HomeMy WebLinkAbout2501 Mccracken Rd - 03-002439 (FIRE SPRINKLER) DOCUMENTSPERNUTADDRESS 2oWl Mcf*4,%!%m
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CONTRACTOR
ADDRESS
PHONE NUMBER _
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR _
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
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FEE
FEE
SUBDIVISION
PERNQT # •
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DATE
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PERMIT DESCRIPTION
PERMIT VALUATION
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CITY OF SANFORD PERMIT APPLICATION
Permit #: Date: 715's3
0 is M_.
Job Address:
Description of Work: 1AMALL NEW IIUET 010E FIQp S IIJQ. Sits I ub W6 " FW'
Historic District: Zoning: Value of Work: $__??712
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: (Attach Proof of Ownership & Legal Description)
Owners Name & Address: 1/AUID 12uiSSU— Z.:tSOIUL>- E6- <4NQftl Q_, 3V77
Phone:
Contractor Name & Address: _M_1P,1Q/64hhWQ L V101 /J - 101A) [XANKs
09t40VV. RL 37.490j{ State License Number: Z349G3300V 1Z003
Phone&Fax: 9Id/-iW-1100 ZSS-ILTO Contact Person: Phone:
Bonding Company:
Address:
r .
Mortgage Lender: .qu:r
a /
V
Address:. `
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such a3.water managemes districts, state agencies, or federal agencies.
Acceptanc
iganature
venicafi n t 1 will notify the owner of
of Owner/Agent
LL_
nt caner/Age me /I
I JAXfkAA
nature of Notary -State of to da
ner/Agent isV Personally Known to Me or Produced
ID of
the recwir64ents of Fibrjda'CioKUw,,fS 713. Date
O Sigjf3ture of C c%. —
o,
APPROVED
BY: Bldg! MF -2I -o3 "Zoning: Initial &
Date) Special
Conditions: I
s10.
03 Date to,
L=-k 1_
60Ie3Ellen
L Hams Contractor/
Agent is rsonally Kno O Commission CC6626e6 Produced
ID %- 7 Expires August 16, 2003 Utilities:
FD:— Initial &
Date) (Initial & Date) ` (Initial & Date)
THIS INSTRUMENT PREPARED BY:
104illt1N11NddSgNdNddddddNiM
NAM E J5,16 1 r-W v NARYAME NORSf, CLERK OF CIRCUIT COW
ADDR. y( IV h v1 01O n r4(e o, SEIRI64 Ci9 PyBK 4939 PG 1351
C--nAy r 0260-j Notice of Commenc ' S 0 2003131328
State of Florida MAXIMM 07/2wma li!146:27 PN
mcneIN6 ralutemp of SeminolePermitNo. Tax Folio )BY N Neldew
The undersigned hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713. Florida Statues, the following informatiom is provided in this Notice o
2
Commencement. CE FlE4 C0PV
1" . MARYAN MOM
DESCRIPTION OF PROPERTX (legal description ofthe property and street address) CLERK OF CIRCUIT COUIRcCee amlHOLE . FLORIDA
GENERAL DESCRIPTION OF IMPROVEMENT n5--C-A1 tye-u-) cc( r4"C-:
v
OWNER INFORMATION
Name and address VAvt G4L
c D. FL . Z 7
Interest in property(Fee Simple, Partnershipetc) NAME
AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) CONTRACTOR /
Name
and address S 1)Lcx6Pw#jeLL t Lc-vl OUA4.1itE SURETY(
BONDING CO) Name
and Address Amount
of Bond r
LENDER Name
and address Persons
within the State of Florida designated by Owner upon whom notice or other documents may be served as provided bySection713.13(1Xa)7.,Florida Statues: Name
and address Expiration
Date of Notice of Commencement The
expiration date is 1 year from date of recording unless a different date is specified.) Signature
of Owner Sw
to and subscribed before me this Day of -m j0
ocu ' My Commission Expires: Notary
Public he
forego}'g trument w acknowledge before me this _day of T Q 3by t/
t0 i ll L (name of person acknowledge), who is meivn to me or who has produced type
of identification) as identification and who did/did not take an oath. i
s( iANIA ROGRIGUEI COOK Pilau '
MY Canm EV. t/' W ft
CC 9=76 Kwm
t 1 OVWI.Q
CITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
HONE # 407-302-1091 * FAX #: 407-330-56777
DATE: I L PERMIT #:
BUSINESS NAME / PROJECT: o z4 e
PHONE NO.1 O FAX NOtyo-7) a 3.
CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ]
F. A. [ J F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ]
TENT PERMIT ] ANK PERMI-T[ ] OTHER [ ]
TOTAL FEES: S
COMMENTS:
Address / Bide. # / Unit #
2.
3.
4.
5.
6.
7.
8.
9.
10.
12.
13.
14.
15.
16.
17.
18.
19.
20.
PER UNIT SEE BELOW)
Square Footage Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
Sanford Fire Preve on DivisionApplicant's Signature
STATE OF FLORIDA
OF FINANCIAL SERVICES
DIVISION OF STATE FIRE MARSHALTALLAHASSEE, ORNIDEPARTMENTFLORIDA
CERTIFICATE OF COMPETENCY"`
r
THIS CERTIFIES TI AI': CHARLES A DAIMLER
3701 N JOHN YOUNG PARKWAY SUITE # 110
ORLANDO, FL 32804-
BUSINESS ORGANIZATION: SIMPLEXGRlNNELL
CONTRACTOR Il 1S LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO LAYOUT, FABRICATE, INSTALL, INSPECT,
ALTER, OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPRAY SYSTEMS, FOAM -WATER SPRINKLER SYSTEMS, FOAM -WATER
SPRAY SYSTEMS, STANDPIPES, COMBINATION STANDPIPES AND SPRINKLER RISERS, EXCLUDING PRE-ENGINEERED SYSTEMS.
21 2003 1 07 1 12 1 Orange
Issue Date ITypelClassi County
23863300012003 1 2386330001
License/Permit Number Application #
o-' 9A_t
Chief Financial Officer
300,00 10613012004
Taxes & Fees I Expire Date
tx+. - o
MARSH
St
CERTIFICATE NUMBER
ly-5C++3' : r r;• WITv:. Ir.NYC-001537564-01
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE
POLICY. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE
AFFORDED BY THE POLICIES DESCRIBED HEREIN.
PRODUCER
Marsh USA Inc.
1166 Avenue of the Americas
New York, NY 10036-2774
Jessica Angiullo 212-345-3419 fax 212-345-5626 COMPANIES AFFORDING COVERAGE
COMPANY
8880 -TYCO-SIMPL-02/03 A AMERICAN HOME ASSURANCE CO
INSURED COMPANY
SIMPLEXGRINNELL LP B INSURANCE CO STATE OF PA
COMPANY
C WA
COMPANY
D WA
G1=5 ec sz:
THIS 6 TO CERTIFY THAT-POUCES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CONDITIONS AND EXCLUSIONS OF SUCH POLICIES. AGGREGATE
LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAMS.
c0
LTR TYPE OF INSURANCE POLICY NUMBER POLICY EOFECTIVE
DATE (YWDDlYY)
POLICY EXPIRATION
DATE (YYTDD/YY) UNITS
GENERAL LIABILITY
GENERAL AGGREGATE 10,000,000
A X COMMERCII LGENERALLIABLTY
CLAMS MADE ' OCCUR
RMGL6124879 10/01/02 10/01/03 PRODUCTS -COMPIOPAGG 10,0001000
PERSONAL & ADV INJURY 5,000,000
EACH OCCURRENCE 5,000,000OWNER'S & CONTRACTOR'S PROT
FIRE DAMAGE Wy omAm) 1,000,000
MED EXP Wq ors 10,000
A
AUTOMOBILE LIABILITY
X ANY AUTO RMCA5348787(7X) 10/01/02 10/01/03
COMBINED SINGLE LIMIT 5,000,000
A
A
r ALL OWNED AUTOS
8CHEDULEDAVTOS
RMCA5348788(NS)
RMCA 5348800(VA)
10/01/02
10/01/02
10/01/03
10/01/03
BODILY INJURY
Perpm-) Z
X HIRED AUTOS
X NON•OW NED AUTOS
BODILY INJURY
Per ecddent)
PROPERTY DAMAGE
G1IRAGELIABILITY, -
AUTO ONLY- EAACCDENT
ANY AUTO OTHER THAN AUTO ONLY:'w',`R''
EACHACCDENT
AGGREGATE
EXCESS LIABILITY EACH OCCURRENCE
AGGREGATEUMBRELLAFORM
OTHER THAN UMBRELLA FORM
A
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
SEE PAGE TWO 10/01/02 10/01/03
X TORY LABATTSER t> . EL
EACH ACCIDENT 1.000,000 B
THE PROPRIETOR/ INCL PARTNERSIEXECUTNEOFFICERS
ARE: REXCL SEE PAGE TWO 10/01/02 10/01/03 EL DISEASE -POLICY LIMIT 1,000,000 EL
DISEASEEACH EMPLOYEE S 1.000.000 OTHER
DESCRIPTION
OF OPERATIONSILOCATIONSMHICLES/SPECIAL ITEMS The
Certificate Holder is Included as Additional Insured with respect to General Uability but only to the extent of the Named Insured's negligence in performing the
contract. 1i
tC)2TIC!r bEWE i IiLT/k6( rcTP i n SHOULD
ANY OF THE POLICES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPP ATON DATE THEREOF. THE
INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL _rk DAYS WRTTEN NOTICE TO THE CERTFICATE
HOLDER NAMED HEREIN. BUT FAILURE TO MAIL SUCH NOTICE SWILL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND IRON THE INSURER AFFORDING COVERAGE. ITS AGENTS OR REPRESENTATIVES. OR THE ISSUER
OF THIS CERTIFICATE. MARSH
USA INC. BY:
Katherine S. O'Leary ARM. r
r+l ti'rl i+."';-!' ''.r 6+.%Bv4 t;y' M7(3%02)'c I". •
i n,jIALIO AS OF =09 3/U2 Y )
PRODUCER
Marsh USA Inc.
1166 Avenue of the Americas
New York, NY 10036-2T74
Jessica Angiullo 212-345-3419 fax 212-345-5626
58880-TYCOSIMPL-02/03
INSURED
SIMPLEXGRINNELL LP
WORKERS COMPENSATION POLICIES
10/01/02-10-101/03
STATE
A) AMERICAN HOME ASSURANCE CA
RMWC 3322419
A) AMERICAN HOME ASSURANCE NV,OR
RMWC 3322420
8) INS CO.OF PENNSYLVANIA AR,FL,MA,TN,VA
RMWC 3322421
C) ILLINOIS NATIONAL INS.CO. ILIA
RMWC 3322422
C) ILLINOIS NATIONAL INS. CO. NY,WI
RMW C3322423
D) Al SOUTH INSURANCE CO. GA
RMW C3322424
A) AMERICAN HOME ASSURANCE CO. ALL OTHER STATES
RMWC3322425
COMPANY
E
COMPANY
F
COMPANY
G
COMPANY
H
a•r, R+ •, DATE (MWDDrYY)
09_/23/02
COMPANIES AFFORDING COVERAGE
ti. , ;i c h Ma"..i.:`.,a"w':::'f';,:i?M+ST:Pa e!'•"7:1."#i r+'''r?';8;'.)`'4.' 'Y s,.a.;' n'r';.:. :: =;
Tyco
Fire & Security 3701 North John Young Parkway
Suite 110
Orlando, FL 32804
SimplexGrinnell (407) 235-1100 Phone
407) 235-1150 Fax
POWER OF ATTORNEY
7-8-03
I HEREBY AUTHORIZE RICK CHARRON, NANCY CURTIS, PAT
BRUST, OSCAR WEEKS, LISA WHALEY, JANET WOLFE OF SILVER
STREAK COURIER TO SIGN HIS/HER NAME ON MY BEHALF IN
ORDER TO PICK UP FIRE SUPPRESSION PERMITS FOR THE WORK
TO BE PERFORMED AT:
JOB NAME:
COMPANY NAME: SIMPLEX GRINNELL LP
LICENSE HOLDER: CHARLES A. DAIMLER
LICENSE NUMBER: 23863300012003
A. D STATE OF FLORIDA
BEFORE ME APPEARED CHARLES A. DAIMLER TO ME WELL
KNOWN TO ME TO BE THE PERSON DESCRIBED IN AND WHO
EXECUTED THAT CHARLES A. DEIMLER EXECUTED SAID
INSTRUMENT FOR THE PURPOSES THEREIN EXPRESSED.
WITNESS MY HAND AND OFFICIAL SEAL, THIS 8 DAY OF JULY
2003. /
NOTARY PUBLIC STATE OF FLORIDA
0'' Ellen L Hams
W Commission CC862666
Wo Expires August 16, 2003
Tyco
Fire & Security 3701 North John Young Parkway
Suite 110
Orlando, FL 32804
SimplexGrinnell (407) 235-1100 Phone
407) 235-1150 Fax
POWER OF ATTORNEY
JULY 8, 2003
I HEREBY AUTHORIZE JOSEPH J. NEMCEK OF SIMPLEX
GRINNELL TO SIGN FOR, APPLY FOR AND PICK-UP FIRE
SUPPRESSION PERMITS IN THE STATE OF FLORIDA
A. DAIMLER
BEFORE ME APPEARED CHARLES A. DAIMLER TO ME WELL
KNOWN TO ME TO BE THE PERSON DESCRIBED IN AND WHO
EXECUTED THAT CHARLES A. DAIMLER EXECUTED SAID
INSTRUMENT FOR THE PURPOSES THEREIN EXPRESSED.
WITNESS MY HAND AND OFFICIAL SEAL, THIS DAY OF
JULY 2003. n i 1
NOTARY PUBLIC STATE OF FLORIDA
Ellen L Hams
a_ *fNy Commission CC682688
Expires August 16, 2003
Tyco
Fire & Security
Simplex Grinnell
DATE: 7-10-03
SEND: SILVER STREAK
TO: SANFORD BUILDING DEPARTMENT
300 NORTH PARK AVE
SANFORD FLORIDA 32771
ATTN: PLAN REVIEWER
REF: RJSS JI Q vd z ro
3701 North John Young Parkway
Suite 110
Orlando, FL 32804
407) 235-1100 Phone
407) 235-1150 Fax
QTY DESCRIPTION DWG # REVISION
3 SETS FIRE PROTECTION DWGS FP-1
3 SETS FIRE PROTECTION CALCS
1 EQUIPMENT SUBMITTALS
1 PERMIT APPLICATION
1 LICENSE
1 WORKMEN'S COMP
1 POWER OF ATTORNEY
1 OWNERS NOTICE OF COMMENCEMENT
RETURN (2) COPY OF DWGS OR LITERATURE WITH STAMP OF APPROVAL
RESPECTFULLY SUBMITTED
RYAN FUNK
DESIGN DEPARTMENT
GGrfimeffSIMPLY SAIF.S COMPANYIC16100SouthLathropAvenue
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L7
universal C-type clamp
fig. 92 (standard throat)
oD+
LL1J
C•Sil"4
SIZE .001
A.-4UT'
SET- SC"E.
SIZE RANGE: % &'/2 inch rod.
MATERIAL: Ductile iron clamp, hardened steel cup
point set screw and locknut.
APPROVALS: Underwriters Laboratories/Underwriters
Laboratories of Canada listed and Factory Mutual
approved for NFPA 13 maximum rated pipe sizes.
Complies with Federal Specification WW-H-171 E and
Manufacturers Standardization Society SP-69 (Type 19
23).
SERVICE: Recommended for use under roof installations
with bar joist type construction, or for attachment to the
top or bottom flange of structural shapes where the
vertical hanger rod is required to be offset from the edge
of the flange and where the thickness of joist or flange
does not exceed 3/4 inch.
HOW TO SIZE: Size of clamp is determined by size of
rod to be used.
INSTALLATION: Follow maximum recommended set
screw torque values per MSS-SP-69.
FEATURES:
They may be attached to horizontal flanges of structural
members in either the top beam or bottom beam
positions.
Secured in place by a cup -pointed Set Screw -tightened
against the flange. A Jam Nut is provided for tighten-
ing the Set Screw against the Body Casting.
Thru tapping of the body casting permits extended
adjustment of the threaded rod.
ORDERING: Specify rod size, figure number, name of
clamp.
FINISH: Black and plated.
loads • weights
maximum
rod max recommended weight
size pipe load lbs. (approx.)
A size top I bottom lbs. each
4 500 250 .34
1/2 8 950 760 .63
Maximum temperature of 450OF
dimensions (inches)
rod
size
A B C I D I E F I G I H
3/. 15/16 19/16 9/16 13/16 % 1/2
1/2 3/4 13/6 113/16 1/2 11/16 1/16 23/32
Grinnell
universal C-type clamp
fig. 93 (wide throat) beam clamps
4 I,
IpiC
too.01
I
I![ E•.OS[D
f t
L /0o+ c.51144
SIZE RANGE: % & 1/2 inch rod..u.-5[
MATERIAL: are" ductile iron 12" malleable iron clamp,
hardened steel cup point set screw and locknut.
APPROVALS: Underwriters Laboratories/Underwriters
Laboratories of Canada listed and Factory Mutual
approved for NFPA 13 maximum rated pipe sizes.
Complies with Federal Specification WW-H-171 E and
Manufacturers Standardization Society SP-69
Type 19 & 23).
SERVICE: Recommended for use under roof installations
with bar joist type construction, or for attachment to the
top or bottom flange of structural shapes where the
vertical hanger rod is required to be offset from the edge
of the flange and where the thickness of joist or flange
does not exceed 11/4 inches.
HOW TO SIZE: Size of clamp is determined by size of
rod to be used.
INSTALLATION: Follow recommended set screw
torque values per MSS-SP-69.
FEATURES:
They may be attached to horizontal flanges of structural
members in either the top beam or bottom beam
positions.
Secured in place by a cup -pointed Set Screw tightened
against the flange. A Jam Nut is provided for lighten-
ing the Set Screw against the Body Casting.
Thru tapping of the body casting permits extended
adjustment of the threaded rod.
Wider throat for attaching to flange with up to 11/411
thickness.
ORDERING: Specify rod size, figure number, name of
clamp.
FINISH: Black and plated.
loads • weights
maximum
rod max recommended weight
size pipe load Iba. approx.)
A size I too I bottom lb . each
3h 4 500 2501 41
8 950 760 75
Maximum temperature of 450°F
dimensions (inches)
rod
size
A B C D 1 E F G I H
e 11/4 16/16 26/32 9/16 t3/16 %5/6
1/2 1'/ 1 211/32 1/2 11/16 /is 1 t3/16
nh-RR
I
tgcO Flow Control Tyco Fire
Products Technical
Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 vVem
Customer
Service/Sales: Tel: (
414) 570-5000 / (800) 558-5236 Fax: (
414) 570-5010 / (800) 877-1295 Series
TY-B — 5.6 and &0 K-factor Upright
and. Pendent Sprinklers Standard
Response, Standard Coverage General
Description
The
Series TY B, 5.6 and 8.0 K-factor, Upright
and Pendent Sprinklers de- scribed
in this data sheet are standard response -
standard coverage, deco- rative
5 mm glass bulb type spray sprinklers
designed for use in light, ordinary,
or extra hazard, commercial occupancies
such as banks, hotels, shopping
malls, factories, refineries, chemical
plants, etc. The
recessed version of the Series TY-
B Pendent Sprinkler, where appli- cable,
is intended for use in areas with a
finished ceiling. 1t uses a two-piece Style
10 (1/2 inch NPT) or Style 40 (3(4 inch
NPT) Recessed Escutcheon. The Recessed
Escutcheon provides 1/2 inch (
12,7. mm) of recessed adjust- ment
or up to 3/4 inch (19,1 mm) of total
adjustment from the flush pen- dent
position. The adjustment provided by
the Recessed Escutcheon reduces the
accuracy to which the fixed pipe drops
to the sprinklers must be cut. Corrosion
resistant coatings, where applicable,
are utilized to extend the life
of copper alloy sprinklers beyond that
which would otherwise be ob- tained
when exposed to corrosive at- mospheres.
Although corrosion resis- tant
coated sprinklers have passed the standard
corrosion tests of the appli- cable
approval agencies, the testing is not
representative of all possible cor- rosive
atmospheres. Consequently, it is
recommended that the end user be consulted
with respect to the suitability of
these corrosion resistant coatings for
any given corrosive environment. The
effects of ambient temperature, concentration
of chemicals, and gas/
chemical velocity, should be con- sidered,
as a minimum, along with the corrosive
nature of the chemical to which
the sprinklers will be exposed. An
intermediate level version of the Series
TY-B Pendent Sprinkler can be Page
1 of 8 obtained
by utilizing the Series, TY B Pendent
Sprinkler in combination with the
Model S2 Shield. WARNINGS
The
Series TY-B Sprinklers described herein
must be installed and main- tained
in compliance with this docu- ment,
as well as with the applicable standards
of the National Fire Protec- tion
Association, in addition to the standards
of any otherauthorities hav- ing
jurisdiction. Failure to do so may impair
the integrity of these devices. The
owner is responsible for maintain- ing
their fire protection system and de- vices
in proper operating condition. The
installing contractor or sprinkler manufacturer
should be contacted relative
to any questions. Model/
Sprinkler Identification
Numbers
TY3151 -
Upright 5.6K,1/2"NPT TY3251 -
Pendent 5.6K, 1/2"NPT TY4151 -
Upright 8.0K, 3/4"NPT TY4251 -
Pendent 8.0K, 3/4"NPT TY4851 -
Upright 8.0K,1/2"NPT TY4951 -
Pendent 8.0K, 1/2"NPT Technical
Data
Approvals
UL
and C-UL Listed. FM,
LPCB, and NYC Approved. Refer
to Table A for completeapproval information
including corrosion resis- tant
status.) Maximum
Working Pressure 175
psi (12,1 bar) Discharge
Coefficient K =
5.6 GPM/psil/2 (80,6 LPM/barl/2) K =
8.0 GPM/psi1/2 (115,2 LPM/barl/2) FEBRUARY,
2002 Temperature
Ratings Refer
to Table A Finishes
Sprinkler:
Refer to Table A Recessed
Escutcheon: White Coated, Chrome
Plated, (Other colors are available
on request.) Physical
Characteristics Frame . .. . .. .. .. .
Bronze Button .. .. ....
Brass/Copper Sealing
Assembly . Beryllium
Nickel wlfeflont Bulb ... .. ..... ... .
Glass Compression
Screw ..... Bronze Deflector . .. .. . .. .. .
Copper TFP151 (
TD515A)
r1
Page 2 of 8 TFPiSi
ESCUTCHEON
PLATE SEATING
SURFACE
T_
2-3116" i
55,6 mm)
38,1 mm)
7/16" (11,1 mm)
1/2" *r NOMINAL
NPT MAKE -IN
STYLE 10
RECESSED
ESCUTCHEON
WRENCH
FLATS
SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA.
SSU*
DEFLECTOR
7/16"
11,1 mm)
NOMINAL
MAKE -IN
2-3/16"
55,6 mm)
1/2" NPT**
PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION
1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to2 - Button Assembly 5 - Compression orifice seat on frame, Screw **
Pipe thread connections per ISO 7/1 can be provided on
special request.
FIGURE 1
STANDARD RESPONSE SERIES TY-B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS
5.6 K-FACTOR, 1/2 INCH NPT
ESCUTCHEON 1/2" (12,7 mm)
PLATE SEATING
4„ **
NOMINAL
SURFACE
NPT MAKE -IN
2-5/16"
58,7 mm)
1-g/16'
31 ,7 mm)
I 1 1 92
STYLE 40
RECESSED
SSU* ESCUTCHEON DEFLECTOR
WRENCH
FLATSI
SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. --{
PENDENT RECESSED PENDENT
3/4" NPT
UPRIGHT
1/2"
12,7 mm)
NOMINAL
MAKE -IN
2-1/4'
57,2 mm)
I
op
I
010
CROSS SECTION
1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to2 - Button Assembly 5 - Compression 7 - Ejection orifice seat on frame. Screw Spring ** Pipe thread connections per ISO 7/1 can be provided on
special request,
FIGURE 2
STANDARD RESPONSE SERIES TY-B UPRIGHT (TY4151) AND PENDENT (TY4251) SPRINKLERS
8.0 K-FACTOR, 3/4 INCH NPT
TFP151 Page 3 of 8
ESCUTCHEON
PLATE SEATING
SURFACE
T_ -
2-1/4•
57,2 mm)
1-9/16"
39,7 mm)
7/16' (11,1 mm)
12'** NOMINAL
NPT MAKE -IN
WRENCH
FLATS
SSP"
DEFLECTOR
SSU'
DEFLECTOR
PENDENT UPRIGHT
13,
I
S
CROSS
SECTION
t - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to2 - Button Assembly 5 - Compression orifice seat on frame. Screw "•
Pipe thread connections per ISO 7/1 can be provided on
special request.
FIGURE 3
STANDARD RESPONSE SERIES TY-8 UPRIGHT (TY4651) AND PENDENT (TY4951) SPRINKLERS
e.0 K-FACTOR, 112 INCH NPT
Operation Installation tionsrdance with the following instruc
The glass Bulb contains a fluid which
expands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass Bulb, which then allows the
sprinkler to activate and water to flow.
Design
Criteria
The Series TY-B Pendent and Upright
Sprinklers are intended for fire protec-
tion systems designed in accordance
with the standard installation rules rec-
ognized by the applicable Listing or
Approval agency (e.g., UL Listing is
based on the requirements of NFPA
13, and FM Approval is based on the
requirements of FM's Loss Prevention
Data Sheets). Only the Style 10 or 40
Recessed Escutcheon, as applicable,
is to be used for recessed pendent
installations.
The Series TY B Sprinklers must be
installed in accordance with the follow-
ing instructions:
NOTES
Do not install any bulb type sprinkler if
the bulb is cracked or there is a loss of
liquid from the bulb. With the sprinkler
held horizontally, a small air bubble
should be present. The diameter of the
air bubble is approximately 1116 inch
1,6 mm) for the 135°F/570C to 3/32
inch (2,4 mm) for the 360'F/182'C
temperature ratings.
A leak tight 112 inch NPT sprinkler joint
should be obtained with a torque of 7
to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi-
mum of 21 ft. lbs. (28,5 Nm) of torque
may be used to install sprinklers with
112 NPT connections. A leak tight 314
inch NPT sprinkler joint should be ob-
tained with a torque of 10 to 20 ft.lbs.
13,4 to 26,8 Nm). A maximum of 30
ft.lbs. (40,7 Nm) of torque is to be used
to install sprinklers with 3/4 NPT con-
nections. Higher levels of torque may
distort the sprinkler inlet with conse-
quent leakage or impairment of the
sprinkler.
Do not attempt to make-up for insuffi-
cient adjustment in the escutcheon
plate by under- or over -tightening the
sprinkler. Readjust the position of the
sprinkler fitting to suit.
The Series TY-B Pendent and Up-
right Sprinklers must be installed in
Step 1. Pendent sprinklers are to be
installed in the pendent position, and
upright sprinklers are to be installed in
the upright position.
Step 2. With pipe thread sealant ap-
plied to the pipe threads, hand tighten
the sprinkler into the sprinkler fitting.
Step 3. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
6 Sprinkler Wrench (Ref. Figure 6),
except that an 8 or 10 inch adjustable
Crescent wrench is to be used for wax
coated sprinklers. With reference to
Figures 1, 2, and 3, the W-Type 7
Sprinkler Wrench or the adjustable
Crescent wrench, as applicable is to
be applied to the wrench flats.
When installing wax coated sprinklers
with the adjustable Crescent wrench,
additional care needs to be exercised
to prevent damage to the wax coating
on the sprinkler wrench fiats or frame
arms and, consequently, exposure of
bare metal to the corrosive environ-
ment. The jaws of the wrench should
be opened sufficiently wide to pass
over the wrench flats without damag-
ing the wax coating. Before wrench
tightening the sprinkler, the jaws of the
wrench are to be adjusted to just con-
tact the sprinkler wrench flats. After
wrench tightening the sprinkler, loosen
the wrench jaws before removing the
wrench.
After installation, the sprinkler wrench
flats and frame arms must be in-
Page 4 of 8 TFP151
SPRINKLER FINISH (See Note 6)
K TYPE TEMP. BULB NATURAL I CHROME VOLYESTER LEAD WAX WAX OVER
LIOUID BRASS PLATED COATED- COATED COATED LEAD COATED
135'F/57'C Orange
PENDENT
TY3251)
and
1, 2, 3, 4, 5 1, 2, 3, 5 1, 2, 3, 5 1, 2, 3, 5
155'F/68°C Red
175'Fl79'C Yellow
UPRIGHT 200'F/93'C Green
5.6
1/2"
TY3151)
286'F/141°C Blue 1••2•' 3" 5•• 1•• 2•' 3'• 5"
360'F/182°C Mauve N/ANPT
135°F/57°C Orange
1, 2, 3, 5 1, 2, 5 N/A
RECESSED
PENDENT
TY3251)•
155°F/68°C Red
175'Fl79'C Yellow
Figure 3 200'F/93'C Green
135'F/57'C I Orange
8.0
314"
NPT
ENDENT
S
and
UPRIGHT
1,2,3,4,5
1, 2, 5 1, 2, 3, 5 1, 2, 5
155°F/68°C Red
175°F/79'C Yellow
200'F/93'C Green
286'F/141'C Blue 1" 2" 3" 5« 1" 2•• 5••
360'F/182'C Mauve N/A
135'F/57'C Orange
1, 2, 3, 5 N/A
RECESSED
PENDENT
TY4251)'
155,F/68,C Red
175'F/79'C Yellow
Figure 4 200'F/93'C Green
135'F/57'C Orange
8.0
PENDENT
TY4951) 155'F/68'C Red
175'Fl79'C Yellow1/2"
NPT
and
UPRIGHT
rY4851)
1, 2, 3, 5 N/A
200'F/93'C Green
286°F/141'C Blue
360'F/182'C Mauve
NOTES:
1. Listed by Underwriters Laboratories, Inc. (UL).
2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL).
3. Approved by Factory Mutual Research Corporation (FM).
4. Approved by the Loss Prevention Certification Board (LPCB).
5. Approved by the City of New York under MEA 354-01-E.
6. Where Polyester Coated, Lead Coated, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be UL and C-UL Listed, the
sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax over Lead Coated
Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers.
Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 314' Total Adjustment Recessed Escutcheon, as applicable.
150'F/66'C Maximum Ceiling Temperature.
White or Any Color (Frame and Deflector only).
N/A: Not Available
TABLE A
LABORATORY LISTINGS AND APPROVALS
TFP151
2-7/8" DIA.
5/8t1/4' (73,0 mm) 3/4' (19,1 mm)
15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm)
FACE OF (57,2 mm)
MOUNTING
SPRINKLER PLATE
FITTING
3,2 mm)
MOUNTING
SURFACE
CLOSURE SERIES 1-1/4" (31,8 mm)
TY B 3/4" (19,1 mm)
FIGURE 4
SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE X4 INCH TOTAL ADJUSTMENT
STYLE 10 RECESSED ESCUTCHEON
5.6 K-FACTOR, 112 INCH NPT
2-7/8' DIA.
5/8t1/4" (73,0 mm) 3/4" (19,1 mm)
15,9t6,4 mm) 2-1/4' DIA. 1/4" (6,4 mm)
FACE OF (
57,2 mm)
MOUNTING
SPRINKLER PLATE
FITTING
3,2 mm)
MOUNTING
SURFACE 4
CLOSURE SERIES 1-5116" (33,3 mm)
TY B 13116" (20,6 mm)
FIGURE 5
SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY
WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT
STYLE 40 RECESSED ESCUTCHEON
0 K-FACTOR, 314 INCH NPT
spected and the wax coating re-
touched (repaired) whenever the coat-
ing has been damaged and bare metal
is exposed. The wax coating on the
wrench flats can be retouched by gen-
tly applying a heated 1/8 inch diameter
steel rod to the areas of wax that have
been damaged, to smooth it back over
areas where bare metal is exposed.
NOTES
Only retouching of the wax coating ap-
plied to the wrench flats and frame
arms is permitted, and the retouching
is to be performed only at the time o1
the initial sprinkler installation.
The steel rod should be heated only to
the point at which it can begin to melt
Page 5 of 8
WRENCH RECESS
END'A' USED FOR
1/2' NPT MODELS)
WRENCH RECESS
END -B' USED FOR
3/4- NPT MODELS)
FIGURE 6
W-TYPE 6 SPRINKLER
WRENCH
WRENCH
RECESS
Q
PUSH WRENCH
INTO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 7
W-TYPE 7 RECESSED
SPRINKLER WRENCH
the wax, and aaDrooriate Drecautions
need to be taken, when handling the
heated rod, in order to prevent the
installer from being burned.
It attempts to retouch the wax coating
with complete coverage are unsuc-
cessful, additional wax can be ordered
in the form of a wax stick (the end of
which is color coded). Only the correct
color coded wax is to be used, and
retouching of wrench flats and frame
arms is only permitted at the time of
initial sprinkler installation. With the
steel rod heated as previously de-
scribed, touch the rod to the area re-
quiring additional wax with the rod an-
gled downward, and then touch the
wax stick to the rod approximately
one-half inch away from the area re--
quin.ng retouching. The wax will melt
and run down onto the sprinkler.
The Series TY-B Recessed Pendent
Sprinklers must be installed in ac-
cordance with the following instruc-
tions.
Step A. After installing the Style 10 or
40 Mounting Plate, as applicable, over
the sprinkler threads and with pipe
Page 6 of 8 TFP151
thread sealant applied to the pipe
threads, hand tighten the sprinkler into
the sprinkler fitting.
Step B. Tighten the sprinkler into the
sprinkler fitting using only the W-Type
7 Recessed Sprinkler Wrench (Ref.
Figure 7). With reference to Figure 1 or
2, the W-Type 7 Recessed Sprinkler
Wrench is to be applied tothe sprinkler
wrench flats.
Step C. After the ceiling has been in-
stalled or the finish coat has been ap-
plied, slide on the Style 10 or 40 Clo-
sure over the Series TY-B Sprinkler
and push the Closure over the Mount-
ing Plate until its flange comes in con-
tact with the ceiling.
Care and
Maintenance
The Series TY B Sprinklers must be
maintained and serviced in accord-
ance with the following instructions:
NOTES
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, permission to shutdown the
affected fire protection system must be
obtained from the proper authorities
and all personnel who may be affected
by this action must be notified.
Absence of an escutcheon, which is
used to cover a clearance hole, may
delay the time to sprinkler operation in
a fire situation.
Sprinklers that are found to be leaking
or exhibiting visible signs of corrosion
must be replaced.
Automatic sprinklers must never be
shipped or stored where their tempera-
ture will exceed 1001F/38°C and they
must never be painted, plated, coated
or otherwise altered after leaving the
factory. Modified sprinklers must be re-
placed. Sprinklers that have been ex-
posed to corrosive products of com-
bustion, but have not operated, should
be replaced if they cannot be com-
pletely cleaned by wiping the sprinkler
with a cloth or by brushing it with a soft
bristle brush.
Care must be exercised to avoid dam-
age to the sprinklers - before, during,
and after installation. Sprinklers dam-
aged by dropping, striking, wrench
twist/slippage, or the like, must be re-
placed. Also, replace any sprinklerthat
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section).
Frequent visual inspections are rec-
ommended to be initially performed for
corrosion resistant coated sprinklers,
after the installation has been com-
pleted, to verify the integrity of the cor-
rosion resistant coating. Thereafter,
annual inspections per NFPA 25
should suffice; however, instead of in-
specting from the floor level, a random
sampling of close-up visual inspec-
tions should be made, so as to better
determine the exact sprinkler condi-
tion and the long term integrity of the
corrosion resistant coating, as it may
be affected by the corrosive conditions
present.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, and/or the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' LI-
ABILITY EXCEED AN AMOUNT
EQUAL TO THE SALES PRICE.
THE FOREGOING WARRANTY IS
MADE IN LIEU OF ANY AND ALL
OTHER WARRANTIES EXPRESS OR
INPUED. INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR-
PDSE•
TFP1 S1
P/N 57 - XXX - X - XXX
MODEUSIN
570 5.6K UPRIGHT (1/2"NPT) TY3151
571 5.6K PENDENT (1/2"NPT) TY3251
590 8.0K UPRIGHT (3/4"NPT) TY4151
591 8.OK PENDENT (3/4"NPT) TY4251
560 8.OK UPRIGHT (1/2"NPT) TY4851
561 8.OK PENDENT (1/2'NPT) TY4951
Ordering
Procedure
SPRINKLER
1 NATURAL BRASS
4 WHITE POLYESTER
9 CHROME PLATED
7 LEAD COATED
6 WAX COATED
286°F/141°C MAX.
8 WAX OVER LEAD
286°F/141'C MAX.
TABLE B
PART NUMBER SELECTION
SERIES TY-B PENDENT AND UPRIGHT SPRINKLERS
When placing an order, indicate the full
product name. Refer to the Price List
for complete listing of Part Numbers.
Contact your local distributor for avail-
ability.
Sprinkler Assemblies with NPT
Thread Connections:
Specify: (Specify Model/SIN), Stand-
ard Response, (specify K-factor),
specify temperature rating), Series
TY-B (specify Pendent or Upright)
Sprinkler with (specify type of finish or
coating), P/N (specify from Table B).
Recessed Escutcheon:
Specify: Style (specify) Recessed Es-
cutcheon with (specify finish), P/N
specify).
1/2' (15 mm)
Style 10
Chrome Plated ......... P/N 56-701-9-010
1/2" (15 mm)
Style 10
White Color
Coated ................ P/N 56.701-4-010
3/4" (20 mm)
Style 40
Chrome Plated ......... P/N 56-700-9-010
3/4" (20 mm)
Style 40
While Color
Coated ................ P/N 56.700-4-010
Sprinkler Wrench: -
Specify: W-Type 6 Sprinkler Wrench,
P/N 56-000-6-387.
Specify: W-Type 7 Sprinkler Wrench,
P/N 56-850-4-001.
Wax Sticks:
for retouching wrench damaged
wax coating)
Specify: (Specify color) color coded
Wax Stick for retouching (specify tem-
perature rating) temperature rated Se-
ries TY-B Sprinklers, P/N (specify).
Black for 135117 ........... P/N 56-065-1-135
Red for 155°F ............ P/N 56.065-1-155
Yellow for 175°F ......... P/N 56.065-1-175
Blue for 200'F and
286°F ................ P/N 56-065-1.286
NOTES
Each wax stick is suitable for retouch-
ing up to twenty-five sprinklers.
The wax used for 286OF sprinklers is
the same as for 200OF sprinklers, and,
therefore, the 286°Fsprink/eris limited
to the same maximum ceiling tempera-
ture as the 200OF sprinkler (i.e.,
150°F).
Page 7 of 8
RATING
135 135'F/57°C
155 155-F/68'C
175 175°F/79'C
200 200°F/93'C
286 286°F/141°C
360 360°F/182°C
T
Grinnell
Standards and Specifications
DIMENSIONS MATERIAL GALVANIZING THREAD
PRESSURE
RATING
FEDERAL/
OTHER
M.I. Fittings
Class 150/PN 20 ASME B16.30 ASTM A-197 ASTM A-153 ASME B.1 20.1+ ASME B16.30 ASME B16.3" Class 300/PN 50 ASME B16.30 ASTM A-197 ASTM A-153 ASME B.1.20.1+ ASME B16.3-
M.I. Unions
Class 150/PN 20 ASME B16.390 ASTM A-197 ASTM A-153 ASME B.1.20.1+ ASME B16.390 ASME 616.39— Class 250 ASME B16.399 ASTM A-197 ASTM A-153 ASME B.1.20.1+ ASME B16.390Class300/PN 50 ASME B16.390 ASTM A-197 ASTM A-153 ASME B.1.20.1+ ASME B16.399
Cast Iron Threaded Fittings
Class 125 ASME B16.40 ASTM A-126 (A) ASTM A-153 ASME B.1.20.1+ ASME 616.40 ASME B16.4mClass250ASMEB16.49 ASTM A-126 (A) ASTM A-153 ASME B.1.20.1+ ASME B16.40 ASME B16.4m
C. I. Plugs and Bushings
ASME B16.140 ASTM A-126 (A) ASTM A-153 ASME B.1.20.1+ ASME B16.40 WW-P-471
C. I. Drainage Threaded Fittings
ASME B16.120 ASTM A-126 (A) ASTM A-153 ASME B.1.20.1+ ASME B16.120
C. I. Flanges and Flanged Fittings
Class 125 (1"-12") ASME B16.1• ASTM A-126 (A) or (B) ASTM A-153 ASME B.1.20.1+ ASME 616.10 ASME B16.10Class125 (14"-up) ASME B16.1• ASTM A-126 (B) ASTM A-153 ASME B.1.20.1+ ASME B16.10 ASME B16.10Class250 (1"-12") ASME B16.1• ASTM A-126 (A) or (B) ASTM A-153 ASME B.1.20.1+ ASME B16.10 ASME B76.1• Class 250 (14"-up) ASME B16.1• ASTM A-126 (B) ASTM A-153 ASME B.1.20.1+ ASME B16.10 ASME B16.10
Forged Steel Threaded Fittings
Class 2000, 3000, 6000
ASME 1316.119 ASTM A105, ASME B.1.20.1+ ASME B16.11•
A182
A350
Pipe Nipples ASTM A733
Steel Pipe
Welded
Seamless (High Temp.)
Brass
The Standard
an American National Standard (ANSI)
ASME B1.20.1 was ANSI B2.1
nFormerly WW-P-501
Formerly WW-P-521
Formerly WW-U-531
ASTM A 53 Type F or Type E
ASTM A 106 Gr. B
ASTM B 43
ASME B.1.20.1+
pf-114
i UHINNtLL - UHUVLOK
GRUVLOK FITTINGS
OR GROOVED END PIPE
Gruvlok fittings are available through 240
nominal pipe size In a variety of styles. These fittings
are designed to provide minimum pressure drop and
uniform strength.
Depending on styles and size, Gruvlok fittings are
provided In various materials Including malleable Iron,
ductile iron, forged steel or segmentally welded steel.
ressure ratings of Gruvlok standard fittings conform
those of Fig. 7001 Gruvlok couplings as shown on
page 13.
Material Specifications
Cast Fittings:
Ductile iron conforming to ASTM A-536
or
Malleable iron conforming to ASTM A-47
Steel Fittings:
Forged steel, conforming to ASTM A-106, Gr. B
For other metals contact Grinnell
Segment Welded Steel Fittings:
1-4" Carbon steel, Schedule 40, conforming to
ASTM A-53, Type F
5-6" Carbon steel, Schedule 40 conforming to
ASTM A-53, Type E or S, Gr. B
8-12" Carbon steel, Schedule 30, conforming to
ASTM A-53, Type E or S, Gr. B
14-24" Carbon steel, 0.375 wall, conforming to
ASTM A-53, Type E or S, Gr.B
Adapter Flanges:
Class 125 - cast iron conforming to ANSI B-16.1
Class 150 - carbon steel conforming to ANSI B-16.5
Class 300 - carbon steel conforming to ANDI B-16.5
Coatings:
Rust inhibiting lead-free paint.
Color: ORANGE (Standard)
RED (Optional)
Hot -dipped zinc galvanized (Optional).
For other coatings contact Grinnell.
Flow Data
Frictional Resistance
Expressed as Equivalent Straight Pipe)
Elbows Tee
Nominal Pipe Pipe Wall 90045° Branch RunSizeO.D. Thickness
Inches Inches Inches Feet Feet Feet Feet
1 1.315 0.133 1.7 0.9 4.4 1.7
1V4 1.660 0.14 2.3 1.2 5.8 2.3
11/2 1.900 0.145 2.7 1.3 6.7 2.7
2 2.375 0.154 3.4 1.7 8.6 3.4
2% 2.875 0.203 4.1 2.1 10.3 4.1
3 OD 2.996 0.197 4.3 2.2 10.8 4.3
3 3.500 0.216 5.1 2.6 12.8 5.1
4 4.500 0.237 6.7 3.4 16.8 6.7
41/4 OD 4.252 0.220 6.4 3.2 16.1 6.4
100 t0°
5 5.563 0.258 8.4 4.2 21.0 8.4
544 OD 5.236 0.248 8.0 4.0 20.1 8.0
125 t33.a
51/2 OD 5.500 0.248 3.3 4.2 20.9 8.3
6 6.625 0.280 10.1 5.1 25.3 10.1
150 155 -
61/4 OD 6.260 0.280 9.7 4.9 24.3 9.7
6%OD 6.5D0 0.280 10.0 5.0 24.9 10.0
8 8.625 0.322 13.3 6.7 33.3 13.3
209 1,0
10 10.750 0.365 16.7 8.4 41.8 16.7
25r• 2r3.c
12 12.750 0.375 20.0 10.0 50.0 20.0
300 32!.
14 14.000 0.375 22.2 17.7 64.2 22.9
355
16 16.000 0.375 25.5 20.4 73.9 26.4
400
18 18.000 0.375 28.9 23.1 87.2 31.1
J50 4j7
20 20.000 0.375 32.2 25.7 97.3 34.8
500 503 i
24 24.000 0.375 38.9 31.1 113.0 40.4
600 609 c c
For the branch of tee that is either increased or reduced in size, use the value that is
corresponding to the branch sdize.
Example: for 6" x 6" x 3" tee, the branch value of 3" is 12.8 ft. (3.9).
For sizes not listed interpolate from the values shown.
vn11v1 - V1lV V LUr,
Fig. 7000S
LIGHTWEIGHT
COUPLING
The Gruvlok Figure 7000S
Lightweight Coupling is designed
for applications where moderate
working pressures are encoun-
tered. Where system weight is a
factor the Figure 7000S
Lightweight Coupling provides a
rugged, reliable connection for the
fire protection industry.
Rated for working pressures to 175
PSI, the Figure 7000S Lightweight
Coupling provides the same ease
of installation, flexible design, and
built-in benefits as our domestic
line of couplings.
L and ULC Listed and FM
Approved the Gruvlok Figure
7000S Lightweight Coupling is the
item of choice of fire protection
systems designers and contractors
on critical fire protection system
installations.
The special Grade E, Type A gas-
ket, color stripe Violet, provides a
seal for ambient temperatures.
Gasket:
Figure 7000S Lightweight Coupling
Range of Deflections from CL CouplingLouplingDimensions Coupling Bolts Ap rox. Nominal
Pipe Max. Wk. Max. End Pipe End X I Y Z Sae
O.D. Pressure Load Separation Per Per Sae WI. Ea. Inches
Inches PSI Us. In hes Coupling inJh. Inches Oty. Is. Lbs. DNOmm
mm Da' kN mr. Degrees T.nme•=• 1 %
1.900 175 496 0-% 3046' 0.79 2% 4% 1% 2 x 2'%. 1.5 40
48.3 12.1 2.21 0.3.2 65.7 7: t ; - a: V 10 x 57 2
2.375 175 775 0-% 7-1' 0,63 3% 5% 1% 2 x 2Y.. 2.0 50
60.3 12.1 345 0.3.2 52.0 r.+.+. ^ x ?' 2%
2.875 175 1,136 0-% 20-29' 0.52 4 5% 1% 2 x 2% 2.1 65
73 12.1 5.05 0.3.2 43.3 10_ 14; 4- h110 x 5? 1.11 3
OD 2.996 175 1,234 0-% 2°-23' 0.50 4 616 1% 2 x 2% 2.3 65
76.1 12.1 5.49 0.3.2 416 t0_ 150 4s r,1;O x 57 1,t 3
3.500 175 1,684 0-% 2'-3' 0.43 4% 6Y 1% 2 3 x 2% 3.0 8o
88.9 12.1 7.49 0.3.2 35.8 tp:: 171 4: r.112x711) t.: 4
4.500 175 2,783 0-% 30.11' 0.67 5% B% 2 2 x 2% 4.4 100
114.3 12.1 12.38 0.6 4 55.5 14C. 3 0_ 5t At;2x i 2. 4%
OD 4.250 X 175 2,483 0-% 30-22' 0.70 5% 7% 2 2 x 3 4 100
108 12.1 11.04 0.5.4 58.7 14;• 197 51 A112 x 70 1 ? 5
5.563 175 4,253 04 20.35' 0.54 6% 9% 2 2 x 3% 6.0 140
141.3 12.1 18.92 0.64 45.1 17• 244 5; r 1E . ci 2.- 5%
OD 5.236 175 3,768 0-% 2044' 0.57 6% 9% 2 2 x 3% 5.7 12513312.1 16.76 0.5.4 47.7 1EP 332 5; 1.1'6' 3i 5%
OD 5,500 174 4,158 0-% T-36' 0.54 6% 9% 2 2 x 3% 6 125
139.7 12.1 18.50 0.6.4 5.4 17- 23c. 51 016 x 5? 6
6,625 175 6,033 0-% 20-10' 0.45 8 11 2 2 x 33 7.3 150
168.3 12.1 26.84 0.6 4 37.E 203 279 51 r.116x e? 3 7 6%
OD 6.259 175 5,384 0-% 20-17' 0.48 7% 10% 2 2 x 3% 6.7 150
159 12.1 23.95 0-6.4 39.6 1- 264 5; 1016 x 6J 3.1 6%
OD 6.500 175 5,807ES1.
6.1 20-
12' 0.46 7% 10% 2 2 x 3% 7 150
165.7 12.1 25.03 38.4 i F275 51 1,116 x 69 3.2 8
8.625 175 10,225 10-40' 0.35 10% 14Y.. 2% 2 x 4% 13 200
219.1 12.1 45.4E 28.1 E0 C123 x n0 c TEMP.
COLOR GENERAL SERVICE GRADE
RANGE COMPOUND CODE RECOMMENDATIONS Gruvlok
has been listed by Underwriters
Laboratories, Inc. E
400F EPDM
Violet and approved by Factory Mutual 1500E
Stripe Research for wet and dry (oil Special)
free air) sprinkler services to 175
PSI using the Grade 'E' special
gasket. Material
Specifications: Housing:
Ductile
iron conforming to ASTM-A536 Grade
65-45-12 Coatings:
Rust
inhibiting paint - color: orange (standard) ANSI
Bolts and Heavy Hex Nuts: Heat
treated, oval neck track head bolts conform- ing
to ASTM A183 Grade 2 with a minimum tensile strength
of 110,000 psi and heavy hex nuts of car- bon
steel conforming to ASTM A563 Grade A. Bolts
and nuts are provided zinc electroplated as standard.
Metric
Bolts and Heavy Hex Nuts: Heat
treated, zinc electroplated oval neck track head
bolts made of carbon steel with mechanical properties
per ISO 898-1 Class 8.8 or 9.8. Hex nuts
are zinc electroplate followed by a yellow chromate
dip. 12
PERFORMANCE DATA
1*
SIZES: TEXLINE FABRICATED FITTINGS ARE AVAILABLE IN SIZES FROM 1" THROUGH
24" PIPE IN SCHEDULES 7, 10 AND 40.
QUALITY ASSURANCE: TEXLINE FITTINGS ARE MANUFACTURED TO STRICT QUALITY
STANDARDS. FITTINGS ARE TESTED FOR LEAKAGE, GROOVE AND
CENTER TO END DIMENSIONS.
AMERICAN MADE: TEXLINE FITTINGS ARE MANUFACTURED IN THE UNITED STATES
FROM DOMESTICALLY MANUFACTURED MATERIAL.
COATINGS: TEXLINE FABRICATED FITTINGS ARE BLASTED TO BARE MILL AND
COATED BOTH INSIDE AND OUTSIDE WITH STANDARD ORANGE COATING
OR HOT DIPPED GALVANIZED.
APPROVALS: TEXLINE FITTINGS ARE MANUFACTURED TO THE SPECIFICATIONS AND
APPROVED BY FACTORY MUTUAL, UNDERWRITER'S LABORATORY,
UNDERWRITER'S LABORATORY OF CANADA AND THE CITY OF LOS ANGELES.
SPECIFICATIONS: TEXLINE FABRICATED FITTINGS HAVE BEEN TESTED AND LISTED
OR APPROVED BY UL AND FM FOR THE PRESSURE RATINGS LISTED IN THE
TABLE BELOW.
STAINLESS
PIPE SIZE
1 1/4"
SCH 7
300 PSI
SCH 10
300 PSI
SCH 40
300 PSI
1 1/2" 300 PSI 300 PSI 300 PSI
2" 300 PSI 300 PSI 300 PSI
21/2" 300 PSI 300 PSI 300 PSI
3" 300 PSI 300 PSI 300 PSI
3 1/2" 300 PSI 300 PSI 300 PSI
4" 300 PSI 300 PSI 300 PSI
5" N/A 300 PSI 300 PSI
6" 200 PSI 300 PSI 300 PSI
8" 300 PSI 300 PSI
10" 250 PSI 250 PSI
12" 300 PSI 300 PSI
12" TEE UL 250 PSI 250 PSI
12" TEE FM 200 PSI 200 PSI
12" CROSS UL 200 PSI 200 PSI
SPIGOT ASSM 175 PSI N/A
FLOOR ASSM 175 PSI 175 PSI
FLOW DATA FOR SEGMETALLY WELDED ELLS
EQUIVALENT FEET K FACTOR
2" 90 ELL 5 0.69
21/2" 90 ELL 6 0.64
3" 90 ELL 7 0.63
4" 90 ELL 10 0.75
6" 90 ELL 14 0.62
8" 90 ELL 18 0.62
300 PSI
300 PSI
300 PSI
300 PSI
300 PSI
300 PSI
300 PSI
Fire Protection by Computer Design
SIMPLEXGRINNELL
FIRE & SECURITY
3701 N. JOHN YOUNG PKWAY,
ORLANDO FLORIDA 32804
407-235-1100
Job Name RUSSELL ANODIZING ADDITION
Building WAREHOUSE
Location SANFORD FLORIDA
System WET
Contract COMM.
Data File RUSSELL.WXF
REGF V D
JUL 1 1 2003
U`-
PLANS KVIEWED
CITY OF SANFQRD
SIMPLEXGRINNELL Page 1
RUSSELL ANODIZING ADDITION Date
Hydraulic Desiqn Information Sheet
Name - RUSSEL ANODIZING ADDITION Date - 7-1-03
Location - SANFORD FLORIDA
Building - WAREHOUSE System No. - WET
Contractor - SIMPLEXGRINNELL Contract No. - COMM.
Calculated By - K.H. Drawing No. - 1 OF 1
Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - VARIES
Occupancy - ANODIZING FACILITY
S X) NFPA 13 1 ) Lt. Haz. Ord.Haz.Gp. 1 (X) 2 ( 3 ( ) Ex.Haz.
Y NFPA 231 ) NFPA 231C Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation 1500 System Type Sprinkler/Nozzle
Density 20 X) Wet Make TYCO
D Area Per Sprinkler 130 Dry Model TY-L
E Elevation at Highest Outlet 22 Deluge Size 3/4"
S Hose Allowance - Inside 0 Preaction K-Factor 8.0
I Rack Sprinkler Allowance 0 Other Temp.Rat.280
G Hose Allowance - Outside 250
N
Note
Calculation Flow Required - 612.30 Press Required - 61.08 At Test
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 6-2-03 Cap. -
T Time of Test - 9:00 A.M. Rated Cap.- Elev.-
E Static Press - 70 PSI @ Press -
R Residual Press - 60 PSI Elev. - Well
Flow - 1200 GPM Proof Flow
S Elevation - 0
U
P Location - MCKRACKEN ROAD
P
L Source of Information - SIMPLEXGRINNELL
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled $ Palletized % Rack
M
Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
vvdLv1 supply %.uivu kL,)
SIMPLEXGRINNELL
RUSSELL ANODIZING ADDITION
Page 2
Date
City Water Supply:
C1 -Static Pressure 70 PSI
C2 - Residual Pressure: 60 PSI
C2 - Residual Flow 1200 GPM
150
140
130
p 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
40
30
20
i0
200 400 600 800 1000 1200 1400 1600 1800
FLOW(NA1.85)
D1 -Elevation 9.528 PSI
D2 -System Flow 362.3 GPM
D2 -System Pressure 61.076 PSI
Hose (Adj City) GPM
Hose (Demand) 250 GPM
D3 -System Demand 612.3 GPM
Safe
Comouter Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
SIMPLEXGRINNELL
RUSSELL ANODIZING ADDITION
Page 3
Date
Fitting Legend
Abbrev. Name
A Generic Alarm Va
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90' Standard Elbow
F 46 Elbow
G Gate Valve
H 45 Grvd-Vic Elbow
1 99 Grvd-Vic Elbow
J 90' Grvd-Vic Tee
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbov
N PVC Standard Elbow
O PVC Tee Branch
P PVC 45' Elbow
Q Flow Control Valve
R PVC Coupling/Run Tee
S Swing Check Valve
T 90' Flow thru Tee
U 46 Firelock Elbow
V 90' Firelock Elbow
W Wafer Check Valve
X 99 Firelock Tee
Y Mechanical Tee
Z Flow Switch
Fittings Summary
SIMPLEXGRINNELL
RUSSELL ANODIZING ADDITION
Page 4
Date
Unadjusted Fittings Table
12 3/4 1 1 114 1 12 2 2112 3 3 12 4
A 7.7 21.5 17.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
0 9.5 17.0 28.0
E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5
1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0
J . 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0
0 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0
P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0
0 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0
S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 1.8 2.2 2.6 3.4
V 3.5 4.3 5.0 6.8
W 10.3
x 8.5 10.8 13.0 16.0
Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
17.0 27.0 29.0
9.0 10.0 12.0 19.0 21.0
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
47.0
12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0
2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0
4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0
8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0
21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0
36.0 55.0 45.0
8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0
10.0 12.0 16.0 19.0 22.0
33.0
27.0 32.0 45.0 55.0
25.0 30.0 35.0 50.0
4.2 5.0 5.0
8.5 10.0 13.0
13.1 31.8 35.8
21.0 25.0 33.0
12.0 14.0 18.0 22.0
65.0 76.0 87.0 98.0 109.0 130.0
60.0 71.0 81.0 91.0 101.0 121.0
27.4
27.0 35.0 40.0 45.0 50.0 61.0
Pressure / Flow Summary - STANDARD
SIMPLEXGRINNELL Page 5
RUSSELL ANODIZING ADDITION Date
Node
No.
Elevation K-Fact Pt
Actual
Pn Flow
Actual
Density Area Press
Reg,
1 22.0 8 10.56 no 26.0 2 130 7.0
2 22.0 8 10.75 no 26.23 2 130 7.0
3 22.0 8 11.42 no 27.04 2 130 7.0
4 22.0 8 12.89 no 28.72 2 130 7.0
5 22.0 8 15.48 no 31.47 2 130 7.0
6 22:0 8 10.58 no 26.03 2 130 7.0
7 22.0 8 10.77 no 26.25 1 130 7.0
8 22.0 8 11.45 no 27.07 2 130 7.0
9 22.0 8 12.91 no 28.75 2 130 7.0
10 22.0 8 15.51 no 31.5 2 130 7.0
11 22.0 8 26.85 no 41.45 2 130 7.0
12 22.0 8 27.29 no 41.79 2 130 7.0
R1 22.0 32.24 no
R2 22.0 32.3 no
R3 22.0 33.74 no
M1 22.0 34.24 no
M2 22.0 34.3 no
M3 22.0 34.51 no
M4 22.0 38.03 no
TR 22.0 41.21 no
BR 0.0 51.7 no
UG1 0.0 60.46 no 250.0
TEST 0.0 61.08 no
The ma)amum velocity is 19.1 and it occurs in the pipe between nodes 10 and R2
Final Calculations - Standard
SIMPLEXGRINNELL Page 6
RUSSELL ANODIZING ADDITION Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. .,CIO or Ftng's Pe Pv ******* Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 26.00 1.728 10.000 10.562 K Factor = 8.00
to 120 0.0 0.0
2 26.0 0.0186 10.000 0.186 Vel = 3.557
2 26.23 1.728 10.000 10.749 K Factor = 8.00
to 120 0.0 0.0
3 52.23 0.0676 10.006 0.676 Vel = 7.145
3 27.04 1.728 10.000 11.424 K Factor = 8.00
to 120 0.0 0.0
4 79.27 0.1463 10.000 1.463 Vel = 10.845
4 28.72 1.728 10.000 12.887 K Factor = 8.00
to 120 0.0 0.0
5 107.99 0.2592 10.000 2.592 Vel = 14.774
5 31.47 1.728 1 T 11.290 29.000 15.479 K Factor = 8.00
to 120 11.290 0.0
R1 139.46 0.4160 40.290 16.759 Vel = 19.079
0.0
139.46 32.238 K Factor = 24.56
6 26.03 1.728 10.000 10.583 K Factor = 8.00
to 120 0.0 0.0
7 26.03 0.0186 10.000 0.186 Val = 3.561
7 26.25 1.728 10.000 10.769 K Factor = 8.00
to 120 0.0 0.0
8 52.28 0.0677 10.000 0.677 Vel = 7.152
8 27.07 1.728 10.000 11.447 K Factor = 8.00
to 120 0.0 0.0
9 79.35 0.1465 10.000 1.465 Val = 10.855
9 28.74 1.728 10.000 12.912 K Factor = 8.00
to 120 0.0 0.0
10 108.09 0.2596 10.000 2.596 Vel = 14.787
10 31.51 1.728 1 T 11.290 29.000 15.508 K Factor = 8.00
to 120 11.290 0.0
R2 139.6 0.4167 40.290 16.790 Vel = 19.098
0.0
139.60 32.298 K Factor = 24.56_
11 41.45 1.728 10.000 26.848 K Factor = 8.00
A
to 120 0.0 0.0
12 41.45 0.0441 10.000 0.441 Vel = 5.671
12 41.79 1.728 1T 11.290 29.000 _ 27.289 K Factor = 8.00
to 120 11.290 0.0
R3 83.24 0.1601 40.290 6.451 Val = 11.388
0.0
83.24 33.740 K Factor = 14.33
R 1 139.46 2.067 1 T 10.000 1.500 32.238
to 120 10.000 0.0
M1 139.46 0.1738 11.500 1.999 Vel = 13.334
0.0
139.46 34.237 K Factor = 23.83
Final Calculations - Standard
SIMPLEXGRINNELL Page 7
RUSSELL ANODIZING ADDITION Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv *""" Notes ""*•'
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
R2 139.60 2.067 1 T 10.000 1.500 32.297
to 120 10.000 0.0
M2 139.6 0.1742 11.500 2.003 Vel = 13.347
0.0
139.60 34.300 K Factor = 23.84
R3 83.24 2.067 1T 10.000 1.500 33.741
to 120 10.000 0.0
M3 83.24 0.0670 11.500 0.770 Val = 7.959
0.0
83.24 34.511 K Factor = 14.17
M1 139.46 4.31 13.000 34.237
to 120 0.0 0.0
M2 139.46 0.0048 13.000 0.063 Vel = 3.067
M2 139.60 4.31 12.000 34.300
to 120 0.0 0.0
M3 279.06 0.0175 12.000 0.210 Vel = 6.137
M3 83.24 4.31 1 T 27.874 96.000 34.510
to 120 27.874 0.0
M4 362.3 0.0284 123.874 3.516 Vel = 7.967
M4 0.0 4.31 2M 11.150 90.000 38.026
to 120 22.299 0.0
TR 362.3 0.0284 112.299 3.187 Vel = 7.967
TR 0.0 4.31 1Z 13.937 20.000 41.213
to 120 13.937 9.528
BR 362.3 0.0284 33.937 0.963 Vel = 7.967
BR 0.0 4.24
4
6L 11.667 160.000 51.704
to 150 2T 38.891 147.780 2.500 Fboed loss = 2.5
UG1 362.3 0.0203 307.780 6.261 Vel = 8.232
UG1 250.00 6.08 1T 45.881 20.000 60.465 Qa = 250
to 150 45.879 0.0
TEST 612.3 0.0093 65.879 0.611 Vel = 6.766
0
612.30 61.076 K Factor = 78.35
F/A
RISER CHECK VALVES - 2" (50 mm) thru 8" (200 mm)
MODEL F517 GROOVED END — READY -RISER'"— 250 PSI (17,2 bar)
The 2 thru 8 inch (50 thru 200 mm)
Model F517 Grooved End Riser Check
Valves are designed for installation in
the risers of wet pipe (automatic sprin-
kler) fire protection systems and for use
in conjunction with vane -type waterflow
alarm detectors. The combination of
the F517, trim, vane -type waterflow de-
tector, and grooved end butterfly valve
illustrated in Figure A provides an eco-
nomical means for actuating electrical
alarms in installations not requiring a
mechanical alarm.
The F517 Riser Check Valve performs
as a single check valve for the water
supply connection to a wet pipe sprin-
kler system. It also serves to reduce the
possibility of false alarms by trapping a
portion of transient surges in supply
pressure within the system; thus, re-
ducing the possibility of subsequent
surges actuating the waterflow detec-
tor and its associated alarms.
The F517 may be installed in either a
vertically upward or horizontal flow di-
rection. It has cut groove inlet and out-
let connections which are suitable for
use with grooved end pipe couplings
that are listed or approved for fire pro-
tection system service.
The Riser Check Valve Trim includes
approved water supply and system
pressure gauges, as well as a main
drain valve appropriately sized to meet
the requirements of the National Fire
Protection Association for wet pipe
automatic sprinkler systems.
Refer to Technical Data Sheet TD200B
for information on vane -type waterflow
detectors.
The 2 thru 8 inch (50 thru 200 mm)
Model F517 Grooved End Riser Check
Valves are listed by Underwriters Lab-
oratories Inc. and Underwriters' Labo-
ratories of Canada. They are approved
by Factory Mutual Research Corpora-
tion as single check valves and as anti-
waterhammer check valves. They are
AUTOMATIC SPRINKLERS
in
WATER SUPPLY
FIGURE A
TYPICAL RISER CHECK VALVE INSTALLATION
Printed in U.S.A. 6-97 TD104B
2 INCH VALVES
1 - 300 lb. Water Pres-
sure Gauge (2 req'd)
2 - 1/4' Gauge Test Valve
2 req'd)
3 - 1/4' Plug (2 req'd)
4 - 1' Angle Valve
5 - 1/4" x 1-1/2' Nipple
6 - 1/4' x 4' Nipple
7 - 1' x close Nipple
RISER CHECK VALVE TRIM,
2-1/2 6 31NCH VALVES
1 - 300 lb. Water Pres-
sure Gauge (2 req'd)
2 - 1/4' Gauge Test Valve
2 req'd)
3 - 1/4' Plug (2 req'd)
4 - 1-1/4' Angle Valve
5 - 1/4' x 1-1/2' Nipple
6 - 1/4' x 4' Nipple
7 - 1-1/4' x close Nipple
4, 6 6 8 INCH VALVES
1 - 300 lb. Water Pres-
sure Gauge (2 req'd)
2 - 1/4" Gauge Test Valve
2 req'd)
3 - 1/4' Plug (2 req'd)
4 - 2" Angle Valve
5 - 1/4' x 1-1/2' Nipple
6 - 1/4' x 4' Nipple
7 - 2' x close Nipple
VALVE PIPE SIZE NOMINAL DIMENSIONS IN INCHES AND (MILLIMETRES)
WEIGHT
LBS. INCHES MILLIMETRES
A B C D E F KG) ANSI DN PIPE NPT
O.D.
2 50 60,3 6-3/4 2-3/16 5-3/4 8-7/8 3-3/16 1 7.5
171,5) 56) 146) 225) 81) 1 3,4)
2-1/2 65 73,0 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5
184,2) 57) 178) 246) 86) 4,8)
65 76,1 7-1/4 2-1/4 7 9-11/16 3-3/8 1-1/4 10.5
184,2) 57) 178) 246) 86) 4,8)
3 80 88,9 7-3/4 2-1/2 7-1/4 9-7/8 3-11/16 1-1/4 11.5
196,9) 1 (64) 184) 251) 94) 5,2)
4 100 114,3 8-1/4 3 7-7/8 13 4-1/4 2 13.5
209,6) 76) 200) 330) 108) 6,1)
150 165,1 12-3/4 4-1/4 8-5/16 14-1/8 6-3/4 2 33.5
323,9) 108) 227) 359) 172) 15,2)
6 150 168,3 12-3/4 4-1/4 8-5/16 14-1/8 6-3/4 2 33.5
323,9) 108) 227) 359) 172) 15,2)
8 200 219,1 14-5/8 5-1/4 9-15/16 15-1/4 8 2 59.0
371,5) 133) 253) 387) 203) 26,8)
FIGURE B
RISER CHECK VALVE TRIM AND NOMINAL INSTALLATION DIMENSIONS
also approved by the Scientific Serv-
ices Laboratories (Australia) and ac-
cepted by the City of New York under
MEA 38-92-M.
WARNING
The Model F517 Grooved End Riser
Check Valves described herein must
be installed and maintained in com-
pliance with this document, as well as
with the applicable standards of the
National Fire Protection Association,
in addition to the standards of any
other authorities having jurisdiction.
Failure to do so may impair the integ-
rity of these devices.
The owner is responsible for main-
taining their fire protection system
and devices in proper operating con-
dition. The installing contractor or
manufacturer should be contacted
relative to any questions.
2-
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Y
Job Name
Building
Location
System
Contract
Data File
Fire Protection by Computer Design
SIMPLEXGRIN N ELL
FIRE & SECURITY
3701 N. JOHN YOUNG PKWAY.
ORLANDO FLORIDA 32804
407-235-1100
RUSSELL ANODIZING ADDITION
WAREHOUSE
SANFORD FLORIDA
WET
COMM.
RUSSELL.WXF
RECECIVn
JUL 1 T10U3,
PLANS REVIEWED
CITY OF SANFORD
r
SIMPLEXGRINNELL Page 1
RUSSELL ANODIZING ADDITION Date
Hydraulic Design Information Sheet
Name - RUSSEL'ANODIZING ADDITION Date - 7-1-03
Location--SANFORD-FLORIDA —
Building - WAREHOUSE q System No. - WET
Contractor -SIMPLEXGRINNELL Contract No. - COMM.
Calculated By - K.H. L_ , Drawing No. - 1 OF 1
Construction: ( ) Combustible (X) No_n-Combustible Ceiling Height - VARIES
Occupancy - ANODIZING FACILITY
S -(X) NF.PA_13' J ) Lt. Haz. t. rd.Haz.Gp.--(") 1 _(X)2: ( ) 3 ( ) Ex.Haz.
Y ( jNFPA 231 ) NFPA 231C (—)—Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle
Density- - .20 (X) Wet Make TYCO
D Area Per Sprinkler - 130 ( ) Dry Model TY-L
E Elevation at Highest Outlet - 22 ( ) Deluge Size 3/4"
S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 8.0
I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.280
G Hose Allowance - Outside - 250
N
Note
Calculation Flow Required - 612.30 Press Required - 61.08 At Test
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 6-2-03 Cap. -
T Time of Test - 9:00 A.M. Rated Cap.- Elev.-
E Static Press - 70 PSI @ Press -
R Residual Press - 60 PSI Elev. - Well
Flow - 1200 GPM Proof Flow
S Elevation - 0
U
P Location MCKRACKEN ROAD
P
L Source of Information - SIMPLEXGRINNELL
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
Single Row ( ) Conven. Pallet Auto. Storage Encap.
S R ( ) Double Row ( ) Slave Pallet Solid Shelf Non
T A ( ) Mult. Row Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
vvatei oupply %aulve tLq
SIMPLEXGRINNELL
RUSSELL ANODIZING ADDITION
Page 2
Date
City Water Supply:
Cl - Static Pressure 70 PSI
C2 - Residual Pressure: 60 PSI
C2 - Residual Flow 1200 GPM
150
140
130
p 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
40
30
20
i0
200 400 600 800 1000 1200 1400 1600 1800
FLOW(NA1.85)
D1 -Elevation 9.528 PSI
D2 -System Flow 362.3 GPM
D2 -System Pressure ; 61.076 PSI
Nose ( Adj City) GPM
Hose (Demand) 250 GPM
03 -System Demand 612.3 GPM
Safety Margin 6.044 PSI
C1
D C2
D1
ti
Comouter Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
SIMPLEXGRINNELL
RUSSELL ANODIZING ADDITION
Page 3
Date
Fitting Legend
Abbrev. Name
A Generic Alarm Va
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90' Standard Elbow
F 46 Elbow
G Gate Valve
H 45' vrvd-Vic Elbow
I 90' Grvd-Vic Elbow
J 99 Grvd-Vic Tee
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N PVC Standard Elbow
O PVC Tee Branch
P PVC 45' Elbow
0 Flow Control Valve
R PVC Coupling/Run Tee
S Swing Check Valve
T 99 Flow thru Tee
U 45' Firelock Elbow
V 90' Firelock Elbow
W Wafer Check Valve
X 90' Firelock Tee
Y Mechanical Tee
Z Flow Switch
Fittings Summary
SIMPLEXGRINNELL
RUSSELL ANODIZING ADDITION
Page 4
Date
Unadjusted Fittings Table
1/2 3/4 1 1114 11/2 2 21/2 3 31/2 4
A 7.7 21.5 17.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 9.5 17.0 28.0
E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5
1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0
J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0
O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0
P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0
O 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0
S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 1.8 2.2 2.6 3.4
V 3.5 4.3 5.0 6.8
W 10.3
x 8.5 10.8 13.0 16.0
Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
17.0 27.0 29.0
9.0 10.0 12.0 19.0 21.0
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
47.0
12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0
2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0
4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0
8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0
21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0
36.0 55.0 45.0
8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0
10.0 12.0 16.0 19.0 22.0
33.0
27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0
25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0
4.2 5.0 5.0
8.5 10.0 13.0
13.1 31.8 35.8 27.4
21.0 25.0 33.0
12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Pressure / Flow Summary - STANDARD
1t SIMPLEXGRINNELL Page 5
RUSSELL ANODIZING ADDITION Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Rea.
1 22.0 8 10.56 no 26.0 2 130 7.0
2 22.0 8 10.75 no 26.23 2 130 7.0
3 22.0 8 11.42 no 27.04 2 130 7.0
4 22.0 8 12.89 no 28.72 2 130 7.0
5 22.0 8 15.48 no 31.47 2 130 7.0
6 22.0 8 10.58 no 26.03 2 130 7.0
7 22.0 8 10.77 no 26.25 2 130 7.0
8 22.0 8 11.45 no 27.07 2 130 7.0
9 22.0 8 12.91 no 28.75 2 130 7.0
10 22.0 8 15.51 no 31.5 2 130 7.0
11 22.0 8 26.85 no 41.45 2 130 7.0
12 22.0 8 27.29 no 41.79 2 130 7.0
R1 22.0 32.24 no
R2 22.0 32.3 no
R3 22.0 33.74 no
M1 22.0 34.24 no
M2 22.0 34.3 no
M3 22.0 34.51 no
M4 22.0 38.03 no
TR 22.0 41.21 no
BR 0.0 51.7 no
UG1 0.0 60.46 no 250.0
TEST 0.0 61.08 no
The ma)amum velocity is 19.1 and it occurs in the pipe between nodes 10 and R2
Final Calculations - Standard
SIMPLEXGRINNELL Page 6
RUSSELL ANODIZING ADDITION Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
1 26.00 1.728 10.000 10.562 K Factor = 8.00
to 120 0.0 0.0
2 26.0 0.0186 10.000 0.186 Vel = 3.557
2 26.23 1.728 10.000 10.749 K Factor = 8.00
to 120 0.0 0.0
3 52.23 0.0676 10.000 0.676 Vel = 7.145
3 27.04 1.728 10.000 11.424 K Factor = 8.00
to 120 0.0 0.0
4 79.27 0.1463 10.000 1.463 Vel = 10.845
4 28.72 1.728 10.000 12.887 K Factor = 8.00
to 120 0.0 0.0
5 107.99 0.2592 10.000 2.592 Vel = 14.774
5 31.47 1.728 IT 11.290 29.000 15.479 K Factor = 8.00
to 120 11.290 0.0
R1 139.46 0.4160 40.290 16.759 Vel = 19.079
0.0
139.46 32.238 K Factor = 24.56
6 26.03 1.728 10.000 10.583 K Factor = 8.00
to 120 0.0 0.0
7 26.03 0.0186 10.000 0.186 Vel = 3.561
7 26.25 1.728 10.000 10.769 K Factor = 8.00
to 120 0.0 0.0
8 52.28 0.0677 10.000 0.677 Vel = 7.152
8 27.07 1.728 10.000 11.447 K Factor = 8.00
to 120 0.0 0.0
9 79.35 0.1465 10.000 1.465 Vel = 10.855
9 28.74 1.728 10.000 12.912 K Factor = 8.00
to 120 0.0 0.0
10 108.09 0.2596 10.000 2.596 Vel = 14.787
10 31.51 1.728 IT 11.290 29.000 15.508 K Factor = 8.00
to 120 11.290 0.0
R2 139.6 0.4167 40.290 16.790 Vel = 19.098
0.0
139.60 32.298 K Factor = 24.56
11 41.45 1.728 10.000 26.848 K Factor = 8.00
to 120 0.0 0.0
12 41.45 0.0441 10.000 0.441 Vel = 5.671
12 41.79 1.728 IT 11.290 29.000 27.289 K Factor = 8.00
to 120 11.290 0.0
R3 83.24 0.1601 40.290 6.451 Vel = 11.388
0.0
83.24 33.740 K Factor = 14.33
R 1 139.46 2.067 IT 10.000 1.500 32.238
to 120 10.000 0.0
M1 139.46 0.1738 11.500 1.999 Vel = 13.334
0.0
139.46 34.237 K Factor = 23.83
Final Calculations - Standard
SIMPLEXGRINNELL Page 7
RUSSELL ANODIZING ADDITION Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv """' Notes
Point Qt Pf/UL Eqv. Ln. Total Pf Pn
R2 139.60 2.067 1 T 10.000 1.500 32.297
to 120 10.000 0.0
M2 139.6 0.1742 11.500 2.003 Vel = 13.347
0.0
139.60 34.300 K Factor = 23.84
R3 83.24 2.067 1T 10.000 1.500 33.741
to 120 10.000 0.0
M3 83.24 0.0670 11.500 0.770 Val = 7.959
0.0
83.24 34.511 K Factor = 14.17
M1 139.46 4.31 13.000 34.237
to 120 0.0 0.0
M2 139.46 0.0048 13.000 0.063 Vel = 3.067
M2 139.60 4.31 12.000 34.300
to 120 0.0 0.0
M3 279.06 0.0175 12.000 0.210 Vel = 6.137
M3 83.24 4.31 1 T 27.874 96.000 34.510
to 120 27.874 0.0
M4 362.3 0.0284 123.874 3.516 Vel = 7.967
M4 0.0 4.31 2M 11.150 90.000 38.026
to 120 22.299 0.0
TR 362.3 0.0284 112.299 3.187 Vel = 7.967
TR 0.0 4.31 1Z 13.937 20.000 41.213
to 120 13.937 9.528
BR 362.3 0.0284 33.937 0.963 Vel = 7.967
BR 0.0 4.24 6L 11.667 160.000 51.704
to 150 2T 38.891 147.780 2.500 Fbaed loss = 2.5
UG1 362.3 0.0203 307.780 6.261 Vel = 8.232
UG1 250.00 6.08 1T 45.881 20.000 60.465 Qa = 250
to 150 45.879 0.0
TEST 612.3 0.0093 65.879 0.611 Vel = 6.766
0
612.30 61.076 K Factor = 78.35
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 / FAX (407) 330-5677
Pager (407) 918-0395
Plans Review Sheet
Date: July 14, 2003 Business Address: 2501 Mc Cracken Road
Occ. Ch. 28 Industrial
Business Name: Russel Anodizing
Contractor: Simplex Grinnell Ph. (407) 235-1100
FAx (407)235-1150
Reviewed [ ] Reviewed with comment [ X ] Rejected []
Reviewed by: Timothy Robles, Fire Protection Inspector l7le-
Ordinary Group #2- 179- fire sprinkler heads
Comment: Instillation of 179 heads, One (1) types of design area.
1.1 Application — Per N.F.P.A. #13-1996 ed, Design area ordinary hazard group #2.
1.2 Storage allowed up to 12' (ft) in hieght
1.3 Design area #1— 174 heads'/4" 8.0 k factor /280 Brass upright
1.4 Design area #2- 5 heads %z" 5.6 k factor / Chrome ped, semi rec.
Tamper switches required on all outside and inside fire sprinkler valves, including
outside Backflow Prevention valves.
Fire sprinkler heads >Tyco heads
1
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2520 / FAX (407) 330-5677
Pager (407) 918-0395
Two (2) hour hydro and spacing test required.
Please have installer call for the following fire inspections
1. Under ground visual
2. Under ground two (2) hour hydro
3. Under ground 4 minute flush
4. Under ground visual with joints exposed
2