06-781-023SHOP C)RAWINGS NOTE:
CONTRACTOR SHALL SUBMIT I COPIES OF FIRE SPRINKLER SHOP DRAWINGS
COORDINATED WITH THE ELECTRICAL 4 A/C CONTRACTORS' SHOP DRAWINGS
TO THE ENG=INEER FOR REVIEW 4 APPROVAL PRIOR TO SUBMITTAL FOR PERMIT
TO MIAMI -DADE COUNTY FIRE DEPT. SHOP DRAWINGS AND ANY CALCULATIONS
SHALL BE SIGNED 4 SEALED BY A FLORIDA LICENSED ENGINEER, AND MUST
5E SUBMITTED FOR FINAL APPROVAL TO THE MALL FACILITIES DIRECTOR.
SPRINKLER SPECIFICATION
1. ADHERE TO THE BASE BUILDING SPECIFICATIONS AND DRAWINGS.
2. EXAMINE THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF ALL
OTHER TRADES AND FIELD VERIFY THE LOCATION OF ALL LIGHTING
FIXTURES, DIFFUSERS, EXISTING SPRINKLER HEADS AND OTHER
EQUIPMENT THAT AFFECTS THIS WORK.
3. VISIT AND CAREFULLY EXAMINE THE EXISTING SPACE SO AS TO
BECOME FAMILAR WITH EXISTING CONDITIONS AND DIFFICULTIES.
SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT
SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR
LABOR, EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES
ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN
EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED.
4. BASE ALL LABOR PRICING ON REGULAR TIME (NON- PREMIUM TIME).
HOWEVER, ALL CONNECTION SCHEDULING MUST BE APPROVED BY THE
BUILDING'S MANAGEMENT PRIOR TO INTERRUPTION OF ANY BUILDING'S
SERVICES. SUBMIT ADDITIONAL COST FOR EVALUATION TO MAKE EACH
NEW CONNECTION ON PREMIUM TIME.
5. PRIOR TO INSTALLING OR SUBMITTING FOR APPROVAL ANY PORTION OF
THIS WORK, COORDINATE THIS WORK WITH ALL OTHER TRADES AND
AFFIX INDICATION OF THIS COORDINATION TO EACH SHOP DRAWING
SUBMITTED FOR APPROVAL.
6. REMOVE AND RELOCATE EXISTING SPRINKLER HEADS AND PIPING AS
INDICATED ON SPRINKLER PLANS.
7. FOR EXACT LOCATION OF SPRINKLER HEADS, REFER TO ARCHITECT'S
REFLECTED CEILING PLANS.
8. SPRINKLER HEADS INSTALLED IN HUNG CEILING WILL BE POSITIONED
AS FOLLOWS:
LOCATED WITHIN A TOLERANCE OF ± !�2 INCH
OF THE CENTERLINE OF THE TILES.
9. INSTALL SPRINKLER HEADS TIGHT TO BOTTOM OF HUNG CEILING,
WITH CARE THAT THE FINISH IS NOT DAMAGED.
10. CUT AND CONNECT NEW SPRINKLER HEADS TO EXISTING PIPING.
ADJUST SPRINKLER PIPE SIZES WHERE REQUIRED.
11. CONFORM TO THE FOLLOWING APPLICABLE CODE WHICH COVERS THE
REQUIREMENTS FOR THIS PROJECTS LOCATION:
-FLORIDA BUILDING CODE AND N.F.P.A. 13 (APPLICABLE ISSUE)
12. ALL NEW SPRINKLER BRANCH LINES TO BE 1" UNLESS OTHERWISE
NOTED.
13. ALL NEW SPRINKLER BRANCH LINES EXCEEDING 6 FEET IN LENGTH TO
BE PROVIDED WITH HANGERS.
14. ALL NEW PIPING TO MATCH EXISTING.
15. ALL FITTINGS TO BE CAST MALLEABLE IRON THREADED OR VICTAULIC
GROVED.
16. ONLY SHOULDER NIPPLES WILL BE USED. CLOSE NIPPLES WILL NOT BE
ACCEPTABLE. ADJUST SPRINKLER HEAD TO THE NEW CEILING HEIGHT.
17. WHEN CONCEALED TYPE SPRINKLER HEADS ARE USED, THE COVER
PLATES WILL BE FLUSH WITH THE CEILING PLANE TO LIMIT SHADOW
EFFECT. TOLERANCE GREATER THAN ± 1/8 INCH ARE UNACCEPTABLE.
18. USE LIGHT HAZARD SIZING AND SPACING.
19. ARRANGE THE PERMANENT INSTALLATION OF PIPING SO THAT ALL OR
ANY PART OF THE WORK CAN BE COMPLETELY DRAINED. PIPING TO BE
PITCHED SO AS TO DRAIN THE MAIN DRAIN OR AUXILIARY DRAIN.
20. WHEN THE INSTALLATION -OF A FLOOR HAS BEEN COMPLETED, TEST IT
INDEPENDENTLY OF THE "REST OF THE BUILDING.
21. THE SPRINKLER SYSTEM WILL BE HYDROSTATICALLY TESTED UNDER A
MINIMUM PRESSURE OF 200 PSI FOR TWO HOURS.
22. DURING THE TEST PERIOD, THE - SPRINKLER SYSTEM WILL NOT BE
CONNECTED TO THE DOMESTIC WATt*= WSTEM OF THE BUILDING.
23. REPLACE WORK FOUND DEFECTIVE OR REPAIR IF SO DIRECTED. AFTER
REPLACEMENT OR REPAIR, TEST WORK AGAIN AS SPECIFIED. REPEAT
UNTIL SATISFACTORY.
24. AFTER TEST IS COMPLETED, FLUSH ALL PIPING AT THE FLOW RATE
DESIGNATED IN N.F.P.A. 13. FLUSH PIPING USING SUFFICIENT, WATER
TO PRODUCE A MINIMUM WATER VELOCITY OF 2.5 FEET PER SECOND
THROUGH PIPING BEING FLUSHED. CONTINUE UNTIL DISCHARGE WATER
SHOWS NO DISCOLORATION. DRAIN AT LOW POINTS. AFTER FLUSHING
AND CLEANING, PREPARE SYSTEM FOR SERVICE BY IMMEDIATELY FILL-
ING PIPING.
25. SUBMIT COMPLETE HYDRAULIC CALCULATIONS FOR EACH SYSTEM ON
ALL FLOORS.
26. USE THE FOLLOWING GENERAL DESIGN DENSITY CRITERIA:
- LIGHT HAZARD: .10 GPM AT 1500 SQ. FT.
HANGER ROD SCHEDULE
PIPE SIZE ROD SIZE PIPE SIZE ROD SIZE
UP TO 4' 3/8' DIA. 10' AND 12' 5/8' DIA.
5', 6' & 8' 1/2' DIA.
STRUCTURE-/ /-1' NIPPLE i- NENCH
1' ELBOW
SHELL
ASSEMBLY
FINISHED CEILING
V NIPPLE
z
1' NPT. FEMALE
COUPLING REDUCER
SPRINKLER HEAD
CEILING COVER PLATE
CONCEALED PENDANT HEAD
BRANCHLINE CONNECTION
HANGER
SPAN SCHEDULE
SYM
QNT
STEEL PIPE
COVERAGE j
DIA•, IN,
SPAN, FT(M)
DIA•, IN,
SPAN, FT(M)
1
12(3.7)
4
15(4.6)
1 1/4
12(3.7)
5
15(4.6)
1 1/2
15(4,6)
6
15(4.6)
2
15(4.6)
8
15(4.6)
2 1/2
15(4,6)
10
20(6.0)
3
15(4.6)
12
20(6.0)
EXISTING SPRINKLER TO BE REMOVED
BLAZE MASTER
NOMINAL
( *) COORDINATE 'FIN'FSH WITH ARC}I•ITECT
�J
DIA,, IN.
SPAN, FT(M)
DROP TEE FT(M)
DROP ELBOW IN•(MM)
3/4
5.5(1.7)
3(0.91)
6(152)
1
6.0(1.8)
4(1.22)
9(229)
1 1/4
6.5(2.0)
5(1.52)
12(305)
1 1/2
7.0(2.1)
7,0(2,1)
12(305)
2
8.0(2.4)
7.0(2.1)
12(305)
2 112
9.0(2.7)
7.0(2.1)
12(305)
3
10(3.0)
7,0(2,1)
12(305)
STRUCTURE-/ /-1' NIPPLE i- NENCH
1' ELBOW
SHELL
ASSEMBLY
FINISHED CEILING
V NIPPLE
z
1' NPT. FEMALE
COUPLING REDUCER
SPRINKLER HEAD
CEILING COVER PLATE
CONCEALED PENDANT HEAD
BRANCHLINE CONNECTION
6
ROD COUPLIN(
ALL THREAD I
HANGER RING
WTOP BEAM/C CLAMP
ALL THREAD ROD
PIPE RING
FOR STEEL BAR JOIST
R (POWER STUD)
FOR CONCRETE CEILING
i
HANGER DETAILS.
N.T.S. i
I
I
APPROVED FOR
B04LDING PERMITTING PURPOSES
BY MIAWDADE COUNTY FIRE DEPARTMENT
FIRE PROTECTION CONTRACTOR'S
WORKING PLAN AS PER NFPA 13
SHALL BE SUBMITTED FOR APPROVAL
TO MIAMI -DADE FIRE DEPARTMENT
BEFORE ANY FIRE PROTECTION SYSTEM
IS INSTALLED OR REMODELED
NEW UPRIGHT HEAD
TO BE WITHIN 12' 1' X 1/2' REDUCER
FROM SLAB
1/2' SCH. 80 NIPPLE NEW V SPRIG UP
EXISTING BRANCH LINE ---- 1/2' X 1' INCREASER
SPRIG UP SPRINKLER DETAIL
N.T.S.
EXISTING BRANCH L
NEW FINISHED CLG,
NEW 1 -1/2' ARM OVER & DROP
PENDANT SPRINKLER HEAD
ARMOVER SPRINKLER DETAIL
N.T.S.
G`oysiff'a
' "t e�
CAJ1142
1 & 2 Hour Fire Rated
Through Penetration Firestop for
Single Metal Pipe through
Concrete floors or walls using
FYRE -SIL or FYRE -SIL S/L
F- rating = 1 & 2 Hr.
T- rating = 0 Hr.
Floor or Wall assembly = 4 Y, " thick concrete
® • Steel Pipe - 4" diam.(or smaller) Sch. 40 (or heavier) steel.
-Annular space is max. 3/4"
® A) 3y2" thick mineral wool (min,- 4.0 pcf), friction fitted.
B) 1" thickness of FYRE -Sll, or FYRE -SIL S/L (floors only)
FIRE RATED PIPE PENETRATION DETAIL
N.T.S.
FIRE SPRINKLER PLAN
SCALE : 1/4"=V-011
I
ti
• 9 ,
REVISIONS I No.
201 oo n.e. z1 avenue
FIRE SPRINKLER HEAD
SCHEDULE
SYM
QNT
NAME
COVERAGE j
METAL
I TEMP
I K
JNPT
IMFG. I
MODEL & SIN #
I ESCUT.
COAT ( *)
CONN.
(D
-
CONCEALED
QUICK RESP¢ , .,-
BRASS
1 165•
1 4.2
1/2"
IVIKING I
MIRAGE B -2 VK4io
I WHITE
I WHITE
ITHREAD
e
EXISTING SPRINKLER TO REMAIN =
o�
•Q
181_
EXISTING SPRINKLER TO BE REMOVED
c
W
( *) COORDINATE 'FIN'FSH WITH ARC}I•ITECT
�J
Vm
6
ROD COUPLIN(
ALL THREAD I
HANGER RING
WTOP BEAM/C CLAMP
ALL THREAD ROD
PIPE RING
FOR STEEL BAR JOIST
R (POWER STUD)
FOR CONCRETE CEILING
i
HANGER DETAILS.
N.T.S. i
I
I
APPROVED FOR
B04LDING PERMITTING PURPOSES
BY MIAWDADE COUNTY FIRE DEPARTMENT
FIRE PROTECTION CONTRACTOR'S
WORKING PLAN AS PER NFPA 13
SHALL BE SUBMITTED FOR APPROVAL
TO MIAMI -DADE FIRE DEPARTMENT
BEFORE ANY FIRE PROTECTION SYSTEM
IS INSTALLED OR REMODELED
NEW UPRIGHT HEAD
TO BE WITHIN 12' 1' X 1/2' REDUCER
FROM SLAB
1/2' SCH. 80 NIPPLE NEW V SPRIG UP
EXISTING BRANCH LINE ---- 1/2' X 1' INCREASER
SPRIG UP SPRINKLER DETAIL
N.T.S.
EXISTING BRANCH L
NEW FINISHED CLG,
NEW 1 -1/2' ARM OVER & DROP
PENDANT SPRINKLER HEAD
ARMOVER SPRINKLER DETAIL
N.T.S.
G`oysiff'a
' "t e�
CAJ1142
1 & 2 Hour Fire Rated
Through Penetration Firestop for
Single Metal Pipe through
Concrete floors or walls using
FYRE -SIL or FYRE -SIL S/L
F- rating = 1 & 2 Hr.
T- rating = 0 Hr.
Floor or Wall assembly = 4 Y, " thick concrete
® • Steel Pipe - 4" diam.(or smaller) Sch. 40 (or heavier) steel.
-Annular space is max. 3/4"
® A) 3y2" thick mineral wool (min,- 4.0 pcf), friction fitted.
B) 1" thickness of FYRE -Sll, or FYRE -SIL S/L (floors only)
FIRE RATED PIPE PENETRATION DETAIL
N.T.S.
FIRE SPRINKLER PLAN
SCALE : 1/4"=V-011
I
ti
• 9 ,
REVISIONS I No.
201 oo n.e. z1 avenue
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no. miami beach, fl 33179
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DRAWN
K.S.
CHECKED
R. P.
DATE
11-30-05
SCALE
AS NOTED
JOB NO.
0423
SHEET
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OF 1 SHEETS
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DRAWN
K.S.
CHECKED
R. P.
DATE
11-30-05
SCALE
AS NOTED
JOB NO.
0423
SHEET
FP -1
OF 1 SHEETS