HomeMy WebLinkAbout38.2 - Fire Protection Plan (Copy 4)CENTRAL SPRINK $
GROOVED 90 ELBOW 4 -
CENTRAL SPRINK TO SYSTEM
FLEX
IBLE COUPLING
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ALARM BELL\ *SEE AIR COMPRESSOR
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SCHEMATIC k MAINTENANCE
CENTRAL MODEL AG
FL. X OR. DRY PIPE VA.-�__
W/ TRIM ASSMB. CENTRAL
gAc!(�LoW PREVEr�ifioN 1�vlcE 7
A►R Cat11PRE OR
I- )RY FIFE RISER L� TAIL
E0894-02 SEISMIC
WIRE ROPE/CABLE BRACING
t
Size 12 -Red
Size 18 - Mite
i
I . B"
NOTE The RECOMMENDED MAXIMUM ALLOWABLE HORIZONTAL LOA Nosed
either the (oster to
the tower allowable load ofeitherf0m
1111 IILII�IIf_711�111 Ill>Ii{.I�J�_x111U111 LfU_11 z
in this table are based on
the structural element to which the brace Is attached or the brace itself.
Size 36 - Blue
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Anawable foods used fa the fasteners are based on NFPA-13 according to
t the
the brace angle and the method of attachment. Allowable loads ar
RECOMMENDED
RECOMME
900 INDUSTRIAL BLVD. _
reale
- Oroces are based on. Char attimote brook strength with o solely (actor of
LBS.
NAPLES, fl 33941-7515
6
TELEPHONE (613) 7515 27
TEL
1.5 for earthquake loading. This allowable load Is then odpsted to show the
moximum cllowohle horizontal load when applied to the brace at lee angles
MAXIMl1M
: 613-64813)
FAXindicated.
The maximum load then allowed to be applied to the brace and
its fasteners is equal to the recommended maximum allowable horizontal
ALLOWABLE
HORIZONTAL
The bracing on thisdrowinq is
seismic
designed in accordance with the
food multiplied by 2.0 for 30' brace angle. by 1.414 (oro 45' Droce angle
LOAD
Building Code or Stondo,d 19_£dltion
and by 1.156 for o 60' brace angle. _�
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SYMBOL BRACED MAX. WEIGHT
TOTAL HORIZ. MAX.ENER LBRACE ENGTH S EIEM NRAI PIPEBRACE
ANGLE
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WEIGHT LOAD ION CODE Ft. ATTACH°D TO aPLAN
FACTOR =A
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MODEL "C" _
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900 INDUSTRIAL BLVD.. P.O. BO% 7515
Z NAPLES, FL J3941 613-60J-5607
(5667)
FA% 813-64S-4556 EoErg3-DT
INSPECTOR'S TEST
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FINISHED FEW
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INSPECTOR'S TEST
DETAIL
_SECOND jXVELFjREYT.'OTI"GT10N51'PINK!_CRSYSTI_"M
SGAI.t %ti' ' I'-l7n
O DurcFic'e9�roc Brm� C/prighl 5prinFlcr i lead l'Y�- �" K='�+
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FIE'�l LEVEL FIREPRO7rfC10NSPP1NK1_ffSY5Tt1,1 -
SGrU.f Yy -1' O"
p OuitkRESPoMen'r,n�(lpriol5prin'/Cf//ccdl°n'SGENERAL NOTES
THIS SYSTEM HAS BEEN DE5I6NED AND 15 TO BE INSTALLED AND
TESTED IN ACCORDANCE WITH NFPA 0 15 AND MASS STATE CODES.
ALL NEW PIPE 2" AND SMALLER 15 SCH. 40 WITH SCREAED FITTINGS.
_ n ALL NEW PIPE 2 1/2• AND LARGER 15 51 10 WITH GROOVED FITTINGS.
OCCUPANCY CLA551FICATION 15 1.I6HT HAZARD 200 50. FT.
C BUILDING CONSTRUCTION IS COMEIUSTIBLE WOOD BEAM TYPE.
NEW PIPE SIZES ARE PER HYDRAt/LIC CALCULATIONS
OSYMBOL DEgoLETS HrD AVLO REFERENCE - POINT.
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DATE 1-4-0I
SCALE I I' -On
DRAWN BY
C.H. PRATT GO., IP
P.Q. BOX 56
WEYMOUTH, MA.
(981) 621-6485
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