HomeMy WebLinkAbout37827 Eiland Blvd (2)3.W A-R III -
DI ELBOW
FIRE PROTECTION GENERAL SYSTEM NOTES
WELDED OUTLET OR MECHANICAL TEE
RING TYPE PIPE HANGER
SPRINKLER SRANCHLINE `
I�
NEW CEILING
1" STEEL PIPE
,-. yr THREADED REDUCER
RECESSED SPRINKLER HEAD
ESCUTCHEON
RECESSED PENDENT SPRINKLER HEAD -
SCALE: NO SCALE
WELDED OUTLET, MECHANICAL TEE OR THREADED FITTING
,•• INLET NIPPLE
ewuaaa elu+e..ne /-FLEXIIBLE BLIC RAIDED FLEX STEEL
4 / 1" NOMINAL DIAMETER
,/
NUT
BRACKET
CEILING GRID----'*
t�•.I
*4
NEW CEILING
ESCUTCHEON
PENDENT SPRINKLER HEAD
l
- VICTAULICFLEXIBLE BRAIDED HOSE --
SCALE: NO SCALE
SPRINKLER BRANCHLINE
UPRIGHT SPRINKLER HEAD -
SCALENO SCALE SWING -JOINT
BEAM CLAMP - 11- - ..
i
,I
-BAR JOIST
r:
INNI'M FJW HANGER
1
BRANCH LINE
HANGER DETAIL - -
SCALE: NO SCALE
I
Flexible Drop- _
(Typical)
Main
Wer-
-Pendant Sprinkler
(Typicol)
Hall F
Storage
Shared Document Area 1
Work Room
Cross Section
1/8" Scale
Ceiling Heights Are 9'-0" U.N.O.
Al Rise
-- - ---- - - - - -
Clean U81ty - - - -7-- --� - - -- ----- -- ,i MEP
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Stor cal General
Nurse CMO I 1 Recgivi - _
Work Room ; Gonflrence Room n0! -
- �= Extended Team Area 1 -
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Shared Miedicbl Apts. 2 • 1 J_`
4Branch Lines (& 1C'-)" A.F.F. ,>_- _ - -- - -- - I _ _ --- - - -- - - -- -- -
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Shared DocumentA ea _ •
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Shared Document Area 2 Exam $ Exam 3-- --- -- - , _ ~
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Hall D I -- I _ -- - % -- • t`r -
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Cy 'Work Rm/ Storage
Hydraulic Information
OCCUPANCY CLASSIFICATION
i-DENSITY (gpm
Light Hazard
0.10 for 1500ftl (Actual 959ft2)
QUICK RESPONSE REDUCTION
9'-0 Ceiling (40.0%) 900ft2
TOTAL HOSE STREAMS
100.00
TOTAL HEADS FLOWING
8
K-FACTOR
5.6
TOTAL WATER REQUIRED
257.14
TOTAL PRESSURE REQUIRED
56.242
BASE of RISER (gpm)
257.14
BASE of RISER (psi)
56.242
SAFETY MARGIN (psi)
+8.112 (12.6%)
Light Hazard■0.10aom/ft2 for 959ft2
• lWC I
y
We 2
,'G _T
- -_
- Exom 2 a�-i -� s , I �?�'o Chec In
Q _ • , -
HOI':�1%--------------------f--f---
- - -- - -
1.$ Rise' Mn I
l I
F.M. L
--- r
n1h4 Storage 3 • , b 'Storage 4 t1i
�; tr ra 7-11
1,zB nB e r Help Desk
K ,K 1% 1 1K 1'iS , •
•
r� r.+ ,r•n rs a ,r-tB ra -+,� 3 I •
i I � b
•0• !,Storage
-_'' - - - - - - - ra Waiting Room
1 . 20'-3,.
per NFPA 13 201E Section 11.2.3.2.3.1: There is a 40.0% decrease in Mn2 1::FDM.
design area for quick response sprinklers 9'-0" ceilings - �! PT
11500 Sri It x 0.60 = 900 Sri .ft. Ha11 G Mh$ I
--AL AL AL A
r� r
Shared Medical Group Therapy Rm. I n
A
X Air Vent
I ,
Mh3 Mh6 tz•to • ua tz-,B I ra A e
r•
1X 1%
• 4 I _
I-
qr
Sprinkler Legend
Symbol I SIN Model Quantity K-Factor Type Size Response Finish Temperature Note
1414I F1 FR56
145
5.6 Pendent % Quick
White 155OF RELIABLE
15 G5-56
1
5.6 Pendent % Quick
White 155°F REUABLE
RA1425 F1FR56
91
5.6 Upright 1h Quick
Brass 2001F
RELIABLE
Total =155
-
-Floor Plan
1/8" Scale
11i 1% IV. 1% VA 1X , 4'•N
17.4 1ri na 1 7'10 t 7•2
1.5" Rise ',
V-4
1 Armory `R
11% ly IV. bill
• V4' I ra rs - 9 r1 %O
I Vestibule I�7 i-
L V� d security
it -_4
- -- i -- -C^ - - i---_--
Storage 1 (
r4 1
Holding Rm. - l
SPARE PARTS INVENTORY
QTY.
SCOPE OF WORK
REVISIONS
SIN, K-FACTOR, SSU/SSP/SSS, TEMP
#
PROVIDED, INSTALLED, OR PERFORMED BY:
BEACH LAKE
OTHERS
REV#
DATE
DESCRIPTION
EXCAVATING AND OR BACKFILLING
X
REV#
MM-DD-YYYY
SHORT DESCRIPTION
CUTTING - PATCHING
X
FIRE STOPPING
X
PAINTING OF PIPE - EQUIPMENT
X
ALARM WIRING
X
ALARM SUPERVISORY
I X
AIR COMPRESSOR WIRING
X
HEAD WRENCH:
#
FIRE EXTINGUISHERS
I
X
I
NOTES:
NOTES:
NOTES:
Hydraulic Information
OCCUPANCY CLASSIFICATION
Light Hazard
DENSITY (gpm/ft2)
0.10 for 1500ft2 (Actual 1523li
TOTAL HOSE STREAMS
100.00
TOTAL HEADS FLOWING
13
K-FACTOR
5.6
_
TOTAL WATER REQUIRED
363.32
TOTAL PRESSURE REQUIRED
54.497
BASE of RISER (gpm)
353.32
BASE of RISER (psi)
- --
54.497
SAFETY MARGIN (psi)
-
+9.340 (14.6%)
Light Hazard■0.10gpm/ft2 for 1523ft2
1. PROJECT DESCRIPTION AND APPLICABLE CODES. NFPA 13 2016
2. SCOPE OF WORK: INSTALL NEW WETABOVEGROUND FIRE SPRINKLER
SYSTEM.
3. WATER FLOW DATA
FLOW TEST:
DATE: 3-16-2021
BY: ZEPHYRHILLS UTILITIES DEPARTMENT
STATIC: 65 PSI
RESIDUAL: 55 PSI
FLOW: 1,130 GPM
3. FIRE PUMP INFORMATION: NO PUMP.
4. SPECIAL NOTE(S): NONE.
5. HANGERS AND SPACING PER NFPA-13 2016 EDITION STANDARDS.
7. FIRE SPRINKLER SYSTEM(S) TO BE TESTED PER NFPA-13 2016 EDITION
STANDARDS.
8. ALL FIRE SPRINKLER PIPING 1-1/4" OR LARGER TO BE UL LISTED LIGHT
WALL BLACK STEEL PIPING WITH GROOVED FITTINGS. ALL FIRE
SPRINKLER PIPING SMALLER THAN 1-1/4" TO BE UL LISTED SCHEDULE 40
BLACK STEEL PIPING WITH THREADED FITTINGS.
9. LOW POINT DRAINS WILL BE ADDED WHEN REQUIRED.
10. BEACH LAKE SPRINKLER IS NOT RESPONSIBLE FOR THE FOLLOWING:
- 24 HR SYSTEM SUPERVISION.
- ANY CHANGES TO WATER SUPPLY OR WATER CONDITIONS.
-ANY ALARM SYSTEM AND/OR DETECTION SYSTEM WORK.
-ANY ELECTRICAL POWER AND/OR POWER WIRING.
11, PROPERTY OWNER OR DESIGNATED REPRESENTATIVE SHALL
ENSURE THAT WATER -FILLED PIPING IS MAINTAINED ATA MINIMUM
TEMPERATURE OF +40 DEGREES FAHRENHEIT (+4 DEGREES CELSIUS)
TO PROTECT FROM FREEZING.
12. PROPERTY OWNER OR DESIGNATED REPRESENTATIVE IS
RESPONSIBLE FOR MAINTAINING FIRE SPRINKLER SYSTEM PER NFPA-25
STANDARDS.
Spare Head Box
6" Electric Bell
ijV11Ired By Others)
3" Water Flow Detector
(Wired By Others)
3" Riser Check Valve
(With Gauges) (�
3" FDC Line
3" Control Valve
4" To Yard FDC
(See Site Plan) /+
ALL. WORK SHALL COMPLY WITH
NFFA CODES AND STANDARDS
REVIEW DATE /
CITY OF ZEPHYR
FIRE ANO LIFE SMETY EXWINE Gl..
-Riser Detail
1/8" Scale
E
N VA Clinic
BY 37827 Eiland Blvd.
## YMSt10TASTAMP Zephyrhills, FL 33542
W E
NICET -- -- --- - -- - -
FIRE PROTECTION PLAN -
S DRAWN: NK DATE: 5-4-2021 SHEET No. F 1
REVISION: JOB #:
DRAWING SCALE ,
(UNLESS NOTED OTHERWISE) Beach Lake Sprinkler
2 1 0 4 8 BEACH LAKE Fire Protection Services
S P R I N K L E R 19094 Treverton Ill
04
Y FIRE PROTECTION SERVICES Brooksville, FL
Phone:352-799-292990
SCALE 118"=V-0" www.boachlakospdnkler.com
-Z�� 3 Z js'� C
3" Rise To System
1" Inspector's Test
With Relief
1.5" Main Drain
Dr. Michael D. Wilburn, P.E. LICENSE #76067
LOCAL ENGINEERING, INC.
8427 E. ROSKO CT.
FLORAL CITY, FL 34436
Michael Digitally signed by Michael Wilburn
Wilburn Date: 2021.05.11 18:37:33-04'00'
0 ON
.� CEN,3,k- �G
V.
_ No. 76061 2 _
0 STATE OF
< ORIO P- �N
/ONAL
//0111100\\
6
16'
i
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
New 8" Wet Tap With Sleeve
(By Others)
•
•
8
• 4'-9.9
•
i :•
Flow Test:
Conducted by: Zephyrhills Utilities Department
Date: 3-16-2021
•: Static: 65 PSI
Residual: 55 PSI
L Flow: 1,130 GPM
O
• I
Existing Hydrant
#8151
10 \� :
Sprinkler Legend
Symbol SIN Modell Quantity K-Factor Type_ Size Response Finish Temperature Note
�1414 F1FR5C 145 5.6 Pendent % Quick White 155°F iRELIABLE
3415 G5-561 1 5.6 Pendent 1/2 Quick White 155'F RELIABLE
1425 F1FR56 9 5.6 Upright 1/2 Quick Brass 20011F RELIABLE
Total a 155
Hydraulic Information
OCCUNNCr CLASSTICATpN
L"NS1A1!
D6MUTr IIInV6'1
O. tO lw I WqY IAclwl S6Bn
WICh NSP'011fil R91—TiON
S-4C `I nO1-6M1 S0011'
TOTA..I .—I
,NN
IOTA, N & FLO—
S
—Al TOIt
6.5
-
TOTA'_WATINIQW.D
�71T.1!-
TOTAL. MI6/L6t! NW61!D
14467
SA37 d Welt lOpnl
�' ]n 1.
BA6f d AISEA Ip.11
lS.IAI
AAPE rY S1AItOM Ip.II
.Atl]117 SKI
[a0p IDYpmllt' IS6Sro
11
a NInA1]]61SlacllOn ll.]3.7,3. t. TMIP ,YAMYY OSclu3. in
<IOYIYn a�w IOr qulgY i.3{gnAS YgInYNIIT-0"
I tS00 nq N .O S0. SOD .q.N.l
C-nnp
Parking Lot
Eiland Blvd
Site Plan —
1/20" Scale
4
15'-0
New Yard FDIC
Per AHJ Requirements
(By Others)
New 4" FDC Line
(By Others)
Parking Lot
133'-0
New 6" Fire Line
- (By Others)
New Hydrant
(By Others)
New 8" Water Main
�\ (By Others)
New 6" DDCVA
Per AHJ Requirements
(By Others) •
8
r-0
New 6" Fire line
(By Others)
New 8" Water Main
(By Others)
GENERAL UNDERGROUND NOTE:
( _ Underground Main, Hydrants and Valves are Shown For Calculation
- Purposes Only. See Utility Plan For Entire Underground Installation.
- Underground Installation Is Assumed To Be installed, Flushed and
--a- — 1 .
Test Per NFPA 24, And Approved By the AHJ.
Hydraulic Information
OCCIMWVC WICATION LISM haaar!
01101 TI _tM.NM�WIt�
-
TOTX. NO66 In SAMS
-- ---.
10 .
T.
TOTA, ADS
W
N-PAT.TdI
6A
TOTAL VMTe11 ft WIND
30.32-
TOTAL MSS6. SSOUNO
-
M.3lI
YM of MSeNI )
.. S0142 --- —
aN101111NA1 II
MS1T -
SAIltt MAaDS1 pI) -...
N.SS6ItI S%r —
SPARE PARTS INVENTORY QTY.
SIN, K-FACTOR, SSU/SSP/SSS, TEMP #
HEAD WRENCH: #
NOTES'
SCOPE OF WORK
REVISIONS
DESCRIPTION
PROVIDED, INSTALLED, OR PERFORMED BY:
BEACH LAKE
OTHERS
REV#
DATE
EXCAVATING AND OR BACKFILLING
X
REV#
MM-DD-YYYY
SHORT DESCRIPTION
CUTTING - PATCHING
X
FIRE STOPPING
X
PAINTING OF PIPE - EQUIPMENT
X
ALARM WIRING
X
ALARM SUPERVISORY
X
AIR COMPRESSOR WIRING
X
FIRE EXTINGUISHERS
X
NOTES:
NOTES:
Parking Lot
New 8" Water Main
(By Others)
FDIC
Per AHJ Requirements
(By Others)
6" OSBY Gate Valve
With Tamper Switch
(Wired By Others)
6" Flanged 90 1
6" DI Stut
6" To Building
90 Elbow
4" Check Valve
— V�n rrl C r1r+ r1o+ m i 1
No Scale
6" Wilkins 350DA
Or Equivalent
(By Others)
6" OSBY Gate Valve
With Tamper Switch
(Wired By Others)
Flanged 90 Elbow
N Stub Up
6" From Municipal
—Backflow Preventer Detail
No Scale
R
ENGINEERING, INC.
N VA Clinic
BY 37827 Eiland Blvd.
THISIS NOT A STAMP Zephyrhills, FL 33542
NICET W x.-. E -
FIRE PROTECTION PLAN -
S DRAWN: NK [DATE: 542021 SHEET No- FP 2
REVISION: JOB 0:
DRAWING SCALE !
(UNLESS NOTED OTHERWISE) Beach Lake Sprinkler
2 1 0 4 8 BEACH LAKE Fire Protection Services
S P R I N K L E R 19094 Treverton Ln.
(61 Brooksville, FL 34604
FIRE PROTECTION SERVICES Phone: 352-799-2990
SCALE 118"=V-0" www.boachlakespdnkler.com
Dr. Michael D. Wilburn, P.E.
LICENSE #76067
LOCAL ENGINEERING, INC.
8427 E. ROSKO CT.
FLORAL CITY, FL 34436
Michael
Digitally signed by
Michael Wilburn
Wilburn
Date: 2021.05.11
18:37:13-04'00'
\�\\111111///
.� DON �.
ocENsF . �4
No. 76061 2
STATE OF
/ONAL �� \
/////1111111\\�