HomeMy WebLinkAbout38.2 - Fire Protection Plan (Copy 3)I
CENTRAL SPRINK
GROOVED 90 ELBOW A
CENTRAL SPRINK TO SYSTEM
FLEX
BLE COUPLING
CEN0
ALAR RBELL� j*SEEIR COMPRESSOR
DETAHLRTP' kc -e )R6 SW1lLt1 FOR AIR LINE
i ATiC k MAINTENANCE
CENTRAL MODEL AG
FL X GR. DRY PIPE VA.-------+
AT W/ TRIM ASSMB. CENTRAL
�- �4+1cJCFLaW PREVEninoN FaEVK:E
:JIl11S7
RIP' I✓oii1PRE&-f----�0R
i:)RY FIFE RISER L"�ETAIL
E0094 -D2 SEISMIC
WIRE ROPE/CABLE BRACING _
A71.1. U'ii•I— G
it ii
"A"
LOACIShefa listed
NOTE The RECOMMENDED MAXIMUM ALLOWABLE MOat
Size 12 -Red
per 7YPr5
either
in this table are based on the tower le load either the fastener to
Size 18 - Mite
ROD&GDu%
race i ed
the structural element to which the brace is attached or the brace iinq
blue
Size 36 - Eilve
SPRNrJ.tROKfP,Gt' r
t
Allowable loads used for the fasteners ore based on NFPA-1S according to
,1PrA10cAr�la �S'�n�c�NT
f fill frPti GFF 4c -s
the brace angle and the method of attachment. Allowable loads for me
RECOMMENDED
900 INDUSTRIAL BLVD.
braces are based on their ultimate break strength with o safety factor of
LBS.
7515
NAPLES, Ft A941-7515
1.5 for earthquake loading. This allowable load Is then adjusted to show the
MAXIMUM
ONE : 6 27
TELEPHONE : (813)
TEL
allowable horizontal load when applied to the brace of Ine angles
rzr5�11�r
813)
:
FAXindicated.
maximum
The moximum load then allowed to be applied to the brace and
its fasteners i5 equal to the recommended maximum otlowoble horizonb71
ALLOWABLE
HORIZONTAL
The seismic bracing on this drowing is
designed in accordance with the _
load multiplied by 2.0 for a 30' brace angle. by 1.414 for a 45' brace angle
LOAD
BuBding Code or Stondord 19—Edition
and by 1.156 for a 60' brace ongie. _i
01-115Dr 11051` 57l:rt' 1
SYMBOL BRACED MAX. WEIGHT
TOTAL HORIZ. MAX. BRACEBRACE FASTENER BRACE STRUCTURAL CITY.
LENGTH ELEMENT PIPE
BRACE AliCIE
30'
45'
60'
ON OTY. PIPE BRACE PER
WEIGHT LOAD HORIZ, SIZE MODEL
DESCRIPTION CODE Fl. ATTACHED TO aAueS
PLAN 51 ZE SPACING FOOT
FACTOR LOAD
1.�;.
454
E,?r.
�J
) P5:
Ot S,Dr 1f05r 57 R,r rJ;
O
tiPM
N
O
!L
_ 33 n
95
3
N
/6
,'
M
t�
O
C- X,--
ScrewA. T. Rod
(Length)
Hanger Ring
TNT/F1(-./AL .L HANCvER 1�ETAIL
I �—
n�, �t6cifRE9PoA�Oros�'_lyrr�hl5prirylcrJ7caJr5�`
!t,'D�y1U1.�G DGS,�Id Diil- r-l�q`�
A71.1. U'ii•I— G
it ii
"A"
DP,SF�A'5rD. �F�a 110 I 13
�
per 7YPr5
1
MNrVS SG.i-i ( 0
PIPs 7vPr5
MODEL "C"
4 -WAY BRACES
SPRNrJ.tROKfP,Gt' r
O
,1PrA10cAr�la �S'�n�c�NT
f fill frPti GFF 4c -s
r0i rlOfilhY75PP/h`.C11'P5 /%
-
625'0
5'117.
zrnL c ver s
DP_'1kV0AT 9"51 Or P&T
r Or I olvArj 5PR'jNr11'F5
r17N
.N
rzr5�11�r
PSr.
111500 1105% 5r7r.'iM �-
()-+'H.
DrriAwAT 50.XC4 G0';tirGrt�,V
110/'fj
Pl �
`
P?r5�' PC 55
1 SY
01-115Dr 11051` 57l:rt' 1
t1YD,7 01.r, D[56N 0/17 A
it ii
"A"
1�-E
�
0F56W5rD. No
1
PIPs 7vPr5
MODEL "C"
4 -WAY BRACES
S F} 10
11,1RJ5�S�
O
f fill frPti GFF 4c -s
�j
LIP
-
C
L"01-0.
667)
w1 -800 -321 -LOOS (5667)
FAX : 8T3-643-4556 ft7B93-OT
fp1_�i.O�fi'K7hr ' �-o
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u'i
la' 1 1 �"'
vrN01r/1?1-'1
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vrtvNI91 r PA5ror,;1517
7
r
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v
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<
l.'d521° If05t 51P,�,'J1
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Li?h.
Dt[IAh10.y 50UPGCW1ItZ'w!k::N
19 1�„ l5
1.�;.
454
E,?r.
�J
) P5:
Ot S,Dr 1f05r 57 R,r rJ;
O
tiPM
SEISMIC WIRE ROPE/CABLE BRACING
it ii
"A"
�i-
"
"B"
MODEL
MODEL
2 -WAY BRACES
�I 'I
MODEL "C"
4 -WAY BRACES
�}'�
jr
O
900 INDUSTRIAL BLVD.. P.O. BOX 7515
NAPLES, FL 33941 -5667
�j
LIP
�^
C
L"01-0.
667)
w1 -800 -321 -LOOS (5667)
FAX : 8T3-643-4556 ft7B93-OT
p
T
I
8 V11AYf�N -
4=A
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N T
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Fl��l L,.�V�L F/Je�P+�'47r�Grl4N5Pl'INKI_C�P5Y5Ti�P9
IV 1 Y311 11 011
Wdrs rlaeTea%Odd?
m
5lafic7S P5J ® e=�'
C3
I�c�Idud65 P5J. Lu N'
1=104, 955 orn. co Q,
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mac' Taken Dy Hf P5. V m
2 ZaGi W W o
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ca
Lt
ca
F. S"
Fitc 5cadcc-
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6" ro-.! lydicda' cf�
-Valve ` � � ,LIL.
c w
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N�Q1J = v n
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3
site PLon
No 5cdc
IN iln>
up FaorA &--m4 y�+LS
In5yeclor� 1c�1 Gc fxdron
Ib�
5"pixr Lip
1'ronl'ir�lLvl. --�
�y
,�ronrlrr_d Gorxrclion
0
E�
5
Hydrallicolly Hoot Pcmfe 1,950 Arco
3' RIbER UP FcO IST
{
kill
—PIPE ATTATCNED TO WALL
I' GLOBE VALVE
e
1. 45' ELL—\
1'X1/2' Z BH FINISHED FLOOR
1n• SM007118CRE fArR,fT a
E0. 5.6K
5 WN A
INSPECTOR'S TEST DETAIL
SEGOIIub LFVELFhW PP01 TION SPRINK!-rP 5Y5TI_"M
O Ouick A'caporoc Hrm� (/prigh! 5prinFler k� 155- 3" i�=�s,6
GENERAL N07E5
TH15 SYSTEM HAS BEN PE516NED AND 15 TO BE INSTALLED AND
TESTED IN ACCORDANCE WITH NFPA It 15 AND MASS STATE CODES.
ALL NEW PIPE 2" ANP SMALLER 15 56H. 40 WITH SCREWED FITTIN65.
ALL NEW PIPE 2 1/2" ANP LARGER 15 50H. 10 WITH GROOVED FITTIN65.
OCCUPANCY CLA551FICATION 15 L_16HT HAZARD 200 50. FT.
5UILDIN6 CONSTRUCTON 15 COME5U5TIBLE WOOD BEAM TYPE.
NEW PIPE SIZES ARE 'ER HYDRAULIC CALCULATIONS
oSYMBOL DENOTES HYDFZAUL C REFERENCE -POINT.
nJ-
17�J
0
O
S%I1R
c.
�^
C
—
N
60
.N
Ln
u'i
la' 1 1 �"'
� 1y
1 �' l•f
7
r
Lf1
v
N
Q
11
la IZ li„ t
13 1 la
19 1�„ l5
n •I1-0
24•. — 0
L
O
N
O
N
O
!L
_ 33 n
95
3
N
/6
,'
M
t�
O
0
E�
5
Hydrallicolly Hoot Pcmfe 1,950 Arco
3' RIbER UP FcO IST
{
kill
—PIPE ATTATCNED TO WALL
I' GLOBE VALVE
e
1. 45' ELL—\
1'X1/2' Z BH FINISHED FLOOR
1n• SM007118CRE fArR,fT a
E0. 5.6K
5 WN A
INSPECTOR'S TEST DETAIL
SEGOIIub LFVELFhW PP01 TION SPRINK!-rP 5Y5TI_"M
O Ouick A'caporoc Hrm� (/prigh! 5prinFler k� 155- 3" i�=�s,6
GENERAL N07E5
TH15 SYSTEM HAS BEN PE516NED AND 15 TO BE INSTALLED AND
TESTED IN ACCORDANCE WITH NFPA It 15 AND MASS STATE CODES.
ALL NEW PIPE 2" ANP SMALLER 15 56H. 40 WITH SCREWED FITTIN65.
ALL NEW PIPE 2 1/2" ANP LARGER 15 50H. 10 WITH GROOVED FITTIN65.
OCCUPANCY CLA551FICATION 15 L_16HT HAZARD 200 50. FT.
5UILDIN6 CONSTRUCTON 15 COME5U5TIBLE WOOD BEAM TYPE.
NEW PIPE SIZES ARE 'ER HYDRAULIC CALCULATIONS
oSYMBOL DENOTES HYDFZAUL C REFERENCE -POINT.
3A„,'�
F;
Qi J6 SOUM
Nco M79
DATE 1-4-01
SCALE 1/ '= 1'-O"
DRAWN BY
C.H. i"RATT CO., INC.
P.O. BOX 86
WEYMOUTH, MA.
(151) 821-6485
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Imp
3
3A„,'�
F;
Qi J6 SOUM
Nco M79
DATE 1-4-01
SCALE 1/ '= 1'-O"
DRAWN BY
C.H. i"RATT CO., INC.
P.O. BOX 86
WEYMOUTH, MA.
(151) 821-6485