12-1332-008CEILING PLAN -FIRE PROTECTION
SCALE: 1/4" = 11-0"
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SPRINKLER HEAD SCHEDULE
COMMERCIAL HEADS
- -0 VIKING QUICK RESPONSE CONCELAED HEAD VK462
N 155' F, 5.6 K, 1/2° NPT. FINISH TO BE SELECTED BY ARCH.
N
EXISTING STANDARD COVERAGE PENDENT SPRINKLER HEAD
TO BE REMOVED. PROVIDE NEW ARMOVER AS SHOWN
AND RELOCATE. INSTALL NEW SPRINKLER HEAD AS
SPECD ABOVE.
{�} TIE INTO EXISTING
NEW CEILING
RELOCATED
FIRE SPRINKLER HEAD.
*ARli
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EXISTING BRANCHLNE
EXISTING 1' NIPPLE
I NEW 1' ELBOW
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L��77-1�j
Ir'ltil
Lk"--EXISTING PENDANT FIRE
SPRINKLER HEAD TO BE
REMOVED.
*ARMOVER GREATER THAN 24" IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
RELOCATION DETAIL
N.T.S.
1.L-11 " e _-
FIRE SPRINKLER HEAD.
— EXISTING BRANCHLINE
NEW 1' ELBOW (TYP.) EXISTING 1' NIPPLE
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ISTING PENDANT FIRE
SPRINKLER HEAD TO BE
REMOVED.
*ARMOVER GREATER THAN 24' IN
LENGTH SHALL BE SUPPORTED BY
A HANGER.
f—NEW CEILING
NEW CHROME PENDENT
FIRE SPRINKLER HEAD.
RELOCATION DETAIL
N.T.S.
FIRE PROTECTION SYSTEM
1. EXISTING FIRE SPRINKLER SYSTEM SHALL BE revised and
adjusted to provide a fully automatic wet pipe sprinkler
system, providing 100% coverage of oil office areas. System
shall match existing. System shall be designed and installed
as per latest NFPA 13 manual, for Light Hazard Occupancies.
2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY to obtain
approval of sprinkler shop drawings from building's
insurance carrier, the fire marshall, and all local
authorities having jurisdiction. It shall be the
contractor's responsibility to verify sufficient water
flow and pressure available to the system. Contractor to provide
shop drawings and hydraulic calculations signed and sealed by
an engineer registered in the State of Florida,
3. CONTRACTOR SHALL VISIT job site prior to bidding.
4. SPRINKLER HEADS (U.L USTED): Shall match building standard
in type and quality.
5. ADJUST ALL EXISTING SPRINKLER HEAD DROPS as required by new
heads layout.
6. PROVIDE SHOP DRAWINGS signed and sealed by a registered engineer in the
State of Florida.
16
AFAE .4.
(16395)
COMPONENTS
1.
DROP —IN ANCHOR
2.
SPRING CLIP CEILING
2 -1/2 TO 3
PLATE (OPTIONAL)
3.
HANGER ROD
4.
ADJUSTABLE HANGER
14 THRU 16
RING
HANGER DETAIL
HANGER ROD SCHEDULE
PIPE SIZE
(inch)
ROD SIZE
(dia.) (inch)
UP TO 2
3/8
2 -1/2 TO 3
1/2
4 THRU 6
5/8
6 THRU 12
7/8
14 THRU 16
1
HANGER SPAN SCHEDULE
DIAMETER SPAN Feet
(inch) STEEL PIPE CPVC PIPE
3/4 7.0 5.5
1 7.0 6.0
1 -1/4 7.0 6.5
1 -1/2 9.0 7.0
2 10.0 8.0
2 -1/2 11.0 9.0
3 12.0 10.0
in in -1101 I n1 DV
RPJ, Inc.
`. N_ rtAPA@dCAU6eChiCe1 COnstildrt� Ertdneers�
STATE OF FL CO, No. (00006513) P. E. N0. (18395) s
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4977 S.W. 74th COURT_
MIAMI, FL. 33155°
PHONE: (305) 666 -2131 FAX: (305) 666 -0131
E —Mat rpj&pjnep.com
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UPSTAIRS STUDIO
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Maricarmen Martinez,
3341 Midway Street
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Tel 305 447 -1907 Fax 305 -1906
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email: info uupstairsstuioarchitecture.com
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