HomeMy WebLinkAbout7631 Gall Blvd (39)NOTICE; ; HIS
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C-CLAMP WITH
LOCKNUT
ALL THREAD ROD
_-` PIPE RING
TOP BEAM CLAP
#02 HANGER
SAMMY EX PRESS ANCHOR
ALL THREAD ROD
/- PIPE RING
SAMMY EX --DRESS ANCHOR
01 HANGER
DRAWING NOTES
1, DESIGN PER NFPA 13 (2019).
2. SPRINKLERS SHALL
BE SPACED PER THEIR LISTING.
TH
1 SPRINKLERS ARE NOT REQUIRED IN THE NON
COMBUSTIBLE ATTIC PER 9.2.1.
4. ALL PIPING TO BE INSTALLED WITHIN THE HEATED
ENVELOP AND PROTECTED FROM FREEZING BY
OTHERS,
5. SYSTEM DESIGN PER THE DENSITY/AREA METHOD
PER 19.3.3,2. AREA REDUCTION WAS NOT USED.
6. QUICK RESPONSE SPRINKLERS ARE TO BE USED
THROUGHOUT THE BUILDING ADDITION,
7. PIPING TO BE BLACK STEEL SCHEDULE 40 PIPE
8. DIMENSIONS ON PIPE INDICATE CUT LENGTHS
FITTINGS, WELDS AND/OR END OF PIPE.
9. HILLER SYSTEMS TO BEGIN AT POINT AS INDICATED
ON DRAWING.
HANGER NOTES
1. DESIGN PER NFPA 13 (2019).
2. MAXIMUM SPACING FOR STEEL PIPE IS AS FOLLOWS
1" AND 1�' - 12'-0"
1 j" AND ABOVE 15'-0".
3. A HANGER IS REQUIRED WITHIN 3'-0" OF THE END
OF A BRANCH LINE.
4. ARMOVERS GREATER THAN 2'-0" REQUIRES A
HANGER.
S. PIPES GREATER THAN 6'-0" IN LENGTH REQUIRES
A HANGER.
Calculation results for Design Area 1
- Dental Area
This system as shown on Hiller Systems
company print no dated 11 NovR
for Retail Clinic
at 7631 Gall Blvd
contract no JD 2035 is designed to discharge at a rate of 0.1 gpm/ft' (L/min/m2) of floor area over
a maximum area of 1500 ft2 when supplied
with water at a rate of 238.6 qpm at 29.5 psi at the base of the riser.
Hose stream allowance of is included
in the above.
Occupancy classification: Office
Number of heads flowing: 15
Commodity classification:
System Type: Wet
Maximum storage height:
Maximum velocity: 9.17 We
Storage arrangement:
Flow from In -Rack sprinklers:
0 gpm Pressure Required at Source: 38.9 psi
Flow from Overhead sprinklers:
238.5 gpm Pressure Available at Source: 53 psi
Flow from Inside Hoses:
0 gpm Surplus Pressure at Source: 14.1 psi
Flow from Outside Hoses:
0 gpm Design Area 1 Wet System
Other fixed flows::
0 qpm Dental Area
Total flow in system piping:
238,5 gpm Demand Calculations using Hazen -Williams Method
Additional flow at/beyond source:
100 qpm Occupancy Classification: Office
Total of all flows:
338.5 gpm Design Area Density; 0.1
Additional Outside Hose: 1o0
Design Area Size: 1500
Notes:
TOR
HALLWAY
RISER AREA
SCALE: 4"=1•�0••
oo
a
a a
4_9 a
NEW SYSTEM: 2021
Data for Hydraulic Nameplate 6
Location: ZONE 5- CLINIC
No. of Sprinklers: 16
Basis of Design
1. Density: 0.10
2. Design area 1500
System Design
1. Water flow rate: 238.5 gpm
2. Residual pressure at
the base of the riser : 29.5 psi
WATER SUPPLY SITE SURVEY SUMMARY
LOCATION: ZEPHYRHILLS, FL STORE NUMBER: 0706
SURVEYOR: VICTOR CAI DATE PREPARED: 10-21-2020
WATER SUPPLY SITE INFORMATION
RAW WATER FLOW TEST DATA:
STATIC: 55 PSI RESIDUAL: 40 PSI FLOW: 993 GPM
DERIVED FROM WATER REPORT SUPPLIED BY: TELGIAN
WATER SUPPLY IS AVAILABLE AT: STATIC HYDRANT
EFFECTIVE POINT AT: CONNECTION TO YARD MAIN
DATE/TIME OF TEST: 03/18/201.9
FLOW TEST ELEVATION: 150' AMSL
BUILDING PAD ELEVATION: 150' AMSL
FLOW TEST WITNESSED BY: ZEPHYRHILLS UTILITIES DEPARTMENT
SCALE: 114 -1'-O"
4' 0' 2' 4' 8'
DESCRIPTION
QTY'
.�'C AND (A~ r1� a � R�LLtI�O �,�JRLIN�
LER S�ST M�S Ri PCiNi R��t�� GROOVED C�Ii
1F
J
4" 0' -1 1 " RV-GRV SPOOL PIECE
[3
4" GROOVED El !
4" GROOVED BUTTERFLY VALVE
�
L J
f> i/., , 1
4 VICTAULIC GROOI. ED 7: 7R RISER CHECK VALVE
L_v..
4" WATER FLOW SWITCH
1
L
4" x 7'-5" GRV-GRV SPOOL PIECE (NEW ZONE 6 TO RE -FAIL CLINIC)
�$
EXISTING " UNDERGROUND SUPPLY TO BUILDING
0
EXISTING " DETECTOR CHECK BACKELOW PREV'ENTEI
10
EXISTING 8" ALARM CHECK VALVE
G
11
EXISTING 6" MANIFOLD SPRINKLER HEADER
0
12
EXISTING 4" LINE AND CHECK VALVE OUT TO F"DC
O
13
EXISTING; 4" RISER - ZONE 1
14
EXISTING 4" RISER ZONE 2
D
15
_
EXISTING 4" RICER - ZONE 3
D
15
EXISTING 4" RISER - ZONE 4
0
71
EXISTING 6" RISENZONE 5 _
O
MNORIrH
lia",/ )
13 [14 15 16 '@ 7
RISER DETAIL
SCALE:;"=1'-0"
075
SYM
CNT
POSITION
FINISH
TEMP
K
NPT
SIN
MFG,
ESCUTCHEON
63
IPEND
WHITE
155
5:60
1/2"
V3802
VICTAULIC
CONCEALED
0
4
UPR
BRASS
155
5.60
1/2"
V2804
VICTAULIC
EXPOSED
67 TOTAL SPRINKLERS
Ili, 1- l 1 '411. F%AJ
D 66073 10-FPOJD2035
I0 _
1\
d
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C0t\lFll')ENTIAL TO AND, THE
1A ,`JRI`-.
PROP-RTY OF 111E Vill LER
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SYSTEM
UNITIZ
A
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SECTION B
BUILDING SECTION
1=11 1-01V
SCALE: 8
ROOF
f7` -*611 �
ROOF
121 otl
........... ... F.1,11F
ol -
SCALE: 1/8"=V-0"
81 0, 4` 81 16,
A
WE DWG N1,01,
D 66073 10 FP-JD2�035*
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