LOQ ITU 011 NAL
N 7
'PA Type 13
--8-0 Ft.(24m)
Lor.gitudj;n,,-,11
I a" Sch .40
?Ft. i2m)
200
4
I n. (1 In. To
N/A I n .
/
(24m)
542 Jbs.(24GKg,)
Z-498.9683660506
2050 Ibs_1930Kg.}
1425 lbs.(646Kg,)
1955 1bs.(887Kg-)
FL BEAM OR JOIST*
*The description of the tar tural Member is for informational purpose Gn[ .
Tol-Brace software caiculates the brace 3sernb]y only, not ohne structure it is attached to.
Calculated with ToI-Brace 5A
visk ii -E at WM/W r0E .com
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Y y�
2 ,-� f 2
lbs. " 1 34K.g.