06-781-017SHOP DRAWINGS NOTE:
CONTRACTOR SHALL SUBMIT i COPIES OF FIRE SPRINKLER SHOP DRAWINGS
COORDINATED WITH THE ELECTRICAL 4 A/C CONTRACTORS' SHOP DRAWINGS
TO THE ENGINEER FOR REVIEW 4 APPROVAL PRIOR TO SUBMITTAL FOR PERMIT
TO MIAMI -DADE COUNTY FIRE DEPT. SHOP DRAWING=S AND ANY CALCULATIONS
SHALL BE SIGNED 4 SEALED BY A FLORIDA LICENSED ENGINEER AND MUST
BE 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 WATER SYSTEM 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 SO. 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 BRANCH
LINE
1' ELBOW-, I /
1 -
1
1' NIPPL - E
z
V NPT. FEMALE
T�-COUPLING REDUCER
SHELL
ASSEMBLY
' I SPRINKLER HEAD
- FINISHED CEILING CEILING COVER PLATE
CONCEALED PENDANT HEAD
BRANCHLINE CONNECTION
FIRE SPRINKLER HEAD
HANGER
SPAN SCHEDULE
QNT
NAME
STEEL PIPE
METAL
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)
M � C-
BLAZE
MASTER
(•) COORDINATE FINISH WITH ARCHITECT
NOMINAL
:=
DIA., IN.
SPAN, FT(M)
DROP TEE FT(M)
DROP ELBOW IN01,I)
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 1/2
9.0(2.7)
7,0(2.1)
12(305)
3
10(3.0)
7.0(2.1)
12(305)
STRUCTURE-/ 1' NIPPLE BRANCH
LINE
1' ELBOW-, I /
1 -
1
1' NIPPL - E
z
V NPT. FEMALE
T�-COUPLING REDUCER
SHELL
ASSEMBLY
' I SPRINKLER HEAD
- FINISHED CEILING CEILING COVER PLATE
CONCEALED PENDANT HEAD
BRANCHLINE CONNECTION
FIRE SPRINKLER HEAD
SCHEDULE
SYM
QNT
NAME
COVERAGE
METAL
I TEMP
I K
INPT
IMFG.
I MODEL do SIN #
JESCLIT.
I COAT (0)
CO NN.
®
-
CONCEALED
QUICK RESPONSE
BRASS
1 165'
1 4.2
1/2"
IVIKING
I MIRAGE B -2 VK416
WHITE
I WHITE
ITHREAD
8
EXISTING SPRINKLER TO REMAIN
L0 ; }-
19
EXISTING SPRINKLER TO BE REMOVED
M � C-
m
(•) COORDINATE FINISH WITH ARCHITECT
.� O C)
:=
TOP BEAM C CLAMP
-Y"<j
ALL THREAD ROD
TPIPE RING
FOR STEEL BAR JOIST
ROD COUPLING ----
FASTENER (POWER STUD)
ALL THREAD ROD
HANGER RING
FOR CONCRETE CEILING
HANGER DETAILS
N.T.S.
NEW UPRIGHT HEAD
TO BE WITHIN 12' N
FROM SLAB 1' X 1/2' REDUCER
-
1/2' SCH. 80 NIPPLE rZz,1/2' - NEW 1' SPRIG UP
EXISTING BRANCH LINE -_ X 1' INCREASER
SPRIG UP SPRINKLER DETAIL
N T.S
EXISTING BRANCH LINE -S
NEW 1 -1/2' ARM OVER & DROP
PENDANT SPRINKLER HEAD
NEW FINISHED CLG.
ARMOVER SPRINKLER DETAIL
N.T.S.
........... .......................... ........ _....._ ..._
............. .............. ...................................... .............................
....... .... .. .. . . ........
(D Floor or Wall assembly = 4 s': " thick concrete
® • Steel Pipe - 4" diam.(or smaller) Sch. 40 (or heavier) steel.
-Annular space is max. 3/4"
® A) 3J2" thick mineral wool (min 4.0 pcf), friction fitted.
B) 1" thickness of FYRE -SIL or FYRE -SIL S/L (floors only)
FIRE RATED PIPE PENETRATION DETAIL
IASI
FIRE SPRINKLER PLAN
SCALE : 1/4 " =1' -0"
REVISIONS No.
OLLNER REGIV. REV. Q
(3- 13 -06)
2010 n.e. 21 avenue
1 & 2 Hour -FLre Rated;
4SEL" o,45Ifl
Through Penetre0d, -o 7restip ^or
Single Metal- P pe- tFrough -
rj
Concrete floors or walls usiily_
1. U
N 4)
YateF
FYRE -SIL or FYRE -SIL S/L
CAJ1142
- F -reing = 1_3t 2 `ir. - - -'-
_T -r&ing = -n Hr.
(D Floor or Wall assembly = 4 s': " thick concrete
® • Steel Pipe - 4" diam.(or smaller) Sch. 40 (or heavier) steel.
-Annular space is max. 3/4"
® A) 3J2" thick mineral wool (min 4.0 pcf), friction fitted.
B) 1" thickness of FYRE -SIL or FYRE -SIL S/L (floors only)
FIRE RATED PIPE PENETRATION DETAIL
IASI
FIRE SPRINKLER PLAN
SCALE : 1/4 " =1' -0"
REVISIONS No.
OLLNER REGIV. REV. Q
(3- 13 -06)
2010 n.e. 21 avenue
no. miami beach, fl 33179
rj
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