HomeMy WebLinkAboutF15-0052_Cut Sheets_1444772700.pdf Bulletin 006 Rev. I
Model RFC30 (SIN RA0611)
® Model RFC43 (SIN RA0612)
Model RFC49 (SIN RA0616) o
iteliable FResidential Flat concealed
immallialla Sprinklers
A Residential Flat Concealed •
Sprinkler engineered for a minimum
design density of 0.05 gpm/ft2 with
low GPM requirements.
Features
1. Very low water flow requirements.
2. Cover plate attachment (Plain or Perforated)
with 1/2" (13mm)Total adjustment.
3. Thread-On/Thread-Off or Push-On/Thread
Off cover attachment option.
4. Smooth aesthetic ceiling profile.
5. Available in brass, chrome and black plated Plain Cover Plate
or painted finishes.
Listings & Approval
1. Listed by Underwriters Laboratories, and
certified by UL for Canada (cULus)
UL Listing Categories
Residential Automatic Sprinklers
UL Guide Number ______ __ ___ _ __ ____
VKKW - -- •-- -
Product Description = _-- _:
Model RFC30, RFC43 and RFC49 Concealed Residen-
tial Sprinklers are fast response residential fusible solder
link automatic sprinklers. Residential sprinklers differ
from standard sprinklers primarily in their response time Perforated Cover Plate
and water distribution patterns.
Model RFC30, RFC43 and RFC49 sprinklers discharge
water in a hemispherical pattern below the sprinkler de- and positively attached and blends into the ceiling, con-
flector. Residential distribution patterns are higher and cealing the most dependable fire protection available, an
generally contain a finer droplet size than standard sprin- automatic loe RFC30, syste
m.
kler patterns. and RFC49 are UL Listed Residen-
The combination of speed of operation and high dis- tial Sprinklers to be installed in the residential portions
charge pattern required for residential sprinklers has• of any occupancy in accordance with NFPA 13, 13R, &
demonstrated, in fire testing, an ability for controlling 13D.
residential fires,and thereby providing significant evacu- for The
RFC30,
C O,cuRFC43 of drop RFC49 c n reduce the need cover
anon time for occupants.
The RFC30, RFC43 and RFC49 Sprinklers provide the plate
against the ceiling. sThe firehprotectonosystem
ac-
best form of fire protection by combining an attractive ap- Y 9
pearance and 1/2" (13mm) of cover adjustment for ease need not be shut down to adjust or remove the cover
of installation. The small diameter cover plate is easily plate assembly.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
• Application and Installation
The RFC30, RFC43 and RFC49, for residential instal- When inserting or removing the wrench from the sprin-
lations, use a 165°F (74°C) fusible solder link in a tun- kler/cup assembly, care should be taken to prevent dam-
ing fork style sprinkler frame with a drop-down deflector. age to the sprinkler. DO NOT WRENCH ON ANY OTHER
This assembly is recessed into the ceiling and concealed PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL
by a flat cover plate. The cover plate is attached to the RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS
skirt, using 135°F(57°C)ordinary temperature classifica- MUST BE INSTALLED ONLY WITH 135°F RATED COV-
tion solder.When the ceiling temperature rises,the solder ERS.
holding the cover plate releases the cover allowing the Note:A leak tight Y" NPT(R1/2)sprinkler joint can be ob-
deflector to drop into position and exposing the sprinkler tained with a torque of 8-18 ft-lbs (10,8- 24,4 N-m). Do not
inside to ceiling temperature. The subsequent operation tighten sprinklers over maximum recommended torque. It.
of the solder link opens the waterway and causes the de- may cause leakage or impairment of the sprinklers.
flector to drop into position to distribute the discharging Cover assemblies provide up to 1/2" (13mm) of adjust-
water in a hemispherical pattern below the sprinkler de- ment. Turn the cover clockwise until the flange is in con-
flector. Any adjustment of thread engagement between tact with the ceiling. For the push-on/thread-off option,
the cover plate and cup will assure that the drop-down the cover assembly is pushed onto the cup and final ad-
deflector is properly located below the ceiling. The resi- justment is made by turning the cover clockwise until the
dential distribution pattern contains a finer droplet size skirt flange makes full contact with the ceiling. Cover re-
than a standard sprinkler, and the pattern produces sig- moval requires turning in the counter-clockwise direction.
nificantly higher wall wetting. In ceilings that have a plenum space above the
After a 25/e inch diameter hole is cut in the ceiling, the sprinkler,the plenum space may have neutral or neg-
sprinkler is to be installed with the Model FC Wrench. ative pressurization but must not be positively pres-
When installing a sprinkler, the wrench is first positioned surized. Inspect all sprinklers after installation to en-
into the sprinkler/cup assembly and around the hexago- sure that the gap between the cover plate and ceiling
.nal body of the sprinkler frame. The Wrench must bottom and the 4 slots in the cup are all open and free from
out against the cup in order to ensure proper,safe instal- any air flow impediment.
lation. The sprinkler is then tightened into the pipe fitting.
Max. Max.
Thread Nominal Sprinkler CCP Assembly Ambient K
Model Size Orifice Temp Rating Temp.Rating Temp. Factor Pressure
(SIN) Inch(mm) Inch(mm) psi(bar)
°F °C °F °C °F °C
RFC 30 Y"(15) 21/64(8,2) 165 74 135 57 100 38 3.0(43.2) 175(12)
(RA0611)
RFC 43 5) 34(10) 165 74 135 57 100 38 4.3(62) 175(12)
(RA0612)
RFC 49 y2"(15) 'Ar(11) 165 74 135 57 100 38 4.9(70.6) 175(12)
(RA0616)
Note: 1 bar= 100 Kpa
RFC 30
Ordinary Temp.Rating Top of Deflector Minimum
Max.Coverage 165°F/74°C Installation Spacing
area Ft(m) Flow Pressure Inch(mm) Ft(m)
Ft x Ft(m x m) GPM(Umin) PSI(bar) •
12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth Ceilings 1/2 to 1(13 to 25.4)
Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4)
14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams Y2 to 1(13 to 25.4)
For Ceiling types refer to NFPA 13, 13R or 13D
•
2.
. RFC 43
Ordinary Temp. Rating
Max.Coverage 165°F/lq°C Top of Deflector Minimum
area Max.Spacing ( ) to Ceiling Installation Spacing
Ft x Ft(m x m) Ft(m) Flow Pressure Inch(mm) Type Ft(m)
GPM(Umin) PSI(bar)
12 x 12(3,6 x 3,6) 12(3,6) 12(4,5) 7.8(0,54)
14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63)
Smooth Ceilings 1/2 to 1(13 to 25.4)
16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4)
13 installed in beams Y to 1(13 to 25.4)
18x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21)
20 x 20(6,1 x 6,1) 20(6,1) 21 (79) 23.8(1,64)
For Ceiling types refer to NFPA 13, 13R or 130
RFC 49
Ordinary Temp. Rating Top of Deflector Minimum
Max.Coverage Max.Spacing (165°F/74°C) Installation
area Ft(m) Flow Pressure to Ceiling Type Spacing
Ft x Ft(m x m) GPM(Umin) PSI(bar) Inch(mm) Ft(m)
12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48)
14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 0,4
//� Smooth Ceilings'/to 1(13 to 25.4)
16 x 16(4,9 x 4,9) 16(4,9) 13(49) .0(0,48) Beamed Ceilings per NFPA 130, 13R or Concealed 8(2,4)
13 installed in beams'/.to 1(13 to 25.4)
18 x 18(5,5 x 5,5) 18(5,5) 1/(b ,3) 12.0(0,83)
20 x 20(6,1 x 6,1) 20(6,1) 20(75,73) 16.7(1,14)
For Ceiling types refer to NFPA 13, 13R or 13D
Maintenance
Model RFC30, RFC43 and RFC49 Concealed Sprin- symmetric lever mechanism, maintaining a Teflon-coated
klers should be inspected and the sprinkler system Belleville spring washer and machined brass cap water
maintained in accordance with NFPA 25. Do not clean seal assembly containing no plastic parts. Sprinkler K-
sprinklers with soap and water, ammonia or any other factor shall be nominal 3.0(43.2), 4.3(62), and 4.9(70.6)
cleaning fluids. Remove dust by using a soft brush or having a 5/16", 3/6" and 7/16"orifice. Temperature rating
gentle vacuuming. Remove any sprinkler cover plate as- shall be Ordinary 165°F(74°C); cover plate temperature
sembly which has been painted (other than factory ap- rating to be 135°F(57°C). Cover plate assembly shall
plied) or damaged in any way. A stock of spare sprin- consist of a brass cover plate and copper alloy retainer
klers should be maintained to allow quick replacement flange allowing a 1/2" cover plate adjustment. Any secure
of damaged or operated sprinklers. Prior to installation, engagement between the cover plate and the cup will
sprinklers should be maintained in the original cartons assure that the drop-down deflector is properly located
and packaging until used to minimize the potential for below the ceiling. A plastic protective cap shall be
damage to sprinklers that would cause improper opera- provided and factory installed inside the sprinkler cup
tion or non-operation. to protect the drop-down sprinkler deflector from dam-
age,which could occur during construction before the
Model RFC30, RFC43 and RFC49 Residential cover plate is installed. Standard cover finish: [Chrome]
Concealed Sprinkler Specification [White] [Specialty-specify]. Residential concealed
sprinklers shall be Reliable Model RFC30, SIN RA0611
Sprinklers shall be cULus Listed low flow residential con- (Bulletin 006), Model RFC43, SIN RA0612(Bulletin 006)
cealed sprinklers with drop-down deflector and adjust- or Model RFC49, SIN RA0616(Bulletin 006).
able flat cover plate engineered for a minimum design
density of 0.05 gpm/ft2. Sprinkler frame and deflector
shall be of bronze frame construction having a Y" NPT
thread. Thermal element shall consist of an approved
black-painted beryllium-nickel fusible solder link with
3.
Ordering Information Cover Plate Finishest't
Specify: Standard Finishes
1. Sprinkler Model Chrome
2. Cover Plate Finish White Paint
3. Thread-On or Special Application __
Push-On Feature Finishes(2) --1 .- _I t
Bright Brass 'lilt"4
Finished Bronze i
Black Plating
Black Paint T
Off White
Satin Chrome
In Other finishes and colors are
available on special order.
Consult factory for details. 3.dCoverplate custom paint is
semi-gloss, unless specifiedl.7OUV Y ,
otherwise.
(2)For the perforated style cover •
-
plate,consult factory for avail •
-
•
abilit •
y on these and other cus- '
•
• tom finishes.
}
1"x I/2"REDUCING
TEE OR EL80W I
II T III ---
--
� III ---II,
__ III 1 JII __
-1 r_ 22'(66.55mm]
2111-[58.42mm)DW
CUP HOLE IN CEILING
111111 —...
MIME 2"COF R MAX.
IIII "FACE 5 .8 m]INC
'[11.70mm)MAX. ♦♦♦♦♦♦ ♦ TO FACE OF CEILING
����� v�4I DIMENSION
COVER ADJUSTMENT ' A
I/2I (25.4mm) M/N. TO CEILING I iAAAAiA
I-[25.4mEF MAX. __
DROPPED DEFLECTOR I�r—=—=t• -Ll.^"��.
TO CEILING4 __A__ CEILING
"(4.96mm)
FIAT COVER PLATE FM 3,B, (84.21 mm]OLA.
ASSEMBLY
SPRINKLER
COVER PLATE: 1/2" [12.7mm] ADJUSTMENT
oocrw/c
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory
Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly
qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries.
Manufactured by
Reliable Automatic Sprinkler Co., Inc. Recycled
Reliable (800)431-1588 Sales Offices Paper
(800)846-6051 Sales Fax Revision lines indicate updated or new data.
(914)829-2042 Corporate Offices
•
www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/14 P/N 9999970261
Bulletin 157 Rev.K
Model F3QR co
3.
Quick Response 01
Reliable31
®
Dry Sprinklers rinklers
Features E�
1. The Model F3QR sprinkler utilizes Belleville Spring
Closure Technology. Reliable is the first in the industry it
to produce a Quick Response Dry Concealed sprin-
kler utilizing this technology. e. f
2. Styles available 2q
• Pendent �"
• Recessed FP Pendent 'Ni
• Recessed Fl Pendent -
• Concealed Pendent Pendent/HB
• Horizontal Sidewall (See Fig. 1) (See Fig. 2)
• Recessed FP Horizontal Sidewall
• Recessed Fl Horizontal Sidewall
3. 11/2"(38mm)escutcheon adjustment on pendent sprinkler. fr s a
4. 1/z" (13mm) escutcheon adjustment on recessed sprin-
kler with push-on/thread-off FP Model Escutcheon ring. I,
5. 3/8" (9.5mm) cover plate adjustment on concealed .•e i
sprinkler with push-on/thread-off CCP Cover Plate.
-m
6. 3/4" (19mm) escutcheon adjustment on recessed
sprinkler with Fl Escutcheon. sit
7. Attractive appearance. Employs 3mm frangible glass
bulb and galvanized nipple. Recessed FP Pendent Concealed
8. Lengths available to accommodate installation di- (See Fig. 3) (See Fig.4)
mensions from 2" -to - 48" (51 mm -to - 1219mm), in
1/4" (6mm) increments. See specific styles for correct `4 y�i
"A" dimension range. ' `c `'
9. Available in a variety of plated and painted finishes.
10.Polyester Coated or Electroless Nickel PTFE (Teflon®)* .
Plated Corrosion Resistant Sprinklers.
*Concealed Sprinkler is not corrosion resistance. AL
US Patent Numbers 5,775,431 and 5,967,240. (P
Other US Patents pending. —,
Approvals Recessed Fl Pendent Horizontal Sidewall
1. Listed by Underwriters Laboratories Inc. and UL (See Fig. 5) (See Fig. 6)
Certified for Canada (cULus)
Sprinkler
Style Response 5�,33em�Yp� Hazard 7.
Pendent ll'—llll
kylC`
I Recessed FP Pendent Wet Pipe Light "
Recessed Fl Pendent Quick Dry Pipe Ordinary
CCP Concealed All Preaction
JR5714)
Horizontal Sidewall Wet Pipe /HB
Recessed Horizontal Sidewall Quick Dry Pipe Light Horizontal Sidewall
Fl &FP(R57341 NI Preaction (See Fig.7)
2. Certified by FM Approvals
Sprinkler Hazard / ` '^ -'.
Style Response System Type
Light
Pendent Wet PipeOrdinary, '�1
Recessed Fl Pendent Quick Dry Pipe Groups 1,0 '-
(R5714) All Preaction 1&2 -
Horizontal Sidewall Wet Pipe
Recessed Fl Horizontal Sidewall Quick Dry Pipe Light Recessed FP Recessed Fl
(R57341 All Preaction wall
Horizontal Sid z
iontF
Horizontal Sidewall Horont Fig. e
3. NYC MEA 258-93-E (See Fig.8) (See
*DuPont Registered Trademark
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Model F3QR Dry Pendent w/HB Escutcheon
"A"Dim. I 3'/'to 48"(89mm to 1219mm)in 1/4"(6mm)increments
Standard Temperature Ratings
Sprinkler Temperature Max. Bulb Color
Classification Rating Ambient Temp.
Ordinary 135°F (57°C) 100°F (38°C) Orange
Ordinary 155°F (68°C) 100°F (38°C) Red
Intermediate") 175°F (79°C) 150°F (66°C) Yellow
Intermediate 200°F (93°C) 150°F (66°C) Green
High 286°F(141°C) 225°F(107°C) Blue
r')Listed and Certified only by cULus.
Electroless Nickel PTFE(Teflon)'Plated sprinklers,escutcheons and cups are recommended for exterior applications.
-. _. L: :....._a -..
"A" Dimension
Adjustment Rarige .. ►,. c .1
1/2" [-12.7mm] �.. . L ,.
+Ir.'_" [-12.7rnrn]
1
1 1 1 f
1 II _
, J.
1
1
Fig.2
Note: The sprinkler can protrudes 1'/4"when escutcheon is in nominal position. Escutcheon adjustment provides'1"(-12.7mm)to+'/"(+12.7mm)
"A"dimension adjustment range.
Sprinkler Guard: Model C-2
Sprinkler Installation Wrench: Model F3 Sprinkler Wrench
Sprinkler Identification Number(SIN): R5714
*DuPont Registered Trademark
3.
FIRE SFR fel K LER SERVIC.E5
HYDRAULIC DESIGN INFORMATION SHEET
Name: Sun Vail Condos Date: SEPT 15, 2015
Location: 685 North Frontage Rd System No.: ONE ONLY
Vail Colorado Contract No.:
Building: CONDOS Drawing No.: FP-1
Contractor: Calculated by: R Cline
File Name: SUN VAIL 3RD 3RD.the
Construction: ❑x Combustible 0 Noncombustible Ceiling Height: See Plans ft
Occupancy: Light 1 Residential
AHJ: Vail Fire Department
SYSTEM DESIGN
II NFPA 13: j 1 Light Hazard ❑ Ordinary Hazard Group: ❑ Extra Hazard Group:
Figure: 13-R Curve:
o Other(Specify):
o Specific Rulling:
Made By: Date:
Area of Sprinkler Operation: 4 spks sqft System Type: 0 Wet ❑ Dry ❑ Deluge ❑ Pre-Action
Density: .1 gpm/sqft
Area per Sprinkler: sqft SPRINKLER or NOZZLE
Hose Allowance Inside: gpm Make: Reliable Model: Pendent RFC49
Hose Allowance Outside: 100 gpm Size: 1/2" in K-factor: 5.6 &4.9
Rack Sprinkler Allowance: gpm Temperature Rating: 155 °F
CALCULATION SUMMARY
Flow Required: 177.14 gpm Pressure Required: 100.58 psi At CC1
"C" Factor Used: Overhead: 150 Underground: 140
WATER SUPPLY
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
Date: 9/15/15 Rated Capacity: gpm Capacity: gals
Time: At psi Elevation: ft
Static: 102.18 psi Elevation: ft
Residual: 100.13 psi WELL
Flowing: 885.56 gpm Proof Flow: gpm
Elevation: 0 ft
Location: 2 HYDRANTS CLOSEST TO BUILDING
Source of Information: ACTUAL FLOW TEST STATIC 150PSI 147 PS1 RESIDUAL 1300 GPM -31.88%
COMMODITY STORAGE
Commodity: Class: Location:
Storage Height: Area: Aisle Width:
Storage Method: Solid Pile: % Palletized: % Rack:
RACK STORAGE
❑ Single Row 0 Conventional Pallet 0 Automatic Storage ❑ Encapsulated
❑ Double Row ❑ Slave Pallet 0 Solid Shelving 0 Nonencapsulated
❑ Multiple Row ❑ Open
FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING
Longitudinal: in Transverse: in ft in
Digitally signed by Eric L.
Horizontal Barriers Provided: Eric L Slater
DN:cn=Eric L.Slater,o=EBS
Design Services,LLC, 3 gd FLoo Q
ou=Nicet Level IV No.90020,
email=ericIslater@yahoo.co L7 11 LC)
0:2015.09.1615:2132
O6'00' 5-� �
Slater m is
06
File: SUN VAIL 3RD 3RD.the Page 1 of 1
Begin End Flow Diameter Type Fittings C-Value Length Eqv Length Ttl Length Fric Loss Ttl FL Elev Loss Velocity
Node Node gpm inches feet feet feet psi/ft psi psi ft/s
31 < X1 19.58 1.055 CM E,E,T 150 9.330 13.983 23.310 0.081 1.88 0.00 7.19
X1 > T32 39.01 1.055 CM 120 1.750 0.000 1.750 0.436 0.76 0.00 14.32
32 < T32 19.62 1.055 CM E,T 150 2.330 10.875 13.210 0.081 1.07 0.00 7.20
T32 > 33 19.39 1.055 CM E,E 150 10.830 6.215 17.040 0.079 1.35 0.00 7.12
X1 < X2 58.59 1.291 CM 150 8.000 0.000 8.000 0.229 1.83 0.00 14.36
X2 > T3 18.55 1.055 CM 150 10.580 0.000 10.580 0.073 0.77 0.00 6.81
T3 > 3 18.55 1.055 CM T 150 3.500 7.768 11.270 0.073 0.82 0.00 6.81
X2 < X3 77.14 1.291 CM T 150 13.000 6.553 19.550 0.381 7.44 0.00 18.91
X3 < T4 77.14 1.291 CM T 150 2.420 6.553 8.970 0.381 3.42 0.00 18.91
T4 < R3 77.14 1.291 CM E 150 1.830 3.276 5.110 0.381 1.95 0.00 18.91
R3 < M6 77.14 1.291 CM 150 14.500 0.000 14.500 0.381 5.52 6.28 18.91
M6 < M7 77.14 1.291 CM E 150 9.000 3.276 12.280 0.381 4.68 3.90 18.91
M7 < TOR 77.14 1.291 CM E,E 150 1.080 6.553 7.630 0.381 2.91 0.00 18.91
TOR < PT1 77.14 1.291 CM 150 10.330 0.000 10.330 0.381 3.93 3.36 18.91
PT1 < BF2 77.14 1.527 CM E 150 1.170 4.671 5.840 0.168 0.98 0.51 13.52
BF1 > BF2 77.14 1.610 40 120 1.670 0.000 1.670 0.196 11.22 -0.00 12.16
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 10.90 psi of the total friction loss.
BF1 < PR2 77.14 1.610 40 120 1.670 0.000 1.670 0.196 0.33 0.00 12.16
PR1 > PR2 77.14 1.610 40 120 2.200 0.000 2.200 0.196 11.48 0.00 12.16
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 11.04 psi of the total friction loss.
PR1 < BR1 77.14 1.610 40 E,E,E 120 2.830 12.000 14.830 0.196 2.91 0.32 12.16
BR1 < BOR 77.14 2.981 CM 150 1.830 0.000 1.830 0.006 0.01 0.79 3.55
BOR < UG2 77.14 4.026 40 E 140 8.000 13.300 21.300 0.002 0.04 3.47 1.94
UG2 < UG1 77.14 4.026 40 E,E 140 178.000 26.600 204.600 0.002 0.35 2.17 1.94
UG1 < CC1 77.14 4.026 40 GV,T 140 79.250 29.260 108.510 0.002 0.18 6.50 1.94
09/16/15 "THE"Sprinkler Program 2001
1
File: SUN VAIL 3RD 3RD.the Page 1 of 1
Node Pressure Flow Hose Elevation K-factor Area Density
psi gpm gpm feet gpm/(psi)Y: sqft gpm/sqft
31 12.23 19.58 63.000 5.60 150.00 0.131
32 12.28 19.62 63.000 5.60 150.00 0.131
T32 13.35 0.00 63.000
33 12.00 19.39 63.000 5.60 150.00 0.129
X1 14.11 0.00 63.000
X2 15.94 0.00 63.000
X3 23.39 0.00 63.000
3 14.35 18.55 63.000 4.90 150.00 0.124
T3 15.17 0.00 63.000
T4 26.80 0.00 63.000
R3 28.75 0.00 63.000
M6 40.55 0.00 48.500
M7 49.13 0.00 39.500
TOR 52.03 0.00 39.500
PTI 59.32 0.00 31.750
BF1 72.04 0.00 30.580
BF2 60.82 0.00 30.570
PR2 72.37 0.00 30.580
PRI 83.84 0.00 30.580
BRI 87.08 0.00 29.830
BOR 87.88 0.00 28.000
UG2 91.39 0.00 20.000
UG1 93.90 0.00 15.000
CC1 100.58 177.14 0.000 Source
09/16/15 "THE"Sprinkler Program 2001
3
File: SUN VAIL 3RD 3RD.the Page 1 of 1
Hydraulic Summary
WATER SUPPLY INFORMATION:
Static (psi): 102.18
Residual (psi): 100.13
@ (gpm): 885.56
Hose (gpm): 100.00
System req. (gpm): 177.14
@ (psi): 100.58
Supply available: 102.08 psi
Safety margin: 1.49 psi
Maximum velocity in the system is: 18.91 fUsec in the pipe between Nodes: X2 and X3
Continuity at all nodes satisfied to: 0.01 gpm
Pipe Type Legend Fitting Type Legend
CM = Copper Type M E = 90 degree standard elbow
40= Schedule 40 T =Tee(flow turned 90 degrees
GV = Gate valve
NOTES:
09/16/15 "THE"Sprinkler Program 2001
7
Pressure(psi)
N W A [T T J Co t0 O -s N W
O O O O O O O O O O O O O O
O r • r r I
O -
O
O
A
O -
O
to
O -
O
T
O '
O
d
R
coJ
O
a0
a
T �G
N
3 7C
F
CD
0
CO 3o y
n
m
m
0
(I
to
O - o
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0
0
O
5.
HYDRAULIC DESIGN INFORMATION SHEET
Name: Sun Vail Condos Date: SEPT 15,2015
Location: 685 North Frontage Rd System No.: ONE ONLY
Vail Colorado Contract No.:
Building: CONDOS 3 RD FLOOR 4 SPKS rESIDENTIAL Drawing No.: FP-1
Contractor: Calculated by: R Cline
File Name: SUN VAIL 3RD 3 SPK INSIDE.the
Construction: El Combustible ❑ Noncombustible Ceiling Height: See Plans ft
Occupancy: Light 1 Residential
AHJ: Vail Fire Department
SYSTEM DESIGN
II NFPA 13: ❑x Light Hazard ❑ Ordinary Hazard Group: 0 Extra Hazard Group:
Figure: 13-R Curve:
o Other(Specify):
❑ Specific Ruffling:
Made By: Date:
Area of Sprinkler Operation: 4 spks sqft System Type: 0 Wet 0 Dry ❑ Deluge 0 Pre-Action
Density: .1 gpm/sqft
Area per Sprinkler: 4 SPKS sqft SPRINKLER or NOZZLE
Hose Allowance Inside: gpm Make: Reliable Model: Pendent RFC49
Hose Allowance Outside: 100 gpm Size: 112" in K-factor: 4.9
Rack Sprinkler Allowance: gpm Temperature Rating: 155 °F
CALCULATION SUMMARY
Flow Required: 177.59 gpm Pressure Required: 92.12 psi At: CC1
"C" Factor Used: Overhead: 150 Underground: 140
WATER SUPPLY
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
Date: 9115115 Rated Capacity: gpm Capacity: gals
Time: At: psi Elevation: ft
Static: 102.18 psi Elevation: ft
Residual: 100.13 psi WELL
Flowing: 885.56 gpm Proof Flow: gpm
Elevation: 0 ft
Location: 2 HYDRANTS CLOSEST TO BUILDING
Source of Information: ACTUAL FLOW TEST 150 PSI STATIC, 147 PSI RESIDUAL,1300 GPM-31.88
COMMODITY STORAGE
Commodity: Class: Location:
Storage Height: Area: Aisle Width:
Storage Method: Solid Pile: % Palletized: % Rack:
RACK STORAGE
❑ Single Row 0 Conventional Pallet 0 Automatic Storage ❑ Encapsulated
❑ Double Row 0 Slave Pallet 0 Solid Shelving ❑ Nonencapsulated
o Multiple Row 0 Open
FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING
Longitudinal: in Transverse: in ft in
Digitally signed by Eric L.
Horizontal Barriers Provided: Eric LSlater
DN:cn=Eric L.Slater,o=EBS
•Design Services,LLC,
oa=Nicet Level IV No. 3 Rei / 400
90020,
er—
Slater Date:2015!0911615.2042 0 ~ SPK s
-06'00' /A/57,0 V l IT
File: SUN VAIL 3RD 3 SPK INSIDE.the Page 1 of 1
Begin End Flow Diameter Type Fittings C-Value Length Eqv Length Ttl Length Fric Loss Ttl FL Elev Loss Velocity
Node Node gpm inches feet feet feet psi/ft psi psi ft/s
1 < X2 18.33 1.055 CM E,E,T 150 11.420 13.983 25.400 0.071 1.81 0.00 6.73
X2 > T2 37.21 1.055 CM 150 0.830 0.000 0.830 0.264 0.22 0.00 13.66
T2 > T3 18.43 1.055 CM T 150 9.750 7.768 17.520 0.072 1.26 0.00 6.76
3 < T3 10.30 1.055 CM E 150 4.170 3.107 7.280 0.025 0.18 0.00 3.78
2 < T2 18.78 1.055 CM T 150 4.170 7.768 11.940 0.075 0.89 0.00 6.89
4 < T4 22.05 1.055 CM T 150 6.750 7.768 14.520 0.100 1.46 0.00 8.09
X2 < X3 55.54 1.291 CM T 150 13.000 6.553 19.550 0.207 4.05 0.00 13.61
X3 < T4 55.54 1.291 CM T 150 2.420 6.553 8.970 0.207 1.86 0.00 13.61
T4 < R3 77.59 1.291 CM E 150 1.830 3.276 5.110 0.385 1.97 0.00 19.02
R3 < M6 38.79 1.291 CM 150 14.500 0.000 14.500 0.107 1.55 6.28 9.51
T3 > 3 8.13 1.055 CM T 150 3.500 7.768 11.270 0.016 0.18 0.00 2.98
R3 < M6 38.79 1.291 CM 150 14.500 0.000 14.500 0.107 1.55 6.28 9.51
M6 < M7 77.59 1.291 CM E 150 9.000 3.276 12.280 0.385 4.73 3.90 19.02
M7 < TOR 77.59 1.291 CM E,E 150 1.080 6.553 7.630 0.385 2.94 0.00 19.02
TOR < PT1 77.59 1.291 CM 150 10.330 0.000 10.330 0.385 3.98 3.36 19.02
PT1 < BF2 77.59 1.527 CM E 150 1.170 4.671 5.840 0.170 0.99 0.51 13.59
BF1 > BF2 77.59 1.610 40 120 1.670 0.000 1.670 0.198 11.49 -0.00 12.23
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 11.16 psi of the total friction loss.
BF1 < PR2 77.59 1.610 40 120 1.670 0.000 1.670 0.198 0.33 0.00 12.23
PR1 > PR2 77.59 1.610 40 120 2.200 0.000 2.200 0.198 11.60 0.00 12.23
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 11.16 psi of the total friction loss.
BR1 > PR1 77.59 1.610 40 E,E,E 120 2.830 12.000 14.830 0.198 2.94 0.32 12.23
BR1 < BOR 77.59 2.981 CM 150 1.830 0.000 1.830 0.007 0.01 0.79 3.57
BOR < UG2 77.59 4.026 40 E 140 8.000 13.300 21.300 0.002 0.04 3.47 1.96
UG2 < UG1 77.59 4.026 40 E,E 140 178.000 26.600 204.600 0.002 0.35 2.17 1.96
UG1 < CC1 77.59 4.026 40 GV,T 140 79.250 29.260 108.510 0.002 0.19 6.50 1.96
09/17/15 "THE"Sprinkler Program 2001
7
File: SUN VAIL 3RD 3 SPK INSIDE.the Page 1 of 1
Node Pressure Flow Hose Elevation K-factor Area Density
psi gpm gpm feet gpm/(psi)'= sqft gpm/sqft
1 14.00 18.33 63.000 4.90 150.00 0.122
2 14.70 18.78 63.000 4.90 150.00 0.125
T2 15.59 0.00 63.000
3 14.15 18.43 63.000 4.90 150.00 0.123
T3 14.33 0.00 63.000
T4 21.72 0.00 63.000
X2 15.81 0.00 63.000
X3 19.86 0.00 63.000
4 20.27 22.05 63.000 4.90 150.00 0.147
R3 23.69 0.00 63.000
M6 31.52 0.00 48.500
M7 40.15 0.00 39.500
TOR 43.08 0.00 39.500
PT1 50.42 0.00 31.750
BF1 63.41 0.00 30.580
BF2 51.92 0.00 30.570
PR2 63.74 0.00 30.580
PR1 75.34 0.00 30.580
BR1 78.60 0.00 29.830
BOR 79.41 0.00 28.000
UG2 82.91 0.00 20.000
UG1 85.43 0.00 15.000
CC1 92.12 177.59 0.000 Source
09/17/15 "THE" Sprinkler Program 2001 Q
U
File: SUN VAIL 3RD 3 SPK INSIDE.the Page 1 of 1
Hydraulic Summary
WATER SUPPLY INFORMATION:
Static (psi): 102.18
Residual (psi): 100.13
@ (gpm): 885.56
Hose (gpm): 100.00
System req. (gpm): 177.59
@ (psi): 92.12
Supply available: 102.08 psi
Safety margin: 9.96 psi
Maximum velocity in the system is: 19.02 ft/sec in the pipe between Nodes: T4 and R3
Continuity at all nodes satisfied to: 0.01 gpm
Pipe Type Legend Fitting Type Legend
CM = Copper Type M E =90 degree standard elbow
40= Schedule 40 T =Tee(flow turned 90 degrees
GV =Gate valve
NOTES:
09/17/15 "THE"Sprinkler Program 2001
9
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HYDRAULIC DESIGN INFORMATION SHEET
Name: Sun Vail Condos Date: August 27, 2015
Location: 685 North Frontage Rd System No.: ONE ONLY
Vail Colorado Contract No.:
Building: CONDOS Drawing No.: FP-1
Contractor: Calculated by: R Cline
File Name: SUN VAIL 2ND FLOOR BALCONY CALC.the
Construction: ❑x Combustible 0 Noncombustible Ceiling Height: See Plans ft
Occupancy: Light I Residential
AHJ: Vail Fire Department
SYSTEM DESIGN
Q NFPA 13: ❑x Light Hazard 0 Ordinary Hazard Group: ❑ Extra Hazard Group:
Figure: 13-R Curve:
❑ Other(Specify):
❑ Specific Rulling:
Made By: Date:
Area of Sprinkler Operation: 4 spks sqft System Type: ❑x Wet ❑ Dry ❑ Deluge ❑ Pre-Action
Density: .1 gpm/sqft
Area per Sprinkler: sqft SPRINKLER or NOZZLE
Hose Allowance Inside: gpm Make: Reliable Model: Pendent RFC 49
Hose Allowance Outside: 100 gpm Size: 1/2" in K-factor: 4.9& 5.6
Rack Sprinkler Allowance: gpm Temperature Rating: 155 °F
CALCULATION SUMMARY
Flow Required: 183.98 gpm Pressure Required: 96.84 psi At CC1
"C" Factor Used: Overhead: 150 Underground: 140
WATER SUPPLY
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
Date: 9111115 Rated Capacity: gpm Capacity: gals
Time: 10: 30 AM At: psi Elevation: ft
Static: 102 18 psi Elevation: ft
Residual: 100.13 psi WELL
Flowing: 885.56 gpm Proof Flow: gpm
Elevation: ft
Location: 2 HYDRANTS IN FRONT OF BUILDING
Source of information: ACTUAL FLOW TEST STATIC 150 PSI RESIDUAL 147 1300 GPM -31.88
COMMODITY STORAGE
Commodity: Class: Location:
Storage Height Area: Aisle Width:
Storage Method: Solid Pile: % Palletized: % Rack:
RACK STORAGE
❑ Single Row El Conventional Pallet ❑ Automatic Storage ❑ Encapsulated
❑ Double Row ❑ Slave Pallet ❑ Solid Shelving 0 Nonencapsulated
❑ Multiple Row 0 Open
FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING
Longitudinal: in Transverse: in ft in
Digitally signed by Erie L.
Horizontal Barriers Provided: Erie I Slater
DN:cn=Eric L.Slater,o=EBS
•Design Services,LLC, J Q r �
ou=Nicer Level IV No. I v
90020,
Slater Dat:2015.09.161520:09 161" Lc°
-06'00' 4 sp i C L-c I r
File: SUN VAIL 2ND FLOOR BALCONY CALC.the Page 1 of 1
Begin End Flow Diameter Type Fittings C-Value Length Eqv Length Ttl Length Fric Loss Ttl FL Elev Loss Velocity
Node Node gpm inches feet feet feet psi/ft psi psi ft/s
S1 < M2 21.73 1.055 CM E,E 150 6.830 6.215 13.040 0.098 1.27 0.00 7.97
M2 > M1 42.14 1.055 CM 150 2.670 0.000 2.670 0.333 0.89 0.00 15.47
M1 > S3 20.95 1.055 CM E,E 150 9.670 6.215 15.880 0.091 1.45 0.00 7.69
S2 < M1 21.19 1.055 CM E,T 150 1.170 10.875 12.050 0.093 1.12 0.00 7.78
M2 < M3 63.87 1.055 CM 150 2.000 0.000 2.000 0.718 1.44 0.00 23.44
S4 < M3 20.11 1.055 CM T 150 3.000 7.768 10.770 0.085 0.91 0.00 7.38
M4 > M3 83.98 1.291 CM 150 8.000 0.000 8.000 0.446 3.56 0.00 20.58
M4 < M5 83.98 1.291 CM 150 19.580 0.000 19.580 0.446 8.72 0.00 20.58
M5 < M6 83.98 1.291 CM 150 1.170 0.000 1.170 0.446 0.52 0.00 20.58
M6 < M7 83.98 1.291 CM T 150 9.000 6.553 15.550 0.446 6.93 3.90 20.58
M7 < TOR 83.98 1.291 CM E,E 150 1.080 6.553 7.630 0.446 3.40 0.00 20.58
TOR < PT1 83.98 1.291 CM 150 10.330 0.000 10.330 0.446 4.60 3.36 20.58
PT1 < BF2 83.98 1.527 CM E 150 1.170 4.671 5.840 0.197 1.15 0.51 14.71
BF1 > BF2 83.98 1.610 40 120 1.670 0.000 1.670 0.230 11.34 -0.00 13.23
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 10.95 psi of the total friction loss.
BF1 < PR2 83.98 1.610 40 120 1.670 0.000 1.670 0.230 0.38 0.00 13.23
PR1 > PR2 83.98 1.610 40 120 2.200 0.000 2.200 0.230 13.36 0.00 13.23
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 12.85 psi of the total friction loss.
PR1 < BR1 83.98 1.610 40 E,E,E 120 2.830 12.000 14.830 0.230 3.41 0.32 13.23
BR1 < BOR 83.98 2.981 CM 150 1.830 0.000 1.830 0.008 0.01 0.79 3.86
BOR < UG2 83.98 4.026 40 E 140 8.000 13.300 21.300 0.002 0.04 3.47 2.12
UG2 < UG1 83.98 4.026 40 E,E 140 178.000 26.600 204.600 0.002 0.41 2.17 2.12
UG1 < CC1 83.98 4.026 40 GV,T 140 79.250 29.260 108.510 0.002 0.22 6.50 2.12
09/17/15 "THE"Sprinkler Program 2001
/2-
File: SUN VAIL 2ND FLOOR BALCONY CALC.the Page 1 of 1
Node Pressure Flow Hose Elevation K-factor Area Density
psi gpm gpm feet gpm/(psi)% sqft gpm/sgft
S1 15.06 21.73 48.500 5.60 132.00 0.165
S2 14.33 21.19 48.500 5.60 132.00 0.161
S3 14.00 20.95 48.500 5.60 132.00 0.159
M1 15.45 0.00 48.500
M2 16.34 0.00 48.500
M3 17.77 0.00 48.500
S4 16.86 20.11 48.500 4.90 132.00 0.152
M4 21.34 0.00 48.500
M5 30.06 0.00 48.500
M6 30.58 0.00 48.500
M7 41.41 0.00 39.500
TOR 44.81 0.00 39.500
PTI 52.77 0.00 31.750
BF1 65.76 0.00 30.580
BF2 54.43 0.00 30.570
PR2 66.14 0.00 30.580
PRI 79.50 0.00 30.580
BR1 83.24 0.00 29.830
BOR 84.04 0.00 28.000
UG2 87.55 0.00 20.000
UG1 90.12 0.00 15.000
CCI 96.84 183.98 0.000 Source
09/17/15 "THE"Sprinkler Program 2001
/3
File: SUN VAIL 2ND FLOOR BALCONY CALC.the Page 1 of 1
Hydraulic Summary
WATER SUPPLY INFORMATION:
Static (psi): 102.18
Residual (psi): 100.13
@ (gpm): 885.56
Hose (gpm): 100.00
System req. (gpm): 183.98
@ (psi): 96.84
Supply available: 102.07 psi
Safety margin: 5.23 psi
Maximum velocity in the system is: 23.44 ft/sec in the pipe between Nodes: M2 and M3
Continuity at all nodes satisfied to: 0.01 gpm
Pipe Type Legend Fitting Type Legend
CM = Copper Type M E = 90 degree standard elbow
40 = Schedule 40 T =Tee (flow turned 90 degrees
GV =Gate valve
NOTES:
09/17/15 "THE"Sprinkler Program 2001/
/4
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HYDRAULIC DESIGN INFORMATION SHEET
Name: Sun Vail Condos Date: August 27,2015
Location: North Frontage Rd System No.: ONE ONLY
Vail Colorado Contract No.:
Building: CONDOS Drawing No.: FP-1
Contractor: Calculated by: R Cline
File Name: SUN VAIL 2ND FLOOR.the
Construction: ❑x Combustible 0 Noncombustible Ceiling Height: See Plans ft
Occupancy: Light 1 Residential
AHJ: Vail Fire Department
SYSTEM DESIGN
❑x NFPA 13: 0 Light Hazard 0 Ordinary Hazard Group: ❑ Extra Hazard Group:
Figure: 13-R Curve:
❑ Other(Specify):
❑ Specific Rulling:
Made By: Date:
Area of Sprinkler Operation: 4 spks sqft System Type: 0 Wet 0 Dry 0 Deluge 0 Pre-Action
Density: .1 gpm/sqft
Area per Sprinkler: sqft SPRINKLER or NOZZLE
Hose Allowance Inside: gpm Make: Reliable Model: Pendent RFC49
Hose Allowance Outside: 100 gpm Size: 112" in K factor: 4.9
Rack Sprinkler Allowance: gpm Temperature Rating: 155 °F
CALCULATION SUMMARY
Flow Required: 179.46 gpm Pressure Required: 95.84 psi At: CC1
"C" Factor Used: Overhead: 150 Underground: 140
WATER SUPPLY
WATER FLOW TEST PUMP DATA TANK OR RESERVOIR
Date: 9/11/15 Rated Capacity: gpm Capacity: gals
Time: 10: 30 AM At: psi Elevation: ft
Static: 102 18 psi Elevation: ft
Residual: 100.13 psi WELL
Flowing: 885.56 gpm Proof Flow: gpm
Elevation: ft
Location: 2 HYDRANTS IN FRONT OF BUILDING
Source of Information: ACTUAL FLOW TEST STATIC 150 PSI RESIDUAL 147 1300 GPM -31.88
COMMODITY STORAGE
Commodity: Class: Location:
Storage Height: Area: Aisle Width:
Storage Method: Solid Pile: % Palletized: % Rack:
RACK STORAGE
[' Single Row 0 Conventional Pallet ❑ Automatic Storage 0 Encapsulated
❑ Double Row 0 Slave Pallet 0 Solid Shelving 0 Nonencapsulated
❑ Multiple Row ❑ Open
FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING
Longitudinal: in Transverse: in ft in
Digitally signed by Eric L.
Horizontal Barriers Provided: Slater
Eric L
DN:co-Eric L.Slater, 5" /(..fes'L
�o=EBS Design Services, � �
LLC,ou=Nicet Level IV
No 90020, 4
O h.ooSlater k.
/6
2015.09.16 15132
-06'00' //v /LENr
File: SUN VAIL 2ND FLOOR.the Page 1 of 1
Begin End Flow Diameter Type Fittings C-Value Length Eqv Length Ttl Length Fric Loss Ttl FL Elev Loss Velocity
Node Node gpm inches feet feet feet psi/ft psi psi ft/s
S4 < M3 23.32 1.055 CM T 150 1.000 7.768 8.770 0.111 0.98 0.00 8.56
M4 > T1 56.14 1.055 CM T 150 7.250 7.768 15.020 0.565 8.49 0.00 20.60
T1 > S7 18.99 1.055 CM T 150 5.750 7.768 13.520 0.076 1.03 0.00 6.97
T1 > S6 37.14 1.055 CM 150 5.000 0.000 5.000 0.263 1.32 0.00 13.63
S6 > S5 18.33 1.055 CM E 150 7.330 3.107 10.440 0.071 0.74 0.00 6.73
M4 > M3 23.32 1.055 CM 150 8.000 0.000 8.000 0.111 0.89 0.00 8.56
M4 < M5 79.46 1.291 CM 150 19.580 0.000 19.580 0.402 7.87 0.00 19.48
M5 < M6 79.46 1.291 CM 150 1.170 0.000 1.170 0.402 0.47 0.00 19.48
M6 < M7 79.46 1.291 CM T 150 9.000 6.553 15.550 0.402 6.25 3.90 19.48
M7 < TOR 79.46 1.291 CM E,E 150 1.080 6.553 7.630 0.402 3.07 0.00 19.48
TOR < PTI 79.46 1.291 CM 150 10.330 0.000 10.330 0.402 4.15 3.36 19.48
PT1 < BF2 79.46 1.527 CM E 150 1.170 4.671 5.840 0.178 1.04 0.51 13.92
BPI > BF2 79.46 1.610 40 120 1.670 0.000 1.670 0.207 11.26 -0.00 12.52
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 10.92 psi of the total friction loss.
BF1 < PR2 79.46 1.610 40 120 1.670 0.000 1.670 0.207 0.35 0.00 12.52
PR1 > PR2 79.46 1.610 40 120 2.200 0.000 2.200 0.207 12.11 0.00 12.52
The Flow Dependent Pressure Loss Device in the preceding pipe accounts for 11.66 psi of the total friction loss.
PR1 < BR1 79.46 1.610 40 E,E,E 120 2.830 12.000 14.830 0.207 3.07 0.32 12.52
BR1 < BOR 79.46 2.981 CM 150 1.830 0.000 1.830 0.007 0.01 0.79 3.65
BOR < UG2 79.46 4.026 40 E 140 8.000 13.300 21.300 0.002 0.04 3.47 2.00
UG2 < U01 79.46 4.026 40 E,E 140 178.000 26.600 204.600 0.002 0.37 2.17 2.00
UG1 < CC1 79.46 4.026 40 GV,T 140 79.250 29.260 108.510 0.002 0.19 6.50 2.00
09/17/15 "THE" Sprinkler Program 2001
/7
File: SUN VAIL 2ND FLOOR.the Page 1 of 1
Node Pressure Flow Hose Elevation K-factor Area Density
psi gpm gpm feet gpm/(psi)/2 sqft gpm/sqft
T1 16.06 0.00 48.500
S5 14.00 18.33 48.500 4.90 132.00 0.139
S6 14.74 18.81 48.500 4.90 132.00 0.143
S7 15.03 18.99 48.500 4.90 132.00 0.144
M3 23.66 0.00 48.500
S4 22.68 23.32 48.500 4.90 132.00 0.177
M4 24.55 0.00 48.500
M5 32.42 0.00 48.500
M6 32.90 0.00 48.500
M7 43.05 0.00 39.500
TOR 46.12 0.00 39.500
PTI 53.63 0.00 31.750
BFI 66.44 0.00 30.580
BF2 55.18 0.00 30.570
PR2 66.78 0.00 30.580
PRI 78.90 0.00 30.580
BRI 82.30 0.00 29.830
BOR 83.10 0.00 28.000
UG2 86.61 0.00 20.000
UGI 89.14 0.00 15.000
CC1 95.84 179.46 0.000 Source
09/17/15 "THE"Sprinkler Program 2001
/8
File: SUN VAIL 2ND FLOOR.the Page 1 of 1
Hydraulic Summary
WATER SUPPLY INFORMATION:
Static (psi): 102.18
Residual (psi): 100.13
@ (gpm): 885.56
Hose (gpm): 100.00
System req. (gpm): 179.46
@ (psi): 95.84
Supply available: 102.07 psi
Safety margin: 6.24 psi
Maximum velocity in the system is: 20.60 ft/sec in the pipe between Nodes: M4 and T1
Continuity at all nodes satisfied to: 0.01 gpm
Pipe Type Legend Fitting Type Legend
CM = Copper Type M T =Tee (flow turned 90 degrees
40=Schedule 40 E = 90 degree standard elbow
GV =Gate valve
NOTES:
09/17/15 "THE"Sprinkler Program 2001
i9
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