BLD20170071 (2)OV ED41
CITY OF EDMONDS
121 5TH AVENUE NORTH -EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 02/13/2017 Pennit#: BLD20170071
BUILDING PERMIT
Expiration Date: 08/14/2017
Project Address: 24025 74TH AVE W, EDMONDS
Parcel No: 00488800701000
I . I . 1, X1 I "1 9 9 m [4�� mmurm gmv��
FENG LIN FENG LIN RESOLUTION PLUMBING
18230 E VALLEY HWY STE 129 18230 E VALLEY HWY STE 129 C/O SAMUEL SCILLEY
KENT, WA KENT, WA 6704 49TH PL NE
MARYSVILLE, WA 98270
(206) 778-8714 (425) 320-6975
LICENSE #: RESOLP * 844NR EXP:08/19/2018
STAND ALONE FIRE SPRINKLER SYSTEM FOR NEW SFR
VALUATION: $0.00
PERMIT TYPE- Residential
PERMIT GROUP: 30 - Fire Sprinkler
GRADING: N CYDS 0
TYPE OF CONSTRUCTION
RETAININGWALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD
FENCE: 0 X 0 FT.)
CODE 2015
OTHER - ------- OTHER DESC:
ZONE:
NUMBER OF STORIES: 0
VESTED DATE:
NUMBER OF DWELLING UNITS 0
LOT
LXISIING AREA
BASEMENT - 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSED ARFA
IBASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13 RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
BEDROOMS: 0 BATHROOMS: 0
IBEDROOMS: 0 BATHROOMS: 0
FRONTSErBACK SIDESErBACK REARSEIFBACK
REQUIRED: PROPOSED: — 7ZREQUIRED: PROPOSED: IREQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O IREQUIRED: PROPOSED
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOINGTHE WORK AUTHORIZED
THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING, To
WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27�
IS APPLIVATIQN IQ,,)iOT A PERMIT UNTIL SIGNEDBY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
Print
Released By
�71131,7_017
Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCJ 10/ IRCI 10.
ONLINE APPLICANT ASSESSOR
.'w_R
STATUS: ISSUED
BLD20170071
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in witing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• SoundiNoise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00arn to 6:00prn on weekdays and I 0:00arn and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites /activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harrnless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, aris ing directly or indirectly from the issuance for this perrait. Issuance of this pen -nit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCT10N ON THE
PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION.
PERMIT TIME LIMIT SEE ECDC 19.00.005(A)(6)
- --T CALL FOR INSPECTIONS FIRE (425) 775-7720
BUILDING (425) 771-0220 57 13-33 ENGINEERING (425) 771-0220 EXT. 1326 1
I PUBLIC WORKS (425) 771-0235 1 PR&TREATMENT (425) 672-5755 1 RECYCLING (425) 275 86�1
When calling for an inspection please leave the folloming information: Permit Number, Job Site Address, Type of Inspection being
requested, Contact Name and Phone Number, Date Prefereed, and v�fiether you prefer morning or afternoon.
• F-Fire Sprinkler Insulation
• F-Fire Sprinkler Bucket Test
• F-Fire Spfinlder Acceptance
X
/X
DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
h
121 5' Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 2 Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
P OJECT ADDRESS (Atreet, Suite # City State, Zip):
N_&,�!�
Parcel #:
Subdivision/Lot
Project Valuation: $
APPLICANT:
Er= :, A IG /t/
Phone:
9,76 'Jj� �1/4"77
Address (Street, Ci y tate, Zip):
i & - 4! �_- - M q- /X
E-Mail Address:
q,/,0.V .
P R 0! � �glld
Phone: FaV
Address (Street, City, State, Zip):
E-Mail Address:
`1� AGENCY:
Phone:
Fax:
(Street, City, State, Zip):
E-Mail Address:
CONTRACTOR:*
Phone:
77—
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor must have a valid City of Edmonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State Li se #/Exv. Qate: TJ '9
Pr_-soLP AAiA/,k
City Business License #/Exp. Date:
DETAIL THE SCOPE OF WORK: 1_9"
fbk,
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: sq. ft.
Select Basement Type: Finished L] Unfinished LJ
V Floor: sq. ft.
Garage/Carport: sq. ft.
2 n' Floor: sq. ft.
Deck/Cvrd Porch/Patio: sq. ft.
Bedrooms # Full-3/4 Bath # Half -Bath #
'5ther: sq. ft.
Fire Sprinklers: Yes
L
No
0
1 Retaining Wall: Yes
E]
No
Grading: Cut —cu. yds. Fill cu.yds.
I Cut/Fill in Critical Area: Yes L No L
I declare under penalty ofperjury laws that the information I have provided on this formlapplication is true, correct and
complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to
the City of Edmonds.
Print Name: 6,Y% Owner 1� Agent/Other (specify):
Signature: I Date: a/g 12
I 2LJ� VX J I I -
FORM A LTuilding New Folder 201 A4 & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014
R
0
liable
Specifically Listed for use in
Multipurpose Systems that
serve both domestic water
and fire protection.
Sprinkler Type
Residential Flat Concealed Sprinkler listed for
a minimum design density of .05 gpM/ft2 with
It potable water".
* Model RFC30 LL
* Model RFC43 LL
* Model RFC49 LL
Features
1 . National Sanitation Foundation (NSF) Cer-
tified to NSF/ANSI Standard 61 Annex G
(Less than 0.25% Lead content).
2. Very low water flow requirements.
3. Cover plate attachment (Plain or Perforated)
with 112" (13mm) total adjustment
4. Thread-on/off or Push-on/off cover attach-
ment option.
5. Smooth Aesthetic ceiling profile.
6. Available in white, brass, chrome and black
plated or custom painted finishes.
Patent Pending
Listing & Approvals
1. Listed by Underwriters Laboratories, and certified by
UL for Canada (cULus)
2. NSF Cerified to NSF/ANS1 Standard 61 Annex G
Product Description
Model RFC30 LL, RFC43 ILL and RFC49 LL Concealed
Residential Sprinklers are fast response residential fusible
solder link automatic sprinklers. Residential sprinklers dif-
fer from standard sprinklers primarily in their response time
and water distribution patterns. Model RFC30 LL, RFC43
LL and RFC49 LL sprinklers discharge water in a hemi-
spherical pattern below the sprinkler deflector Residen-
tial distribution patterns are higher and generally contain
Bulletin 032 Rev. C
Model RFC30 LL (SIN RA321 1)
Model RFC43 LL (SIN RA3212)
Model RFC49 LL (SIN RA3216)
Residential Flat Concealed
Sprinklers
Perforated Cover Plate
a finer droplet size than standard sprinkler patterns. The
combination of speed of operation and high discharge pat-
tern required for residential sprinklers has demonstrated,
in fire testing, an ability for controlling residential fires, and
thereby providing significant evacuation time for occu-
pants. The RFC30 LL, RFC43 LL and RFC49 ILL Sprinklers
provide the best form of fire protection by combining an at-
tractive appearance and 1/2" (13mm) of cover adjustment
for ease of installation. The small diameter cover plate is
easily and positively attached and blends into the ceiling,
concealing the most dependable fire protection available,
an automatic sprinkler system. The RFC30 LL, RFC43 LL
and RFC49 LL are UL Listed and NSF Certified Residen-
tial Sprinklers to be installed in the residential "potable"
water applications of any occupancy in accordance with
NFPA 13, 13R, & 13D and meets all applicable low lead
standards, .25% or less. The cover plate adjustability of
the RFC30 LL, RFC43 LL and RFC49 LL can reduce the
need for precise cutting of drop nipples. The threaded
cover plate assembly can be adjusted without tools to fit
accurately against the ceiling. The fire protection system
need not be shut down to adjust or remove the cover plate
assembly.
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
0
W
N)
M
CD
X
Application and Installation
For use in fire sprinkler systems that also supply potable water to a
plumbing flxturd or fixtures.
The RFC30 LL, RFC43 LL and RFC49 LL, for residential installa-
tions, use a 165F (74PQ fusible solder link in a tuning fork style sprin-
kler tame with a drop -down deflector This assembly is recessed
into the ceiling and concealed by a flat cover plate. The cover plate
is attached to the skiq, using 135F (57C) ordinary temperature clas-
sification solder When the ceiling temperature rises, the solder hold-
ing the cover plate releases the cover alIDAlingthedeflector to drop
into position and exposing the Sprinkler inside to ceiling temperature.
The subsequent operation of the solder link opens the waterway and
causes the deflector to drop into position to distribute the discharging
water in a hemispherical pattern below the sprinkJer deflector. Any
adjustment of thread engagement between the cover plate and cup
will assure that the drop -down deflector is properl'y located below the
ceiling. The residential distribution pattern contains a finer droplet
size tan a standard sprinkler and the pattern produces significantly
higherwallwetting. After a 211,," inch diameter hole is cut in the ceiling,
the splinkler is to be installed with the Model FC Wrench.
Installation Data:
When installing a Sprinkler, the wrench is first positioned into the
sprinkler/cup assembly and around the hexagonal body of the sprin-
Her frame. The wrench must boftom out against the cup in order to
ensure proper, safe installation. The spdnkler is then tightened into
the pipe fitting. When inserl:ing or removing the wrench from the
sphnkJer/cup assembly, care should be taken to prevent damage to
the sprinkler DO NOT WRENCH ON ANY OTHER PARTOF THE
SPRINKLER /CUP ASSEMBLY. MODELRFC30LL, RFC43LLAND
RFC49 LL CONCEALED SPRINKLERS MUST BE INSTALLED
ONLY WITH 135OF RATED COVERS.
Note: A leak tight 112" NFIT (191/2) sprinkler joint can be obtained
with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers
over maximum recommended torque, It may cause leakage or irn-
pairment of the sprinklers.
Cover assemblies provide up to 1/2" (13mm) of adjustment. Turn
the cover clockwise until the flange is in contact with the ceiling. For
the push-onAhread-off option, the cover assembly is pushed onto the
cup and final adjustment is made by turning the cover clockwise unt-
til the skirt flange makes full contact with the ceiling. Cover removal
Model (SIN)
Thread Size
Inch (mm)
Nominal
Orifice
Inch (mm)
Sprinkler
Temp Rating
CCP Assembly
Temp. Rating
max.
Ambient Temp.
K
Factor
Max.
Pressure
psi(bar)
OF
I OC
OF
Oc
OF
Oc
RFC 30 LL (RA321 1)
112" (15)
21/64(8.2)
165
74
135
57
100
38
3.0(43.2)
175(12)
RFC 43 LL (RA3212)
1/2" (15)
3/,(10)
165
74
135
57
100
38
4.3(62)
175(12)
RFC 49 LL (RA3216)
1 1/2" (15)
1 '/16 (11)
165
74
135
57
100
38
1 4.9(70.6)
175(12)
Note: 1 bar = 100 Kpa
RFC 30 LL
Max. Coverage
Ordinary Temp. Rating
Top of Deflector
minimum
area
Max. Spacing
(1650 40C)
to Ceiling
Installation
Spacing
Flow
Pressure
Ft x Ft (m x m)
Ft (m)
Inch (mm)
Type
Ft (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 112 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 112 to 1(13to 25.4)
,
I
For Ceiling types refer to NFPA 13, 13R or 13D
RFC 43 LL
Max. Coverage
Ordinary Temp. Rating
Top of Deflector
Minimum
area
Max. Spacing
(1650 40c)
to Ceiling
Installation
Spacing
Flow
Pressure
Ft x Ft (m x m)
Ft (m)
Inch (mm)
Type
Ft (m)
12 x 12 (3,6 x 3,6)
12(3,6)
12(4,5)
7.8(0,54)
Smooth Ceilings 1/2 to 1 (13 to 25.4)
14 x 14 (4,3 x 4,3)
14(4,3)
13(49)
9.1(0,63)
16 x 16 (4,9 x 4,9)
16(4,9)
13(49)
9.1(0,63)
Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams 112 to 1 (13 to 25.4)
Concealed
8(2.4)
18 x 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 13D
RFC 49 LL
Max. Coverage
area
Ft x Ft (m x m)
Max. Spacing
Ft (m)
Ordinary Temp. Rating
(1650 40c)
Top of Deflector
to Ceiling
Inch (mm)
Installation
Type
Minimum
Spacing
Ft (m)
Flow
GPM (Umin)
Pressure
PSI (bar)
12 x 12 (3,6 x 3,6)
12(3,6)
13(49)
7.0(0,48)
Smooth Ceilings 1/2 to 1 (13 to 25.4)
Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams 112 to 1 (13 to 25.4)
Concealed
8(2,4)
14 x 14 (4,3 x 4,3)
14(4,3)
13(49)
7.0(0.48)
16 x 16 (4,9 x 4,9)
16(4,9)
13(49
7.0(0,48)
18 x 18 (5,5 x 5,5)
18(5,5)
17(64,3)
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
2.
requires turning in the counter -clockwise direction. In ceilings that
have a plenum space above the sprinider, the pienum space
may have neutral or negative pressurbation but must not be
positively pressi . Inspect all spdnlders after installation to
ensure that the gap between the cover plate and ceiling and the
4 slots in the cup are all open and free from any air flow impe&
menL
Maintenance
Model RFC30 LL, RFC43 LL and RFC49 ILL Concealed
Sprinklers should be inspected quarterly and the sprin-
kler system maintained in accordance with NFPA25. Do
not clean sprinklers with soap and water, ammonia or any
other cleaning fluids. Remove dust by using a soft brush
or gentle vacuuming. Remove any sprinkler cover plate as-
sembly which has been painted (other than factory applied)
or damaged in any way. A stock of spare sprinklers should
be maintained to allow quick replacement of damaged or
operated sprinklers. Prior to installation, sprinklers should
be maintained in the original cartons and packaging until
used to minimize the potential for damage to sprinklers that
would cause improper operation or non -operation.
Model RFC30 LL, RFC43 LL and RFC49 LL
Residential Concealed Sprinkler Specification
Sprinklers shall be cULus Listed and NSF-61 Annex G
certified low flow residential concealed sprinklers with drop -
down deflector and adjustable flat cover plate engineered
for a minimum design density of 0.05gpM/ft2. Sprinkler
frame and deflector shall be of bronze frame construction
having a 112" NPT thread.
Thermal element shall consist of an approved black -
painted beryllium -nickel fusible solder link with symmetric
lever mechanism, maintaining a Teflon -coated Belleville
spring washer and machined brass cap water seal assem-
bly containing no plastic parts. Sprinkler K-factors shall be
a nominal 3.0 (43.2), 4.3 (62) and 4.9 (70.6), having a 3/8"
1 112" REDUCING
7EE OR ELBOW
HI_
2J" [58.42MM] DIA
CUP �
CEILING
[12.70-mj MA.
COVER ADJUSTMENT
CC , COVER PIATEJ
ASSEMBLY
4" [84.21-] DIA.
Specify:
1. Sprinkler Model
2. Cover Plate Finish
3. Thread -On or
Push -On Feature
2p 156_55,J
HOLE IN CEILING
2" [50.8-] MAX
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
J- [4,96-1
X6FG0M
COVER PLATE 112" L12.7mml ADJUSTMENT
and '/16" orifice respectively, Temperature rating shall be
Ordinary 165'F (74'C); cover plate temperature rating to
be 135'F (57C). Cover plate assembly shall consist of a
brass cover plate and copper alloy retainer flange allow-
ing a 112" cover plate adjustment. Any secure engagement
between the cover plate and the cup will assure that the
drop -down deflector is properly located below the ceiling.
A plastic protective cap shall be provided and factory in-
stalled inside the sprinkler cup to protect the drop -down
sprinkler deflector from damage, which could occur during
construction before the cover plate is installed. Standard
cover finish: [Chrome] [White] [Specialty — specify]. Resi-
dential concealed sprinklers shall be Reliable Model RFC30
LL, SIN RA3211 (Bulletin 032), RFC43 LL, SIN RA3212 (Bul-
letin 032) or Model RFC49 LL, SIN RA3216 (Bulletin 032).
Ordering Information Cover Plate Finishes0)
Standard Finishes
Chrome
White Paint
Special Application
Finishes(2)
Bright Brass
Finished Bronze
Black Plating
Black Paint
Off White
Satin Chrome
Other finishes and colors are
available on special order.
Consult factory for details.
Coverplate custom paint is
semi -gloss, unless specified
otherwise.
For the perforated style cover -
plate, consult factory for avail-
ability on these and other cus-
tom finishes.
1 "Moft
3
3.
uponof
Uponor AquaPEXO White
Submittal Information
Revision C: Oct. 7, 2009
Project Information
Job Name:
Location: Part No. Ordered:
Enaineer: Date Submitted:
Contractor: Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: Crosslinked polyethylene PEX-a Engel Method; PEX 5006
Standard Grade Hydrostatic 200OF (930C) at 80 psi
Ratings (PPI): 180OF (820C) at 100 psi
73.40F (230C) at 160 psi
1/2", 3/4", and 1" AquaPEXO White only: 1201F (490C) at 130 psi
Linear Expansion Rate: 1.10"/100F (12-C)/100'
Product Information and Application Use
Uponor AquaPEX White is tubing used for hot and cold domestic potable water distribution, residential
fire safety and radiant heating systems containing no ferrous corrodible components or where ferrous
COMDonents are isolated from the tubina.
V Description Part Number 1. D. (A) O.D. (B) Weight
1/4 " Uponor AquaPEX White, 100-ft. coil
F1040250
0.241"
0.375"
4.0 lbs.
3/a" Uponor AquaPEX White, 400-ft. coil
F1090375
0.350"
0.500"
20.0 lbs.
3/8" Uponor AquaPEX White, 1,000-ft. coil
F1120375
0.350"
0.500"
44.0 lbs.
1/2 " Uponor AquaPEX White, 100-ft. coil*
F1040500
0.475"
0.625"
6.0 lbs.
1/2 " Uponor AquaPEX White, 300-ft. coil*
F1060500
0.475"
0.625"
18.0 lbs.
1/2 " Uponor AquaPEX White, 1,000-ft. coil*
F1120500
0.475"
0.625"
54.0 lbs.
5/8 " Uponor AquaPEX White, 300-ft. coil
F1060625
0.574"
0.750"
28.0 lbs.
s/. " Uponor AquaPEX White, 1000-ft. coil
F1120625
0.574"
0.750"
86.0 lbs.
3/4 " Uponor AquaPEX White, 100-ft. coil*
F1040750
0.671"
0.875"
10.0 lbs.
3/4" Uponor AquaPEX White, 300-ft. coil*
F1060750
0.671"
0.875"
34.0 lbs.
3/4" Uponor AquaPEX White, 500-ft. coil*
F1100750
0.671"
0.875"
54.0 lbs.
1" Uponor AquaPEX White, 100-ft. coil*
F1041000
0.862"
1. 125"
20.0 lbs.
1" Uponor AquaPEX White, 300-ft. coil*
F1061000
0.862"
1.125"
56.0 lbs.
1" Uponor AquaPEX White, 500-ft. coil*
F1101000
0.862"
1.125"
93.0 lbs.
11/4" Uponor AquaPEX White, 100-ft. coil
F1061250
1.054"
1.375"
34.0 lbs.
11/4" Uponor AquaPEX White, 300-ft. coil
F1021250
1.054"
1.375"
106.0 lbs.
11/2" Uponor AquaPEX White, 100-ft. coil
F1061500
1. 244 "
1.625"
44.0 lbs.
11/2" Uponor AquaPEX White, 300-ft. coil
F1021500
1. 244 "
1.625"
133.0 lbs.
2" Uponor AquaPEX White, 100-ft. coil
F1062000
1.629"
2.125"
68.2 lbs.
2" Uponor AquaPEX White, 200-ft. coil
F1052000
1.629"
2.125"
136.4 lbs.
2" Uponor AquaPEX White, 300-ft. coil
F1022000
1.629"
2.125"
204.6 lbs.
3" Uponor AquaPEX White, 100-ft. coil
F1063000
2.400"
3.125"
128.0 lbs.
3" uponor AquaPEX White, 350-ft. coil
F1023000
2.400"
3.125"
442.0 lbs.
Installation
Approved fittings are ProPEXO fittings' for sizes 3/8" throrph 2" AquaPEX. Use WIPEXTM fittings for 3" AquaPEX. Refer to the AquaPEX
Professional Plumbing Installation Handbook, AquaSAFE T Fire Safety Installation Guide or the Uponor Radiant Installation Handbook for details
Standards
Codes
Listings
CSA B137.5; ASTM F876; ASTM
IPC; UPC;
-1/2", 3/4", 1" UL 1821; *ULC/ORD - C 199 P; IAPMO; CSA; HUD; WARNOCK HERSEY; NSF;
F877; ASTM F1960; ASTM-E84;
NSPC;NPC
ITS; UL; ICC; ANSI/NSF 14- and 61-certified;
CAN/ULC S102.2; U.S.: 3/4" diameter and
ASTM-E119/UL 263
of Canada
smaller; Canada: 1" diameter and smaller
Related Applications
Contact Information
PEX-a Plumbing Systems
Uponor, Inc.
Uponor Ltd.
AquaSAFE Fire Safety Systems
5925 148th Street West
2000 Argentia Rd., Plaza 1, Ste. 200
Apple Valley, MN 55124 USA
Mississauga, ON L5N 1WI CANADA
Phone: (800) 321-4739
Phone: (888) 994-7726
Fax: (952) 891-2008
Fax: (800) 638-9517
www.uponor-usa.com
www.uponor.ca
ProPEXO is a registered trademark of Uponor,
Inc. ProPEX- is a trademark of Uponor Ltd.
ProPEXP Ring
Submittal Information
Revision A: March 17, 2009
Project Information
Job Name:
uponof
Location:
Part No. Ordered:
Engineer:
Date Submitted:
Contractor:
Submitted By:
Manufacturer's Representative:
Approved By:
Technical Data
Material:
Density:
PEX-a (Engel Method)
926 to 940 kg/M3
Degree of Crosslinking: 70% to 89%
Product Information and Application Use
Manufactured from PEX-a material, Uponor ProPEXQD Rings are required to
make a proper ProPEX connection.' Red print on the rings indicates hot
lines. The 1/2" and 3/4" ProPEX rings with stop includes a leading edge
chamfer and stop edge.
Description
ProPEX Ring, 3/a"
ProPEX Ring with Stop, 1/2" (red print)
ProPEX Ring with Stop, 1/2"
ProPEX Ring, 5/8"
ProPEX Ring with Stop, 3/4"
ProPEX Ring, I"
ProPEX Ring, 11/4"
ProPEX Ring, 11/2"
ProPEX Ring, 2"
Installation
Part Number
Length
i.d.
o.d.
Weight
Q4690302
0.54"
0.49"
0.74"
0.005 lbs.
Q4690511
0.63"
0.63"
0.87"
0.006 lbs.
Q4690512
0.63"
0.63"
0.87"
0.006 lbs.
Q4680625
0.79"
0.75"
1.001,
0.008 lbs.
Q4690756
0.87"
0.881,
1.13"
0.012 lbs.
Q4681000
1.101,
1.13"
1.42"
0.020 lbs.
Q4681250
1.35"
1.38"
1.66"
0.030 lbs.
Q4681500
1.61"
1.63"
1.911,
0.040 lbs.
Q4682000
1.97"
2.14"
2.61"
0.133 lbs.
Square cut the Uponor ProPEX tubing. Remove excess material. Slide the ProPEX Ring over the end of the tubing (maximum 'Ile' over -hang).
When using the 1/2" ProPEX Ring with stop edge, slide the ring on (i.e., chamfered edge first) until the end of the tubing contacts the stop
edge. Expand tubing and ring. Rotate tool a quarter turn after each expansion to prevent the formation of grooves. Remove the expansion
tool and fully seat the tubing and ring against the shoulder of the fitting. You should make ProPEX connections at temperatures above
50F /-150C. For more information, refer to the AquaPEX8 Professional Plumbing Installation Handbook, AQUASAFEO Fire Safety Installation
Guide or the Uponor Radiant Installation Handbook.
Standards
ASTM F1960
Codes
IPC; UPC; NSPC; NPC of Canada
Listings
UL 1821 (1/2", 3/4" and J."); ULC/ORD - C 199 P (1/2", 3/4" and 1"); HUD MR 1269; ICC ESR 1099; ANSI/NSF 14- and 61-certified
Related Applications Contact Information
PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd.
Radiant Heating and Cooling Systems 5925 148 th Street West 2000 Argentia Rd., Plaza 1, Ste. 200
AQUASAFE Fire Safety Systems Apple Valley, MN 55124 USA Mississauga, ON L5N IWI CANADA
Phone: (800) 321-4739 Phone: (888) 994-7726
Fax: (952) 891-2008 Fax: (800) 638-9517
www.uponor-usa.com www.uponor.ca
'ProPEXO is a registered trademark of Uponor, Inc. ProPEX is a trademark of Uponor Ltd.
ProPEXO Engineered Polymer (EP) Tee Uponof
Submittal Information
Revision D: June 8, 2012
Project Information
Job Name:
Location:
Part No. Ordered:
Engineer:
Date Submitted:
Contractor:
Submitted By:
Manufacturer's Representative:
Approved By:
Technical Data
Material: UDEO Polysulfone, 20% Glass -reinforced (1/2" to 1")
AcudelO Modified Polyphenylsulfone (11/4" to 11/2")
RadelO Polyphenylsulfone (2")
Maximum Temperature
(no pressure): 320-F(160-C)
Maximum Working
Temperature/Pressure: 210OF (990C) at 150 psi (1,034 kPa)
Product Information and Application Use
The ProPEXO Engineered Polymer (EP) Tee makes diverting connections for
Uponor crosslinked polyethylene (PEX-a) tubing for use in hot and cold
domestic potable water systems, residential fire sprinkler systems and
hydronic radiant heating and cooling systems. Each end of the tee is
manufactured with an Uponor ProPEX fitting for connections to Uponor
AquaPEXO or Wirsbo hePEXT" tubing.'
Note: Branch size is listed last in the part descriptions.
V Description
Part Number
A
B
Weight
[3 ProPEX EP Tee, 1/2" PEX x 1/2" PEX x 1/2" PEX
Q4755050
2.50"
1.53"
0.02 lbs.
ProPEX EP Tee, 3/4" PEX x 3/4" PEX x 3/4" PEX
Q4757575
3.30"
1.94"
0.05 lbs.
ProPEX EP Tee, 1" PEX x I" PEX x 1" PEX
Q4751010
4. 10"
2.47"
0.07 lbs.
E3 ProPEX EP Tee, 11/4" PEX x 11/4" PEX x 11/4" PEX
Q4751313
4.80"
3.22"
0. 15 lbs.
E] ProPEX EP Tee, 11/2" PEX x 11/2" PEX x 11/2" PEX
Q4751515
5.80"
3.82"
0.25 lbs.
D ProPEX EP Tee, 2" PEX x 2" PEX x 2" PEX
Q4752000
7.45"
4.79"
0.38 lbs.
Installation
Use the appropriate ProPEX Ring for PEX-a tubing. Refer to the Uponor AquaPEXO Professional Plumbing Installation Guide, AquaSAFE TM
Residential Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional information.
Standards
CAN/CSA B137.5; ASTM F877; ASTM F1960
Codes
IPC; UPC; NSPC; NPC of Canada
Listings
IAPMO 3558; ANSI/NSF 14- and 61-certified; HUD MR 1269; ICC ESR 1099; UL 1821; ULC/ORD-C199P
Related Applications Contact Information
PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd.
Hydronic Radiant Heating and Cooling Systems 5925 148th Street West 2000 Argentia Road, Plaza 1, Suite 200
Snow Melting Systems Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA
Turf Conditioning Systems Phone: (800) 321-4739 Phone: (888) 994-7726
Permafrost Prevention Systems Fax: (952) 891-2008 Fax: (800) 638-9517
AquaSAFE Fire Safety Systems www.uponorpro.com www.uponorpro.com
1 ProPEXO is a registered trademark of Uponor, Inc. ProPEX'" is a trademark of Uponor Ltd.
ProPEXO Engineered Polymer (EP) Reducing Tee Uporlof
Submittal Information
Revision E: June 8, 2012
Project Information
Job Name:
Location: Part No. Ordered:
Engineer: Date Submitted:
Contractor: Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: UDELS Polysulfone, 20% Glass -reinforced (1/2 to I")
AcudelQD Modified Polyphenylsulfone (11/4" to 11/2")
RadelO R Poly phenylsu Ifone (2")
Maximum Temperature (no pressure): 320OF(1600C)
Max. Working Temperature/Pressure: 210OF (990C) at 150 psi (1,034 kPa)
Product Information and Application Use
The ProPEXO Engineered Polymer (EP) Reducing Tee makes diverting connections for Uponor
crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic potable water
systems, residential fire sprinkler systems and hydronic radiant heating and cooling systems.
Each end of the tee is manufactured with an Uponor ProPEX fitting for connections to Uponor
AquaPEXO or Wirsbo hePEXT1 tubing.' Note: Branch size is listed last in the part descriptions.
V Description Part Number Length (A) Height (B) Weight
[]
ProPEX EP Reducing Tee, 1/2" PEX x 1/2" PEX x Y4" PEX
Q4755575
2.86"
1.76"
0.03 lbs.
E]
ProPEX EP Reducing Tee, 3/4" PEX x 1/2 PEX x 1/2" PEX
Q4757555
3.10"
1.70"
0.04 lbs.
ProPEX EP Reducing Tee, 3/4 P E X x 1/2 PEX x 3/4" PEX
Q4757557
3.10"
1.94"
0.04 lbs.
ProPEX EP Reducing Tee, 3/4 P E X x 3/4 P E X x 5/b " P E X
Q4757563
3.30"
1.85"
0.05 lbs.
E]
ProPEX EP Reducing Tee, Y4" PEX x 3/4" PEX x 1/2" PEX
Q4757550
3.30"
1.70"
0.04 lbs.
EJ
ProPEX EP Reducing Tee, Y4" PEX x 3/4 " PEX x 1" PEX
Q4757710
3.64"
2.32"
0.08 lbs.
ProPEX EP Reducing Tee, I" PEX x 3/4" PEX x 3/4" PEX
Q4751775
3.90"
2.24"
0.08 lbs.
ProPEX EP Reducing Tee, 1" PEX x 3/4" PEX x 1" PEX
Q4751751
3.90"
2.47"
0.08 lbs.
r]
ProPEX EP Reducing Tee, 1" PEX x 1" PEX x 1/2" PEX
Q4751150
4.10"
2.00"
0.08 lbs.
ProPEX EP Reducing Tee, I" PEX x 1" PEX x 3/4" PEX
Q4751175
4.10"
2.24"
0.09 lbs.
ProPEX EP Reducing Tee, 11/4" PEX x 1" PEX x 3/4" PEX
Q4751317
4.60"
2.73"
0.11 lbs.
ProPEX EP Reducing Tee, 11/4" PEX x 1" PEX x 1" PEX
Q4751311
4.60"
2.97"
0.12 lbs.
ProPEX EP Reducing Tee, 11/4" PEX x 11/4" PEX x 3/4" PEX
Q4751337
4.80"
2.73"
0.13 lbs.
ProPEX EP Reducing Tee, 11/4" PEX x 11/4" PEX x I" PEX
Q4751331
4.80"
2.97"
0.14 lbs.
ProPEX EP Reducing Tee, 11/2" PEX x 1" PEX x 3/4" PEX
Q4751517
5.25"
3.06"
0.17 lbs.
C]
ProPEX EP Reducing Tee, 11/2" PEX x 1" PEX x 1" PEX
Q4751511
5.25"
3.30"
0. 18 lbs.
ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 3/4" PEX
Q4751537
5.50"
2.65"
0.18 lbs.
ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 1" PEX
Q4751531
5.501,
2.85"
0.19 lbs.
ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 11/4" PEX
Q4751533
5.501,
3.15"
0.21 lbs.
ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 3/4" PEX
Q4751557
5.80"
3.06"
0.20 lbs.
E:1
ProPEX EP Reducing Tee, 1112." PEX x 11/2" PEX x 1" PEX
Q4751551
5.75"
3.30"
0.21 lbs.
[:1
ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 11/4" PEX
Q4751553
5.80"
3.56"
0.22 lbs.
El
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 3/4" PEX
Q4752575
6.62"
3.30"
0.30 lbs.
El
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 1" PEX
Q4752051
6.50"
3.40"
0.30 lbs.
El
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 11/4" PEX
Q4752053
6.62"
3.80"
0.34 lbs.
0
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 11/2" PEX
Q4752055
6.62"
4.10"
0.35 lbs.
El
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 3/4" PEX
Q4752275
6.93"
3.30"
0.34 lbs.
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x I" PEX
Q4752210
6.93"
3.40"
0.36 lbs.
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 11/4" PEX
Q4752213
6.62"
3.80"
0.37 lbs.
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 11/2" PEX
Q4752215
7.13"
4.10"
0.44 lbs.
Installation
Use
the appropriate ProPEX Ring for PEX-a tubing. Refer to the
Uponor AquaPEXO Professional Plumbing Installation
Guide, AquaSAFETI
Residential
Fire Sprinkler Installation Guide or Uponor Radiant
Installation Handbook for additional information.
Standards Codes
Listings
CAN/CSA B137.5; ASTM F877; IPC; UPC; NSPC; NPC of Canada NSF U.P. CODE; ANSI/NSF 14- and 61-certified; HUD MR 1269;
ASTM F1960
ICC ESR 1099; UL 1821 and ULC/ORD-C199P (except Q4757563)
Related Applications
Contact Information
PEX-a Plumbing Systems
Uponor, Inc.
Uponor Ltd.
Hydronic Radiant Heating and Cooling Systems
5925 148 th Street West
2000 Argentia Rd., Plaza 1, Ste. 200
Snow and Ice Melting Systems
Apple Valley, MN 55124 USA
Mississauga, ON L5N 1WI CANADA
Turf Conditioning Systems
Phone: (800) 321-4739
Phone: (888) 994-7726
Permafrost Protection Systems
Fax: (952) 891-2008
Fax: (800) 638-9517
AquaSAFE Fire Safety Systems
www.uponorpro.com
www.uponorpro.com
1 ProPEXO is a registered trademark of Uponor, Inc. ProPEX is a trademark of Uponor Ltd.
ProPEX-0 Engineered
Submittal Information
Revision D: June 8, 2012
Project Information
Polymer (EP) Elbow
Uponof
Location:
Part No. Ordered:
Engineer:
Date Submitted:
Contractor:
Submitted By:
Manufacturer's Representative:
Approved By:
Technical Data
Material: UDELO Polysulfone, 20% Glass -reinforced (1/2 to 1")
AcudelO Modified Polyphenylsulfone (11/4" to 11/2")
RadelO R Polyphenylsulfone (2")
Maximum Temperature
(no pressure): 320-F(160-C)
Maximum Working
Temperature/Pressure: 210OF (990C) at 150 psi (1,034 kPa)
Product Information and Application Use
The ProPEXO Engineered Polymer (EP) Elbow makes 90-degree connections for
Uponor crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic
potable water systems, residential fire safety and hydronic radiant heating and
cooling systems. Each end of the elbow is manufactured with an Uponor ProPEX
fitting for connections to Uponor AquaPEXO or Wirsbo hePEXTM tubing.'
I -A
B
V Description
Part
A
B
Weight
Number
E] ProPEX EP Elbow, 1/2" PEX x 1/2" PEX
Q4760500
1.30"
1.30"
0.02 lbs.
0 ProPEX EP Elbow, 3/4" PEX x 3/4" PEX
Q4760750
1.60"
1.60"
0.03 lbs.
0 ProPEX EP Elbow, 1" PEX x 1" PEX
Q4761000
2. 10"
2.10"
0.07 lbs.
ProPEX EP Elbow, 11/4" PEX x 11/4" PEX
Q4761250
2.45"
2.45"
0.11 lbs.
ProPEX EP Elbow, 11/2" PEX x 11/2" PEX
Q4761500
2.77"
2.77"
0. 18 1 bs.
ProPEX EP Elbow, 2" PEX x 2" PEX
Q4762000
3.76"
3.76"
0.30 lbs.
Installation
Use the appropriate ProPEX Ring for PEX-a tubing.
Refer to the Uponor AquaPEXO Professional
Plumbing Installation Guide, AquaSAFE'"
Residential Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional
information.
Standards
CAN/CSA B137.5; ASTM F877; ASTM F1960
Codes
IPC; UPC; NSPC; NPC of Canada
Listings
IAPMO 3558; ANSI/NSF 14- and 61-certified; HUD MR 1269; ICC ESR 1099; UL 1821; ULC/ORD-C199P
Related Applications Contact Information
PEX-a Plumbing Systems
Uponor, Inc.
Uponor Ltd.
Hydronic Radiant Heating and Cooling Systems
5925 148th Street West
2000 Argentia Road, Plaza 1, Suite 200
Snow Melting Systems
Apple Valley, MN 55124 USA
Mississauga, ON L5N 1W1 CANADA
Turf Conditioning Systems
Phone: (800) 321-4739
Phone: (888) 994-7726
Permafrost Prevention Systems
Fax: (952) 891-2008
Fax: (800) 638-9517
AquaSAFE Fire Safety Systems
www.uponorpro.com
www.uponorpro.com
1 ProPEX8 is a registered trademark of Uponor, Inc. ProPEX is a trademark of Uponor Ltd
uponof
ProPEXO Fire Sprinkler Adapter
Submittal Information
Revision B: March 17, 2009
Project Information
Job Name:
Location:
-Part No. Ordered:
Engineer:
Date Submitted:
Contractor:
Submitted By:
Manufacturer's Representative:
Approved By:
Technical Data
Material: 300 Series Stainless Steel
Product Information and Application Use
Use the ProPEXO Fire Sprinkler Adapter in conjunction with the
appropriate sprinkler to provide a multi -purpose residential fire
sprinkler system'. For residential applications, the system is
installed with the cold -potable portion of the Uponor plumbing
system. Make connections with Uponor ProPEX fittings. These
fittings are designed for use only with 3/4" or 1" AquaPEXO
White tubing in the Uponor AQUASAFEO Looped System.
=EM
E
D
A
C
v" Description Part A B C D E Weight
Number
F] ProPEX Fire Sprinkler Adapter, 3/4" PEX x 1/2" FNPT Q7517550 0.75" 1.88" 2.50" 1.82" 1.41" 0.268 lbs.
RProPEX Fire Sprinkler Adapter, 1" PEX x 1/2" FNPT Q7511050 0.75" 1.88" 2.50" 2.06" 1.54" 0.408 lbs.
Installation
Use appropriate ProPEX Ring for connecting the tubing. Refer to the AquaPEX Installation Handbook or the Uponor AQUASAFEO
Installation Guide for additional information.
Standards
CAN/CSA B137.5; ASTM F877; ASTM F 1960
Codes
IPC; UPC; NSPC; IRC; IMC; NPC of Canada
Listings
ANSI/NSF 14- and 61-certified; U.P. Code; ICC ESR 1099; HUD MR 1269; UL 1821; ULC/ORD - C 199 P
Related Applications
Contact Information
PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd.
AQUASAFE Fire Safety Systems 5925 148th Street West 2000 Argentia Rd., Plaza 1, Ste. 200
Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA
Phone: (800) 321-4739 Phone: (888) 994-7726
Fax: (952) 891-2008 Fax: (800) 638-9517
www.uponor-usa.com www.uponor.ca
'ProPEXO is a registered trademark of Uponor, Inc. ProPEXI" is a trademark of Uponor Ltd.
The Design Criteria for Sloped & Sloped Beamed Ceilings in NFPA 13D
One and Two Family Dwellings & Manufactured Homes Has Changed.
f 02 L L L/1'
A
'��C *_8
ELCV-"0N.1
LISTED AREA OF COVERAGE
CORRESPONDS TO CEILING SLOP
L -THE MAXIMUM LISTED SPRINKLER
SPACING LENGTH 0(r-(rMAXIMU1K
(V.W MINiMUK .
L12 - ONE HALF THE MAXIMUM LISTED
SPRINKLER SPACING (5'.TMAXIMU4
(4'4rMINIMUM)
W -THE MAXIMUM LISTED SPRINKLER
SPACING. WIDTH (IV-01
A T4r MAXIMUM.
8 RANGE: 2112 (9.41 � 8 $6112 (33.71 .
C V-(r MINIMUM.
L
A-T (r.AXIMLOA
A Tentative Interim Amendment (TIA
No-1028R) to NFPA 13D for 2010 has been
issued by the NFPA Standards Council.
Testing supported by The Fire Protection
Research Foundation indicates that
residential sprinklers listed for applications
with smooth, flat ceilings can meet the stated
purpose in NFPA 13D standards when
installed on a sloped or sloped and beamed
ceiling.
Sloped and Sloped/Beamed Ceili , ngs, under
certain conditions, can now be protected with
residential sprinklers based upon a maximum
two (2) sprinkler demand that has the same
flow rate as the sprinklers smooth, flat ceiling
listing.
The TIA No.1 028R revises NFPA 13D - 2010 edition sections�8-1.2, 8.1.3, A.8.,11.2, and A.8.1.3.
Please read and adhere to these sections for the complete new design criteria.
A brief recap:
The sprinklers in the design area shall be all of the sprinklers in a compartment, up to a maximum of
two, which require the greatest demand for:
• Smooth, flat ceilings to a maximum 24 feet in height.
• Smooth, ceilings (with no beams) sloped up to 8/12 and a maximum ceiling
height of 24' above the floor.
9 A ceiling with beams up to 14" deep sloped up to 8/12 and a maximum ceiling
height of 24'above the floor. Pendent sprinklers shall be installed under the"beams and
the compartment cannot exceed 600 square feet. I
A ceiling with beams of any depth sloped up to 8/12 and a maximum ceiling
height of 24'above the floor. Sidewall or pendent sprinklers shall be installed in each pocket
formed by the beams and the compartment cannot exceed 600 square feet.
�All Re1iabId__rd§1db_hti6I tprinklerscan be Used for the_§e applidation§-bas6d
I ressure as listed for smooth and flat ceilings. (See Bulletins: 135,-006, 033 and- 032)-.1
p
This TIAis for 13D applications only. Changes to 13R will be in the 2013 Edition. Our special 10'x 10'
spacing listings for sloped ceilings are still advantageous for 13R installations. (See Table 9, Bulletin
035).
For any questions, please contact Technical Services at 1-800-55-RASCO.
The Reliable Automafic Spirlinkler Co., Inc. - Manufacturer & Distributor of Fire Protection Equipment
www.reliablesprinkler.com e 1.80OA31.1588
.............. a ..... W.-M
WASHINGTON STATE so
CERTIFICATE OF COMPETENCY a
FIRE PROTW"ON SISKINKLER SYSTEMS on
RA
SjfnatU(>Y Date 1213-IMT
b..W ......... W.
Allow
r)]ESIGN
A-PEX Design Services, Inc.-EP
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
sales@a-pexdesignservices.com
Job Name FENG RESIDENCE - One Head Calculation (H.38)
Drawing
Location 24025 74th AVE WEST EDMONDS WA 98026
Remote Area MECIPOVE
Contract 170109-02
Data File : 170109-02 Feng Residence.wxl JAN 17 2017
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Z
A-PEX Design Services, Inc.-EP
FENG RESIDENCE - One Head Calculation (H.38)
HYDRAULIC DESIGN INFORMATION SHEET
Page 1
Date 1/9/2017
Name - FENG RESIDENCE Date 01-09-2017
Location - EDMONDS WA 98026
Building - System No. -
Contractor - HOMEOWNER Contract No. 170109-02
Calculated By - STEPHANIE FAHEY Drawing No. -
Construction: (X) Combustible Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: Wl )2 )4
S )Other
T )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 17 Gpm System Type
Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 18 x 18 ) Deluge ( ) PreAction
E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49
I Elevation at Highest Outlet - 124 Feet Size 3/8 K-Factor 4.9
G Note: Temperature Rating 155
N
Calculation Gpm Required 17 Psi Required 58.45 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W
Water Flow Test:
Pump Data:
Tank or Reservoir:
A
Date of Test -
Rated Cap.
Cap.
T
Time of Test -
@ Psi
Elev.
E
Static (Psi) - 95
Elev.
R
Residual (Psi) - 90
Other
Well
Flow
(Gpm) - 300
Proof Flow Gpm
S
Elevation - 100
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 VVindharn N.H. USA 03087
Water Supply Curve C
A- ' PEX Design Services, Inc.-EP Page 2
FENG RESIDENCE - One Head Calculation (H.38) Date 1/9/2017
City Water Supp!y: Demand:
C1 - Static Pressure : 95 D1 - Elevation 10.394
C2 - Residual Pressure: 90 D2 - System Flow :16.995
C2 - Residual Flow 300 D2 - System Pressure 58.452
Hose (Demand)
D3 - System Demand 16.995
Safety Margin 36.524
150
140
130
p 120
R 110
E ioo
C2
S 90
S 80
u 70
D2
R 60
E 50
40
30
20
1
10
D1
50 100 150 200 250 300 350 400 450
FLOW (N - 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
A-PEX Design Services, Inc.-EP
FENG RESIDENCE - One Head Calculation (H.38)
Page
Date
3
1/9/2017
Fitting Legend
Abbrev. Name
C Roll Groove Coupling 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
E 90' Standard Elbow 2 2
2
3
4
5
6
7
8
10
12
14
18
22
27
35
40 45
50
61
G Generic Gate Valve 1 1
1
1
1
1
1
1
1
2
2
3
4
5
6
7
8 10
11
13
T 90' Flow thru Tee 3 4
5
6
8
10
12
15
17
20
25
30
35
50
60
71
81 91
101
121
Uel * Aquapex 90 Elbow 11 11
12
11
13
18
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Utb * Aquapex Tee - Branch 2 17
14
9
12
17
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Utr * Aquapex Tee - Run 1 2
2
4
2
1
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summ.ary - NFPA 2007
A-PEX Design Services, Inc.-EP Page 4
FENG RESIDENCE - One Head Calculation (H.38) Date 1/9/2017
SUPPLYANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR
95.0 90
300.0
94.975 17.0 58.452
NODEANALYSIS
Pressure
Discharge
Node Tag
Elevation Node Type
atNode
at Node Notes
H.38
124.0 4.9
12.03
17.0
H.28
124.0
13.04
T.51
124.0
13.57
H.25
124.0
13.96
T.49
124.0
14.39
T.43
116.0
19.74
T.44
116.0
20.02
H.16
116.0
20.38
T.53
116.0
20.54
T.54
116.0
20.62
T.52
116.0
21.14
S.1
104.0
26.63
PRV
100.0
43.61
CPL
100.0
44.27
MTR
100.0
56.03
STR
100.0
58.45
T.58
124.0
12.42
H.36
124.0
12.8
H.32
124.0
13.41
H.33
124.0
13.85
T.56
124.0
14.24
T.48
116.0
19.97
HA 1
124.0
13.67
H.12
124.0
13.74
H.9
124.0
13.91
H.10
124.0
14.08
H.24
124.0
14.23
T.50
124.0
14.28
H.23
124.0
14.37
T.57
124.0
14.24
H.37
124.0
14.25
H.34
124.0
14.25
H.30
124.0
14.26
H.7
116.0
19.74
H.8
116.0
19.77
H.2
116.0
19.8
HA
116.0
19.83
HA
116.0
19.86
H.3
116.0
19.87
H.5
116.0
19.89
T.42
116.0
19.9
H.17
116.0
19.92
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-PE)� Design Services, Inc.-EP Page 5
FENG RESIDENCE - One Head Calculation (H.38) Date 1/9/2017
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node
H.20
116.0
19.94
T.45
116.0
19.95
T.46
116.0
19.95
H.19
116.0
19.96
H.21
116.0
19.96
T.55
108.0
23.7
H.26
108.0
23.77
H.39
108.0
23.84
T.59
108.0
23.86
H.27
108.0
23.71
H.13
108.0
23.73
H.14
108.0
23.75
H.15
108.0
23.76
H.22
108.0
23.77
T.47
108.0
23.77
H. 18
108.0
23.79
H.31
108.0
23.8
H.41
108.0
23.81
T.60
108.0
23.82
H.35
108.0
23.83
H.40
108.0
23.85
Notes
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page 6
FENG RESIDENCE - One Head Calculation (H.38)
Date 1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
.'C"
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pin
H.38
7.62
0.862
Uel
11.0
15.000
12.030
K Factor = 4.90
to
150.0
0.0
12.000
0.0
H.28
7.62
0.0376
0.0
27.000
1.015
Vel =
4.19
H.28
0.0
0.862
Uel
11.0
2.000
13.045
to
150.0
0.0
12.000
0.0
T.51
7.62
0.0376
0.0
14.000
0.527
Vel =
4.19
T.51
-2.80
0.862
Utb
17.0
10.000
13.572
to
150.0
0.0
14.000
0.0
H.25
4.82
0.0161
0.0
24.000
0.387
Vel =
2.65
H.25
0.0
0.862
Uel
11.0
15.000
13.959
to
150.0
0.0
12.000
0.0
T.49
4.82
0.0161
0.0
27.000
0.435
Vel =
2.65
T.49
3.55
0.862
2Utb
34.0
14.000
14.394
to
150.0
0.0
28.000
3.465
T.43
8.37
0.0447
0.0
42.000
1.879
Vel =
4.60
T.43
-1.07
0.862
Utr
2.0
6.000
19.738
to
150.0
0.0
2.000
0.0
T.44
7.3
0.0348
0.0
8.000
0.278
Vel =
4.01
T.44
-2.65
0.862
Uel
11.0
12.000
20.016
to
150.0
0.0
12.000
0.0
H.16
4.65
0.0151
0.0
24.000
0.362
Vel =
2.56
H.16
0.0
0.862
Utr
2.0
9.000
20.378
to
150.0
0.0
2.000
0.0
T.53
4.65
0.0151
0.0
11.000
0.166
Vel =
2.56
T.53
0.0
0.862
Utr
2.0
3.000
20.544
to
150.0
0.0
2.000
0.0
T.54
4.65
0.0152
0.0
5.000
0.076
Vel =
2.56
T.54
2.65
0.862
Utb
17.0
1.000
20.620
to
150.0
0.0
14.000
0.0
T.52
7.3
0.0347
0.0
15.000
0.521
Vel =
4.01
T.52
9.70
1.244
T
3.443
7.000
21.141
to
150.0
0.0
3.443
5.197
SA
17.0
0.0278
0.0
10.443
0.290
Vel =
4.49
S.1
0.0
1.244
2E
3.443
5.000
26.628
to
150.0
C
0.43
3.873
16.732
Fixed Loss 15
PRV
17.0
0.0278
0.0
8.873
0.247
Vel =
4.49
PRV
0.0
1.244
2E
3.443
20.000
43.607
to
150.0
C
0.43
3.873
0.0
CPIL
17.0
0.0278
0.0
23.873
0.663
Vel =
4.49
CPL
0.0
1.244
2E
3.443
60.000
44.270
to
150.0
0.0
3.443
10.000
Fixed Loss 10
MTR
17.0
0.0278
0.0
63.443
1.763
Vel =
4.49
MTR
0.0
0.995
E
2.336
20.000
56.033
to
150.0
T
5.841
9.345
0.0
STIR
17.0
0.0824
G
1.168
29.345
2.419
Vel =
7.01
0.0
17.00
58.452
K Factor= 2.22
H.38
9.37
0.862
0.0
7.000
12.030
to
150.0
0.0
0.0
0.0
T.58
9.37
0.0551
0.0
7.000
0.386
Vel =
5.15
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page
7
FENG RESIDENCE - One Head Calculation (H.38)
Date
1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
I.C11
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.58
0.0
0.862
Utr
2.0
5.000
12.416
to
150.0
0.0
2.000
0.0
H.36
9.37
0.0551
0.0
7.000
0.386
Vel =
5.15
H.36
0.0
0.862
Utr
2.0
9.000
12.802
to
150.0
0.0
2.000
0.0
H.32
9.37
0.0551
0.0
11.000
0.606
Vel =
5.15
H.32
0.0
0.862
Utr
2.0
6.000
13.408
to
150.0
0.0
2.000
0.0
H.33
9.37
0.0552
0.0
8.000
0.442
Vel =
5.15
H.33
0.0
0.862
Utr
2.0
5.000
13.850
to
150.0
0.0
2.000
0.0
T.56
9.37
0.0550
0.0
7.000
0.385
Vel =
5.15
T.56
-0.75
0.862
2Utb
34.0
20.000
14.235
to
150.0
0.0
28.000
3.465
T.48
8.62
0.0472
0.0
48.000
2.268
Vel =
4.74
T.48
1.07
0.862
Utb
17.0
6.000
19.968
to
150.0
0.0
14.000
0.0
T.52
9.69
0.0586
0.0
20.000
1.173
Vel =
5.33
0.0
9.69
21.141
K Factor=
2.11
T. 51
2.80
0.862
Utr
2.0
15.000
13.572
to
150.0
0.0
2.000
0.0
H. 11
2.8
0.0059
0.0
17.000
0.100
Vel =
1.54
HA 1
0.0
0.862
Utr
2.0
10.000
13.672
to
150.0
0.0
2.000
0.0
H.12
2.8
0.0059
0.0
12.000
0.071
Vel =
1.54
H.12
0.0
0.862
Uel
11.0
16.000
13.743
to
150.0
0.0
12.000
0.0
H.9
2.8
0.0059
0.0
28.000
0.165
Vel =
1.54
H.9
0.0
0.862
Uel
11.0
15.000
13.908
to
150.0
Utr
2.0
14.000
0.0
H.10
2.8
0.0059
0.0
29.000
0.172
Vel =
1.54
H.10
0.0
0.862
Uel
11.0
14.000
14.080
to
150.0
0.0
12.000
0.0
H.24
2.8
0.0059
0.0
26.000
0.153
Vel =
1.54
H.24
0.0
0.862
0.0
7.000
14.233
to
150.0
0.0
0.0
0.0
T.50
2.8
0.0060
0.0
7.000
0.042
Vel =
1.54
T.50
0.75
0.862
Utr
2.0
8.000
14.275
to
150.0
0.0
2.000
0.0
H.23
3.55
0.0091
0.0
10.000
0.091
Vel =
1.95
H.23
0.0
0.862
Utr
2.0
1.000
14.366
to
150.0
0.0
2.000
0.0
T.49
3.55
0.0093
0.0
3.000
0.028
Vel =
1.95
0.0
3.55
14.394
K Factor=
0.94
T.56
0.75
0.862
Utr
2.0
2.000
14.235
to
150.0
0.0
2.000
0.0
T.57
0.75
0.0008
0.0
4.000
0.003
Vel =
0.41
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page
8
FENG RESIDENCE - One Head Calculation (H.38)
Date
1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"Cl,
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.57
0.0
0.862
Uel
11.0
7.000
14.238
to
150.0
0.0
12.000
0.0
H.37
0.75
0.0005
0.0
19.000
0.009
Vel =
0.41
H.37
0.0
0.862
0.0
9.000
14.247
to
150.0
0.0
0.0
0.0
H.34
0.75
0.0006
0.0
9.000
0.005
Vel =
0.41
H.34
0.0
0.862
Utr
2.0
9.000
14.252
to
150.0
0.0
2.000
0.0
H.30
0.75
0.0005
0.0
11.000
0.006
Vel =
0.41
H.30
0.0
0.862
Utb
17.0
7.000
14.258
to
150.0
Uel
11.0
26.000
0.0
T.50
0.75
0.0005
0.0
33.000
0.017
Vel =
0.41
0.0
0.75
14.275
K Factor=
0.20
T.43
1.07
0.862
Utr
2.0
4.000
19.738
to
150.0
0.0
2.000
0.0
H.7
1.07
0.0010
0.0
6.000
0.006
Vel =
0.59
H.7
0.0
0.862
Uel
11.0
15.000
19.744
to
150.0
0.0
12.000
0.0
H.8
1.07
0.0010
0.0
27.000
0.026
Vel =
0.59
H.8
0.0
0.862
Uel
11.0
15.000
19.770
to
150.0
0.0
12.000
0.0
H.2
1.07
0.0010
0.0
27.000
0.027
Vel =
0.59
H.2
0.0
0.862
Uel
11.0
15.000
19.797
to
150.0
Utr
2.0
14.000
0.0
H. 1
1.07
0.0010
0.0
29.000
0.029
Vel =
0.59
HA
0.0
0.862
Uel
11.0
22.000
19.826
to
150.0
0.0
12.000
0.0
HA
1.07
0.0010
0.0
34.000
0.033
Vel =
0.59
HA
0.0
0.862
Utr
2.0
10.000
19.859
to
150.0
0.0
2.000
0.0
H.3
1.07
0.0010
0.0
12.000
0.012
Vel =
0.59
H.3
0.0
0.862
Uel
11.0
9.000
19.871
to
150.0
0.0
12.000
0.0
H.5
1.07
0.0010
0.0
21.000
0.021
Vel =
0.59
H.5
0.0
0.862
Utr
2.0
11.000
19.892
to
150.0
0.0
2.000
0.0
T.42
1.07
0.0010
0.0
13.000
0.013
Vel =
0.59
T.42
0.0
0.862
Utr
2.0
15.000
19.905
to
150.0
0.0
2.000
0.0
H.17
1.07
0.0010
0.0
17.000
0.017
Vel =
0.59
H.17
0.0
0.862
Utr
2.0
15.000
19.922
to
150.0
0.0
2.000
0.0
H.20
1.07
0.0010
0.0
17.000
0.017
Vel =
0.59
H.20
0.0
0.862
Utr
2.0
10.000
19.939
to
150.0
0.0
2.000
0.0
T.45
1.07
0.0009
0.0
12.000
0.011
Vel =
0.59
T.45
0.0
0.862
0.0
3.000
19.950
to
150.0
0.0
0.0
0.0
T.46
1.07
0.0013
0.0
3.000
0.004
Vel =
0.59
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page
9
FENG RESIDENCE - One Head Calculation (H.38)
Date
1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.46
0.0
0.862
Utr
2.0
3.000
19.954
to
150.0
0.0
2.000
0.0
H.19
1.07
0.0008
0.0
5.000
0.004
Vel =
0.59
H.19
0.0
0.862
Utr
2.0
4.000
19.958
to
150.0
0.0
2.000
0.0
H.21
1.07
0.0010
0.0
6.000
0.006
Vel =
0.59
H.21
0.0
0.862
Utr
2.0
2.000
19.964
to
150.0
0.0
2.000
0.0
T.48
1.07
0.0010
0.0
4.000
0.004
Vel =
0.59
0.0
1.07
19.968
K Factor=
0.24
T.44
2.65
0.862
2Utb
34.0
14.000
20.016
to
150.0
0.0
28.000
3.465
T.55
2.65
0.0053
0.0
42.000
0.223
Vel =
1.46
T.55
-0.80
0.862
Uel
11.0
12.000
23.704
to
150.0
0.0
12.000
0.0
H.26
1.85
0.0028
0.0
24.000
0.066
Vel =
1.02
H.26
0.0
0.862
Uel
11.0
12.000
23.770
to
150.0
0.0
12.000
0.0
H.39
1.85
0.0028
0.0
24.000
0.066
Vel =
1.02
H.39
0.0
0.862
0.0
7.000
23.836
to
150.0
0.0
0.0
0.0
T.59
1.85
0.0027
0.0
7.000
0.019
Vel =
1.02
T.59
0.80
0.862
2Utb
34.0
15.000
23.855
to
150.0
0.0
28.000
-3.465
T.54
2.65
0.0053
0.0
43.000
0.230
Vel =
1.46
0.0
2.65
20.620
K Factor=
0.58
T.55
0.80
0.862
Utr
2.0
4.000
23.704
to
150.0
0.0
2.000
0.0
H.27
0.8
0.0007
0.0
6.000
0.004
Vel =
0.44
H.27
0.0
0.862
Uel
11.0
29.000
23.708
to
150.0
0.0
12.000
0.0
H.13
0.8
0.0006
0.0
41.000
0.024
Vel =
0.44
H.13
0.0
0.862
Utr
2.0
17.000
23.732
to
150.0
Uel
11.0
14.000
0.0
H.14
0.8
0.0006
0.0
31.000
0.018
Vel =
0.44
H. 14
0.0
0.862
Utr
2.0
15.000
23.750
to
150.0
0.0
2.000
0.0
H.15
0.8
0.0005
0.0
17.000
0.009
Vel =
0.44
H.15
0.0
0.862
Uel
11.0
7.000
23.759
to
150.0
0.0
12.000
0.0
H.22
0.8
0.0006
0.0
19.000
0.011
Vel =
0.44
H.22
0.0
0.862
0.0
2.000
23.770
to
150.0
0.0
0.0
0.0
T.47
0.8
0.0005
0.0
2.000
0.001
Vel =
0.44
T.47
0.0
0.862
Utr
2.0
12.000
23.771
to
150.0
Uel
11.0
14.000
0.0
H.18
0.8
0.0006
0.0
26.000
0.015
Vel =
0.44
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page
10
FENG RESIDENCE - One Head Calculation (H.38)
Date
1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
..C"
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pin
H.18
0.0
0.862
Uel
11.0
13.000
23.786
to
150.0
0.0
12.000
0.0
H.31
0.8
0.0006
0.0
25.000
0.015
Vel =
0.44
H.31
0.0
0.862
Uel
11.0
10.000
23.801
to
150.0
0.0
12.000
0.0
H.41
0.8
0.0006
22.000
0.013
Vel =
0.44
H.41
0.0
0.862
-0.0
0.0
10.000
23.814
to
150.0
0.0
0.0
0.0
T.60
0.8
0.0006
0.0
10.000
0.006
Vel =
0.44
T.60
0.0
0.862
Utr
2.0
9.000
23.820
to
150.0
0.0
2.000
0.0
H.35
0.8
0.0005
0.0
11.000
0.006
Vel =
0.44
H.35
0.0
0.862
2Uel
22.0
16.000
23.826
to
150.0
0.0
24.000
0.0
H.40
0.8
0.0006
0.0
40.000
0.023
Vel =
0.44
H.40
0.0
0.862
Utr
2.0
9.000
23.849
to
150.0
0.0
2.000
0.0
T.59
0.8
0.0005
0.0
11.000
0.006
Vel =
0.44
0.0
0.80
23.855
KFactor=
0.16
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
PIKE PROTECTION SPRINKLER SYSTEMS
'Chad P. Linklater
.3894-0708-K Level I
Alhwys Pluinbin
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SF,RVI
S G
A-PEX Design Services, Inc.-EP
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
sales@a-pexdesignservices.com
Job Name FENG RESIDENCE - Two Head Calculation (H.9 & H. 10)
Drawing
Location 24025 74th AVE WEST EDMONDS WA 98026
Remote Area
Contract 170109-02
Data File 170109-02 Feng Residence.wx2
JAN 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-PEX Design Services, Inc.-EP Page 1
FENG RESIDENCE - Two Head Calculation (H.9 & H.10) Date 1/9/2017
HYDRAULIC DESIGN INFORMATION SHEET
Name - FENG RESIDENCE Date 01-09-2017
Location - EDMONDS WA 98026
Building - System No. -
Contractor - HOMEOWNER Contract No. 170109-02
Calculated By - STEPHANIE FAHEY Drawing No. -
Construction: (X) Combustible Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: )l (X)2 )4
S )Other
T )Specific Ruling Made by Date
E
M Listed Flow at Start Point -
13
Listed Pres. at Start Point - 7.04
Psi
D MAXIMUM LISTED SPACING 16
x 16
E Domestic Flow Added -
0
S Additional Flow Added -
I Elevation at Highest Outlet -
124
G Note:
N
Gpm System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Gpm Sprinkler or Nozzle
Gpm Make RELIABLE Model LL-RFC49
Feet Size 3/8 K-Factor 4.9
Temperature Rating 155
Calculation Gpm Required 26.082� Psi Required 67.47 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Rated Cap. Cap.
T Time of Test - @ Psi Elev.
E Static (Psi) - 95 Elev.
R Residual (Psi) - 90 Other Well
Flow (Gpm) - 300 Proof Flow Gpm
S Elevation - 100
P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve C
A-PEX Design Services, Inc.-EP
FENG RESIDENCE - Two Head Calculation (H.9 & H. 10)
Page 2
Date 1/9/2017'
City Water Supply: Demand:
C1 - Static Pressure : 95 D1 - Elevation 10.394
C2 - Residual Pressure: 90 D2 - System Flow 26.083
C2 - Residual Flow 300 D2 - System Pressure 67.475
Hose (Demand )
D3 - System Demand 26.083
Safety Margin 27.470
150
140
130
p 120
R 110
E 100
S 90
C2
S 80
U 70
R 60
E 50
40
30
20
10
—D —1
50 100 150 200 250 300 350 400 450
FLOW N - 1.85
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
A-PEX Design Services, Inc.-EP
FENG RESIDENCE - Two Head Calculation (H.9 & H.10)
Page
Date
3
1/9/2017'
Fitting Legend
Abbrev. Name
C Roll Groove Coupling 1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
E 90'Standard Elbow 2 2 2
3
4
5
6
7
8
10
12
14
18
22
27
35
40 45
50
61
G Generic Gate Valve 1 1 1
1
1
1
1
1
1
2
2
3
4
5
6
7
8 10
11
13
T 90' Flow thru Tee 3 4 5
6
8
10
12
15
17
20
25
30
35
50
60
71
81 91
101
121
Uel * Aquapex 90 Elbow 11 11 12
11
13
18
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Utb * Aquapex Tee - Branch 2 17 14
9
12
17
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Utr * Aquapex Tee - Run 1 2 2
4
2
1
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Units Summary
Diameter Units
Length Units
Flow Units
Pressure Units
Inches
Feet
US Gallons per Minute
Pounds per Square Inch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-PEX Design Services, Inc.-EP Page 4
FENG RESIDENCE - Two Head Calculation (H.9 & H. 10) Date 1/9/2017
SUPPLYANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STIR 95.0 90 300.0 94.945 26.08 67.475
NODEANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.9
124.0
4.9 7.04 13.0
H.12
124.0
9.14
HA 1
124.0
10.03
T.51
124.0
11.3
H.25
124.0
11.7
T.49
124.0
12.14
T.43
116.0
20.34
T.44
116.0
21.0
H.16
116.0
21.86
T.53
116.0
22.25
T.54
116.0
22.43
T.52
116.0
23.66
S.1
104.0
29.5
PRV
100.0
46.78
CPL
100.0
48.24
MTR
100.0
62.13
STIR
100.0
67.47
H.10
124.0
4.9 7.13 13.08
H.24
124.0
10.56
T.50
124.0
11.48
H.30
124.0
12.31
H.34
124.0
12.58
H.37
124.0
12.8
T.57
124.0
13.28
T.56
124.0
13.38
T.48
116.0
21.2
H.28
124.0
11.66
H.38
124.0
12.35
T.58
124.0
12.53
H.36
124.0
12.71
H.32
124.0
12.99
H.33
124.0
13.2
H.23
124.0
11.99
H.7
116.0
20.36
H.8
116.0
20.46
H.2
116.0
20.56
H.1
116.0
20.67
HA
116.0
20.8
H.3
116.0
20.84
H.5
116.0
20.92
T.42
116.0
20.97
H.17
116.0
21.03
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-PEX Design Services, Inc.-EP
FENG RESIDENCE - Two Head Calculation (H.9 & H.10)
Page 5
Date 1/9/2017
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.20
116.0
21.09
T.45
116.0
21.14
T.46
116.0
21.15
H.19
116.0
21.17
H.21
116.0
21.19
T.55
108.0
24.99
H.26
108.0
25.15
H.39
108.0
25.31
T.59
108.0
25.35
H.27
108.0
25.0
H.13
108.0
25.06
H.14
108.0
25.1
H.15
108.0
25.12
H.22
108.0
25.15
T.47
108.0
25.15
H.18
108.0
25.19
H.31
108.0
25.22
H.41
108.0
25.25
T.60
108.0
25.27
H.35
108.0
25.28
H.40
108.0
25.34
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page 6
FENG RESIDENCE - Two Head Calculation (H.9 & H.10)
Date 1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
I.C.,
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.9
11.05
0.862
Uel
11.0
16.000
7.040
K Factor = 4.90
to
150.0
0.0
12.000
0.0
H.12
11.05
0.0748
0.0
28.000
2.095
Vel =
6.07
H.12
0.0
0.862
Utr
2.0
10.000
9.135
to
150.0
0.0
2.000
0.0
H.1 1
11.05
0.0748
0.0
12.000
0.897
Vel =
6.07
H.1 1
0.0
0.862
Utr
2.0
15.000
10.032
to
150.0
0.0
2.000
0.0
T.51
11.05
0.0748
0.0
17.000
1.272
Vel =
6.07
T.51
-6.18
0.862
Utb
17.0
10.000
11.304
to
150.0
0.0
14.000
0.0
H.25
4.87
0.0164
0.0
24.000
0.394
Vel =
2.68
H.25
0.0
0.862
Uel
11.0
15.000
11.698
to
150.0
0.0
12.000
0.0
T.49
4.87
0.0164
0.0
27.000
0.443
Vel =
2.68
T.49
8.93
0.862
2Utb
34.0
14.000
12.141
to
150.0
0.0
28.000
3.465
T.43
13.8
0.1128
0.0
42.000
4.737
Vel =
7.59
T.43
-2.17
0.862
Utr
2.0
6.000
20.343
to
150.0
0.0
2.000
0.0
T.44
11.63
0.0821
0.0
8.000
0.657
Vel =
6.39
T.44
-4.22
0.862
Uel
11.0
12.000
21.000
to
150.0
0.0
12.000
0.0
H.16
7.41
0.0357
0.0
24.000
0.857
Vel =
4.07
H.16
0.0
0.862
Utr
2.0
9.000
21.857
to
150.0
0.0
2.000
0.0
T.53
7.41
0.0357
0.0
11.000
0.393
Vel =
4.07
T.53
0.0
0.862
Utr
2.0
3.000
22.250
to
150.0
0.0
2.000
0.0
T.54
7.41
0.0356
0.0
5.000
0.178
Vel =
4.07
T.54
4.22
0.862
Utb
17.0
1.000
22.428
to
150.0
0.0
14.000
0.0
T.52
11.63
0.0821
0.0
15.000
1.232
Vel =
6.39
T.52
14.45
1.244
T
3.443
7.000
23.660
to
150.0
0.0
3.443
5.197
S.1
26.08
0.0614
0.0
10.443
0.641
Vel =
6.88
S.1
0.0
1.244
2E
3.443
5.000
29.498
to
150.0
C
0.43
3.873
16.732
Fixed Loss 15
PRV
26.08
0.0614
0.0
8.873
0.545
Vel =
6.88
PRV
0.0
1.244
2E
3.443
20.000
46.775
to
150.0
C
0.43
3.873
0.0
CPL
26.08
0.0614
0.0
23.873
1.465
Vel =
6.88
CPL
0.0
1.244
2E
3.443
60.000
48.240
to
150.0
0.0
3.443
10.000
Fixed Loss 10
MTR
26.08
0.0613
0.0
63.443
3.892
Vel =
6.88
MTR
0.0
0.995
E
2.336
20.000
62.132
to
150.0
T
5.841
9,345
0.0
STR
26.08
0.1821
G
1.168
29.345
5.343
Vel =
10.76
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page 7
FENG RESIDENCE - Two Head Calculation (H.9 & H.10)
Date 1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
.1c"
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
0.0
26.08
67.475
K Factor= 3.17
H.9
1.95
0.862
Uel
11.0
15.000
7.040
to
150.0
Utr
2.0
14.000
0.0
H.10
1.95
0.0030
0.0
29.000
0.087
Vel =
1.07
H.10
13.08
0.862
Uel
11.0
14.000
7.127
K Factor = 4.90
to
150.0
0.0
12.000
0.0
H.24
15.03
0.1321
0.0
26.000
3.434
Vel =
8.26
H.24
0.0
0.862
0.0
7.000
10.561
to
150.0
0.0
0.0
0.0
T.50
15.03
0.1320
0.0
7.000
0.924
Vel =
8.26
T.50
-8.93
0.862
Utb
17.0
7.000
11.485
to
150.0
Uel
11.0
26.000
0.0
H.30
6.1
0.0249
0.0
33.000
0.821
Vel =
3.35
H.30
0.0
0.862
Utr
2.0
9.000
12.306
to
150.0
0.0
2.000
0.0
H.34
6.1
0.0248
0.0
11.000
0.273
Vel =
3.35
H.34
0.0
0.862
0.0
9.000
12.579
to
150.0
0.0
0.0
0.0
H.37
6.1
0.0249
0.0
9.000
0.224
Vel =
3.35
H.37
0.0
0.862
Uel
11.0
7.000
12.803
to
150.0
0.0
12.000
0.0
T.57
6.1
0.0249
0.0
19.000
0.473
Vel =
3.35
T.57
0.0
0.862
Utr
2.0
2.000
13.276
to
150.0
0.0
2.000
0.0
T.56
6.1
0.0248
0.0
4.000
0.099
Vel =
3.35
T.56
6.18
0.862
2Utb
34.0
20.000
13.375
to
150.0
0.0
28.000
3.465
T.48
12.28
0.0909
0.0
48.000
4.363
Vel =
6.75
T.48
2.17
0.862
Utb
17.0
6.000
21.203
to
150.0
0.0
14.000
0.0
T.52
14.45
0.1228
0.0
20.000
2.457
Vel =
7.94
0.0
14.45
23.660
K Factor= 2.97
T.51
6.19
0.862
Uel
11.0
2.000
11.304
to
150.0
0.0
12.000
0.0
H.28
6.19
0.0256
0.0
14.000
0.358
Vel =
3.40
H.28
0.0
0.862
Uel
11.0
15.000
11.662
to
150.0
0.0
12.000
0.0
H.38
6.19
0.0256
0.0
27.000
0.690
Vel =
3.40
H.38
0.0
0.862
0.0
7.000
12.352
to
150.0
0.0
0.0
0.0
T.58
6.19
0.0256
0.0
7.000
0.179
Vel =
3.40
T.58
0.0
0.862
Utr
2.0
5.000
12.531
to
150.0
0.0
2.000
0.0
H.36
6.19
0.0256
0.0
7.000
0.179
Vel =
3.40
H.36
0.0
0.862
Utr
2.0
9.000
12.710
to
150.0
0.0
2.000
0.0
H.32
6.19
0.0256
0.0
11.000
0.282
Vel =
3.40
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page
8
FENG RESIDENCE - Two Head Calculation (H.9 & H.10)
Date
1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
.1c.,
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.32
0.0
0.862
Utr
2.0
6.000
12,992
to
150.0
0.0
2.000
0.0
H.33
6.19
0.0255
0.0
8.000
0.204
Vel =
3.40
H.33
0.0
0.862
Utr
2.0
5.000
13.196
to
150.0
0.0
2.000
0.0
T.56
6.19
0.0256
0.0
7.000
0.179
Vel =
3.40
0.0
6.19
13.375
K Factor=
1.69
T.50
8.93
0.862
Utr
2.0
8.000
11.485
to
150.0
0.0
2.000
0.0
H.23
8.93
0.0505
0.0
10.000
0.505
Vel =
4.91
H.23
0.0
0.862
Utr
2.0
1.000
11.990
to
150.0
0.0
2.000
0.0
T.49
8.93
0.0503
0.0
3.000
0.151
Vel =
4.91
0.0
8.93
12.141
K Factor=
2.56
T.43
2.17
0.862
Utr
2.0
4.000
20.343
to
150.0
0.0
2.000
0.0
H.7
2.17
0.0037
0.0
6.000
0.022
Vel =
1.19
H.7
0.0
0.862
Uel
11.0
15.000
20.365
to
150.0
0.0
12.000
0.0
H.8
2.17
0.0037
0.0
27.000
0.100
Vel =
1.19
H.8
0.0
0.862
Uel
11.0
15.000
20.465
to
150.0
0.0
12.000
0.0
H.2
2.17
0.0037
0.0
27.000
0.100
Vel =
1.19
H.2
0.0
0.862
Uel
11.0
15.000
20.565
to
150.0
Utr
2.0
14.000
0.0
HA
2.17
0.0037
0.0
29.000
0.107
Vel =
1.19
HA
0.0
0.862
Uel
11.0
22.000
20.672
to
150.0
0.0
12.000
0.0
H.4
2.17
0.0037
0.0
34.000
0.125
Vel =
1.19
HA
0.0
0.862
Utr
2.0
10.000
20.797
to
150.0
0.0
2.000
0.0
H.3
2.17
0.0037
0.0
12.000
0.044
Vel =
1.19
H.3
0.0
0.862
Uel
11.0
9.000
20.841
to
150.0
0.0
12.000
0.0
H.5
2.17
0.0037
0.0
21.000
0.078
Vel =
1.19
H.5
0.0
0.862
Utr
2.0
11.000
20.919
to
150.0
0.0
2.000
0.0
T.42
2.17
0.0037
0.0
13.000
0.048
Vel =
1.19
T.42
0.0
0.862
Utr
2.0
15.000
20.967
to
150.0
0.0
2.000
0.0
H.17
2.17
0.0037
0.0
17,000
0.063
Vel =
1.19
H.17
0.0
0.862
Utr
2.0
15.000
21.030
to
150.0
0.0
2.000
0.0
H.20
2.17
0.0036
0.0
17.000
0.062
Vel =
1.19
H.20
0.0
0.862
Utr
2.0
10.000
21.092
to
150.0
0.0
2.000
0.0
T.45
2.17
0.0037
0.0
12.000
0.044
Vel =
1.19
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page
9
FENG RESIDENCE - Two Head Calculation (H.9 & H. 10)
Date
1/9/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.45
0.0
0.862
0.0
3.000
21.136
to
150.0
0.0
0.0
0.0
T.46
2.17
0.0040
0.0
3.000
0.012
Vel =
1.19
T.46
0.0
0.862
Utr
2.0
3.000
21.148
to
150.0
0.0
2.000
0.0
H.19
2.17
0.0036
0.0
5.000
0.018
Vel =
1.19
H.19
0.0
0.862
Utr
2.0
4.000
21.166
to
150.0
0.0
2.000
0.0
H.21
2.17
0.0037
0.0
6.000
0.022
Vel =
1.19
H.21
0.0
0.862
Utr
2.0
2.000
21.188
to
150.0
0.0
2.000
0.0
T.48
2.17
0.0038
0.0
4.000
0.015
Vel =
1.19
0.0
2.17
21.203
K Factor=
0.47
T.44
4.22
0.862
2Utb
34.0
14.000
21.000
to
150.0
0.0
28.000
3.465
T.55
4.22
0.0126
0.0
42.000
0.529
Vel =
2.32
T.55
-1.27
0.862
Uel
11.0
12.000
24.994
to
150.0
0.0
12.000
0.0
H.26
2.95
0.0065
0.0
24.000
0.156
Vel =
1.62
H.26
0.0
0.862
Uel
11.0
12.000
25.150
to
150.0
0.0
12.000
0.0
H.39
2.95
0.0065
0.0
24.000
0.156
Vel =
1.62
H.39
0.0
0.862
0.0
7.000
25.306
to
150.0
0.0
0.0
0.0
T.59
2.95
0.0064
0.0
7.000
0.045
Vel =
1.62
T.59
1.27
0.862
2Utb
34.0
15.000
25.351
to
150.0
0.0
28.000
-3.465
T.54
4.22
0.0126
0.0
43.000
0.542
Vel =
2.32
0.0
4.22
22.428
K Factor=
0.89
T.55
1.27
0.862
Utr
2.0
4.000
24.994
to
150.0
0.0
2.000
0.0
H.27
1.27
0.0013
0.0
6.000
0.008
Vel =
0.70
H.27
0.0
0.862
Uel
11.0
29.000
25.002
to
150.0
0.0
12.000
0.0
H.13
1.27
0.0014
0.0
41.000
0.056
Vel =
0.70
H.13
0.0
0.862
Utr
2.0
17.000
25.058
to
150.0
Uel
11.0
14.000
0.0
H.14
1.27
0.0014
0.0
31.000
0.043
Vel =
0.70
H.14
0.0
0.862
Utr
2.0
15.000
25.101
to
150.0
0.0
2.000
0.0
H.15
1.27
0.0014
0.0
17.000
0.023
Vel =
0.70
H.15
0.0
0.862
Uel
11.0
7.000
25.124
to
150.0
0.0
12.000
0.0
H.22
1.27
0.0014
0.0
19.000
0.026
Vel =
0.70
H.22
0.0
0.862
0.0
2.000
25.150
to
150.0
0.0
0.0
0.0
T.47
1.27
0.0015
0.0
2.000
0.003
Vel =
0.70
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services, Inc.-EP
Page 10
FENG RESIDENCE - Two Head Calculation (H.9 & H.10)
Date 1/9/2017
Hyd. Qa Dia.
Fitting
Pipe
Pt Pt
Ref. "C'.
or
Ftng's
Pe Pv
Notes
Point Qt Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.47 0.0 0.862
Utr
2.0
12.000
25.153
to 150.0
Uel
11.0
14.000
0.0
H.18 1.27 0.0013
0.0
26.000
0.035
Vel = 0.70
H.18 0.0 0.862
Uel
11.0
13.000
25.188
to 150.0
0.0
12.000
0.0
H.31 1.27 0.0014
0.0
25.000
0.035
Vel = 0.70
H.31
0.0
0.862
Uel
11.0
10.000
25,223
to
150.0
0.0
12.000
0.0
H.41
1.27
0.0014
0.0
22.000
0.030
Vel =
0.70
H.41
0.0
0.862
0.0
10.000
25.253
to
150.0
0.0
0.0
0.0
T.60
1.27
0.0013
0.0
10.000
0.013
Vel =
0.70
T.60
0.0
0.862
Utr
2.0
9.000
25.266
to
150.0
0.0
2.000
0.0
H.35
1.27
0.0015
0.0
11.000
0.016
Vel =
0.70
H.35
0.0
0.862
2Uel
22.0
16.000
25.282
to
150.0
0.0
24.000
0.0
HAO
1.27
0.0014
0.0
40.000
0.054
Vel =
0.70
HAO
0.0
0.862
Utr
2.0
9.000
25.336
to
150.0
0.0
2.000
0.0
T.59
1.27
0.0014
0.0
11.000
0.015
Vel =
0.70
0.0
1.27 25.351 K Factor= 0.25
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087