HomeMy WebLinkAboutCENTRAL AVE 29261 STE C_16-00001553FIRE
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lAt
PERMIT NO: 16-
RIVERSIDE COUNTY FIRE DEPARTMENT
OFFICE OF THE FIRE MARSHAL
CITY OF LAKE ELSINORE
130 S. Main St. Lake Elsinore, California 92530
951) 674-3124 Ext. 250 Dbloonv4?Lake-Elsinore.Org
PERMIT
JOB ADDRESS . . . . . 29261 CENTRAL AVE SUITE 4C
DESCRIPTION OF WORK . FIRE SERVICES
OWNER
LAKE ELSINORE MARKET PLACE
29273 CENTRAL AVENUE SUITE B
LAKE ELSINORE CA 92530
A.P.# . . . . . 377-040-027 2
OCCUPANCY . . .
CONSTRUCTION . -
VALUATION . . .
CONTRACTOR
CITY OF r4k--m
M-1- op TLAvr - LSIR
lr
DREAM EXTREME
PARAMOUNT FIRE SYSTEMS, INC.
8069 WING AVE
EL CAJON, CA 92020
619-562-6247
LIC EXP 0/00/00
FIRE SERVICES
QTY UNIT CHG
1.00 x 614.0000 LE FIRE TI SPRK 100-500
FEE SUMMARY
PERMIT FEES
FIRE SERVICES
CHARGES
614.00
TOTAL 614.00
SPECIAL NOTES & CONDITIONS
TI SPRINKLER (21-100) FOR NAVY FEDERAL
CREDIT UNION SUITE C
SQUARE FOOTAGE 0
GARAGE SQ FT 0
FIRE SPRNKLR
ZONE . . . . . . NA
ITEM CHARGE
614.00
PAID
614.00
614.00
DUE
00
00
City Of Lake Elsinore
Fire Services Division
Post in conspicuous place
on the job
You must furnish PERMIT NUMBER and the
JOB ADDRESS for each respective inspection:
Approved plans must be on job
at all times:
Inspection request (95 1) 674-3 124 ext. 250
Please read and initial14,,l am Licensed under the provisions of Business and professional Code Section 7000 et seq, and
my license is in full force.
2. l,as owner of the property,or my employees w/wages as their sole compensation will do the work
and the structure is not intended or offered for sale.
I,as owner of the property,am exclusively contracting with licensed contractors to construct the
project_
1 have a certificate of consent to selfinsure Or a certificate of Workers Compensation InsuranceL4
or a certified copy thereof
5. 1 shall not employ any person in any manner so as to become subject to Workers Compensation
Laws in the performance of the work for which this permit is issued.
Note: If you should become subject to Workers Compensation after making this certification,
you must forthwith comply with such provisions or this permit shall be deemed revoked. Code Approvals Date Inspector
Sprinkler System Start Time Finish Time 31,11%6 r i CQ
l,,... V11,
SKO I UG Thrust Block PrePour r 2 rc
SK02 Underground Rough/Hydro
SK04 JUnderground Flush
SK05 Weld Inspection j r i . ,eu,M
SK06 Overhead Rough/Ilvdro
SK99 Overhead Final t> r'
SK08 High Pile Storage (FPE)?
SK09 In -Rack Sprinklers,, 1t.
SK10 Hose Racks
SK03 Title 19 Verification
SK07 Bell/Main Drain/CMTC
Hydrant System Date Inspector
HS01 U.G. Thrust Block Pre -Pour
lUnderground Rough/HydroHS02
HS03 Underground Flush
HS99 Final/Signs/CM'fC
Knox System Date Inspector
KS01 Knox Rapid Entry
Fire Alarm Systems Date Inspector
FA01 Fire Alarm Wiring Insp,
FA02 Fire Alarm Function Test
FA03 Fire Alarm 24 Hr Battery
FA99 Fire Alarm Final
FA05 Sprinkler Monitoring
Fuel Storgae "Tanks Date Inspector
FTO I Underground Tank (S)
FT02 Aboveground Tank (S)
FT03 Fuel Dispensers Only
Building Inspections Date Inspector
FT99 T/I Final
FS99 Shell Final
Misc. Inspections Date Inspector
MIO I Spray Booths
M102 Hood/Duct Suppression
M103 11 ligh Pile/Rack Sim age
M104 H.P. Vents/Access/Corr.
M105 Haz-Mat Verification
MI06 Other:
G 14. o C")
RIVERSIDE COUNTY FIRE DEPARTMENT
C 1!
OFFICE OF THE FIRE MARSHAL
CITY OF LAKE ELSINORE LAKE j I-LSINORE
130 S. Main St. * Lake Elsinore, California 92530 DRITAM FXTR[,'NA1
951) 674-3124 Ext. 225 e Dbloorn(a)Lake-Elsinore, r
PERMIT APPLICATION FORM 16 "1 LA
Permit No. Project Name: tA V C.
I understand that after the second submittal and after
Project Address. C 6AJL t '67 failed inspections that additional fees will be required.
City & Zip: 9,1 532. Applicant Sign:''_ ry
Contact Information
CONTACT PERSON: Company Name:
Phone No: I i C% - '-,7,1-- i'-k C 7 E-mail Address: c -'X C
Plan Review Tvoe (Check appropriate items
t!!-Commercial 0 Industrial 0 Residential 0 Special Event 0 Other
Building 0 Building Tenant Improvement 0 Single Fam. Res. 0 Underground Water
Sprinkler System WI Sprinkler System 0 Sprinkler Monitoring 0 Fire Alarm System
Hood & Duct Suppression System 0 Other Suppression System 0 Spray Booth 0 Cell Site
0 High Pile/Racks 0 Operating Permit 0 Other:
Storage Tank Submittals:. 0 Dispensers Only 0. Above Ground 0 Underground
1 It Submittal Official Use•n y
Received Date: (I-) T_ I /ILReviewed bv--.--. PC Review Date: (- Z
Plans: ' Approved 0 Den
I
ied Letter Attached: OYes ONo J'Kcarcl Included: bYes ONop
Called for Pick -Up: Picked -Up Date: By
11
Date Date App4llt Sign
2nd Submittal Official Use Only
Received Date: Reviewed by: I*:
Plans: 0 Approved
r I
0 Denied Letter Attached: OYes ON(:F,,
M = !u C. f__ Z, 11 7tz -u 'T
Rcgb (q-04rClk5decl, 1914s O (-K 40 M
7, 0 M F M M =, — 11 Called
for Pick -Up: Picked -Up Date: BY: 8 3 "55 Date
Date j ipn 471 E :., Appli q -41 Resubmittal Fee
Paid Date: D C' M :z a-Z
U ------ 71--
UL C)-'Iicia!
Use Only V SubmittalReceivedDate:
Reviewed by: PC RbAVY tjd4o: Plans: 0
Approved 0 Denied Letter Attached: OYes DNo Job Card-AnclUded: Clies QNo Called for
Pick -Up: Picked -Up Date: By: C7- rTJ
m
Date Date
A PTP I ic a rU tign..' 0 M
M Resubmittal
Fee
Paid Date: 17n ii 'T' f..) CK 2:
4
M
Riverside County Fire Department
Office of the Fire Marshal
Lake Elsinore Fee Schedule
Visit us at www.loke-elsinore.ora
Re -submittal & Re -inspection Fee $168.00
Checks or Money Orders are to be made payable to:
City of Lake Elsinore
Plan Review/Inspection Plan Sets Flat Fee
Building 2
1,056,00 (<50K)
528.00 each add 50K
Tenant Improvement Building 2 696.00
Tenant Improvement Building (Under 5,000 sq. ft.) 2 348.00
Water System Plans 2 614.00
Fire Sprinkler (per head) 3
100) $614.00
100-Riser) $921.00
Tenant Improvement Sprinkler 3
20 or less) $307.00
21-100) $614.00
100-Riser) $921.00
Fire Alarm System 3
672 (1-10 Ini. Dev) $1008 (11-20
Ini. Dev) $1344 (20< Ini. Dev)
Sprinkler Monitoring System 3 454.00
Suppression Systems 3 454.00
Cell Tower Review (Generator/Batteries) 3 348.00
Aboveground Fuel Storage Tank (first tank) 3 584.00
Each additional tank 168.00
Dispensers only 3 454.00
High Pile or Rack Storage 3 348.00
Fire Flow Report 1 178.00
Technical Report — (FPE/Haz-Mat) 2 1008.00
Operating Permits (Each permit unless noted otherwise) 2 168.00
Items not listed above are on a sliding scale starting at 168.00 - Up
After hours Inspections 168,00 per/hr. 2 hr. min. (When
available)
Single Family Residential Review 2 75.00
Residential Tract Water Verification
Appr. Tract water
plans on -site
30.00/ per lot
168.00 minimum inspection fee
R3.1 Residential Care Facilities/Large Family Day Care 168.00/ pre -inspection
Residential Sprinkler 3
Plan Check $454.00
Insp. $210.00
RIVERSIDE COUNTY FIRE DEPARTMENT C ( r
OFFICE OF THE FIRE MARSHAL
r
CITY OF LADE ELSINORE LA LS I h0l E
130 S. Main St. • Lake Elsinore, California 92530 '
951) 674-3124 Ext. 225 • DbloomCr%-Lake-Elsinore.Org
Conditions of Approval
PERMIT #: 16-0495
Job: NAVY FEDERAL CREDIT UNION
Address: 29261 CENTRAL AVE SUITE "C", LAKE ELSINORE
To: VICTOR WRIGHT
Phone: 858-253-3167
E-MAIL: VICTOR_WRIGHT@NAVYFEDERAL.ORG
Sq. Ft. 3130 Occupancy Classification: B Total Occupant load: 55
Reviewed by: D. BLOOM Date: 3-8-2016
GENERAL CONDITIONS
1. LAKE ELSINORE FIRE PROTECTION PLANNING OFFICE RESPONSIBILITY- It is
the responsibility of the recipient of these Fire Department conditions to forward them to
all interested parties. The building permit number is required on all correspondence.
Questions should be directed to the Riverside County Office of the Fire Marshal Lake
Elsinore at 130 S Main St., Lake Elsinore, CA 92530. Phone: (951) 674-3124 Ext. 225,
Fax: (951) 471-1491.
2. APPROVED SYSTEMS- All of the following conditions titled "Prior to Final Inspection"
and/or any type of fire suppression systems must be reviewed, inspected and approved
by the Lake Elsinore Fire Protection Planning prior to Building Safety's final inspection.
The Fire Department letter of conditions, job card and approved plans must be at the job
site for all inspections.
ADOPTED CODES & LOCAL AMENDMENTS- The following plans have been
reviewed and conditioned with requirements that correspond with the appropriate
milestones. Regardless of the conditions, all plans shall comply with the Lake Elsinore
Municipal Code, the 2013 Adopted Codes (CFC, CBC, CMC, ect.), and all standards
referenced therein. These conditions are intended to assist in code compliance but, any
required provisions not named in these conditions shall also apply.
4. Occupancy Limitations Based on Hazardous Materials- It is prohibited to
use/process or store any hazardous material in this occupancy that would exceed the
maximum allowable quantities in the California Building Code and/or California Fire
Code. Any change to the use, process, and quantities or to the type of hazardous
materials shall be approved by Lake Elsinore Fire Protection Planning Department.
Submittal of hazardous material classification and quantification report and plans will be
required. A change of the above or reclassification of an occupancy type to an "H"
occupancy will required a full plan submittal to the Building and Fire departments.
Page I of 3
0
PRIOR TO BUILDING FINAL INSPECTION
5. Adjust Existing Sprinkler System- The fire sprinkler system within the building or
tenant space was approved for the original layout and commodities of the original or a
past occupancy. The sprinkler system will need to be modified and designed in
accordance with adopted standards. A licensed C-16 contractor shall do all sprinkler
work and/or certification. Plans, along with the current fee of $614.00 (<100 Heads),
921.00 (100-per riser), shall be submitted to the Fire Department for review and
approval prior to installation.
Title 19 Fire Sprinkler Certification- A five year sprinkler service and certification for
the existing sprinkler system is required per Title 19. A licensed C-16 contractor must
complete the servicing and certification. Documentation of completed work must be
submitted to the Fire Department. The five year and ongoing maintenance records for
the sprinkler system shall be provided prior to plan check approval.
Adjust Existing Alarm System- The existing fire alarm system shall be modified to
provide proper coverage as required by the California Building Code, California Fire
Code and adopted standards. A C-10 licensed contractor must submit plans, along with
the current fee of $761.00, to the Fire Department for review and approval prior to
installation.
8. Existing Fire Lanes- Existing fire lanes shall be maintained and additional fire lanes
may be required. Contact the Fire Department for guidance and any plan requirements.
The current deposit based plan check fee is $168.00
9. Extinguishers (Light Hazard)- Install a portable fire extinguisher, with a minimum rating
of 2A-10BC, for every 3,000 sq. ft. and/or 75 feet of travel distance. Fire extinguishers
shall be mounted no higher than 5 ft above finished floor, as measured to the top of the
extinguisher. Where not readily visible, signs shall be posted above all extinguishers to
indicate their locations. Extinguishers must have current CSFM service tags affixed; or
within one year of from the date of month and year of manufacture. (NOTE: If only a
year of manufacture is indicated, maintenance shall be due January 11t of the year
following.)
10. Knox Rapid Entry Box- A rapid entry Knox Box shall be installed on the outside of the
building. If a Knox box has already been installed provide keys to the tenant space for
inclusion in the main building Knox Box. Key(s) shall have durable and legible tags
affixed for identification of the correlating tenant space. Special forms are available from
this office for ordering the Knox Box. If the building/facility is protected with a fire alarm
or burglar alarm system, it is recommended that the lock box be "tamper" monitoring.
11. Exiting and Illumination- All exiting, emergency lighting, and exit illumination shall be
installed and compliant pursuant to all provisions of chapter 10, CFC 2013 edition.
12. Display Address (Suites)- In multi -tenant buildings, lettering a minimum of 6" in height
shall be posted with business names and suite numbers/letters on front and back doors.
All addressing must be legible, of a contrasting color with the background and
adequately illuminated to be visible from the street at all hours. All lettering shall be to
Architectural Standards.
13. Electrical Room Sign- Electrical room door shall be posted "ELECTRICAL ROOM" on
the outside of the door.
Page 2 of 3
U
14. Final Inspection- Prior to final fire approval you must be cleared by the Fire
Department. Business is not allowed to be conducted in the building prior to final
approval. Call our office to request a Fire Department inspection when you have
approved plans and have installed items as required.
Lake Elsinore Office of the Fire Marshal (951) 674-3124 Ext. 225
Doug Bloom
Assistant Fire Marshal
If any of the conditions are unclear, difficult to understand, or you would like to
set-up a meeting please feel free to contact me at (951) 674-3124 Ext. 225 so that I
can better assist you in the approval of this project.
Page 3 of 3
RIVERSIDE COUNTY FIRE DEPARTMENT
OFFICE OF THE FIRE MARSHAL
CITY OF LAKE ELSINORE
130 S. Main St. Lake Elsinore, California 92530
951) 674-3124 Ext. 250 Dblooni(&Lake-Elsinore.Org
PERMIT
PERMIT NO: 16-00000495
JOB ADDRESS . . . . . 29261 CENTRAL AVE SUITE #C
DESCRIPTION OF WORK FIRE SERVICES
OWNER CONTRACTOR
LAKE ELSINORE MARKET PLACE
29273 CENTRAL AVENUE SUITE B
LAKE ELSINORE CA 92530
A.P.# . . . . . 377-040-027 2
OCCUPANCY . . .
CONSTRUCTION . .
VALUATION . . .
CITY OF
LAX-E '-,')%ILSINORE
DREAM EXTREME
DATE: 4/20/1
SIERRA CONTRACTING
445 CORPORATE DR.
ESCONDIDO CA 92029
760-745-8769
LIC EXP 0/00/00
SQUARE FOOTAGE 0
GARAGE SQ FT 0
FIRE SPRNKLR
ZONE . . . . . . NA
FIRE SERVICES
QTY UNIT CHG
1.00 x 348.0000 LE FIRE TI <5,000 SF
FEE SUMMARY
PERMIT FEES
FIRE SERVICES
TOTAL
SPECIAL NOTES & CONDITIONS_
TI FOR NAVY FEDERAL 3130SF
ITEM CHARGE
348.00
CHARGES PAID DUE
348.00 348.00 .00
348.00 348.00 .00
City of Lake Elsinore
Fire Services Division
Post in conspicuous place
on the job
You must furnish PERMIT NUMBER and the
JOB ADDRESS for each respective inspection:
Approved plans must be on job
at all times:
Inspection request (951) 674-3124 ext. 250
Please read and initial '
a_,, . I am Licensed under the provisions of Business and professional Code Section 7000 et seq. and
my license is in full force.
2. I,as owner of the property,or my employees w/wages as their sole compensation will do the work
and the structure is not intended or offered for sale.
3. I,as owner of the property,am exclusively contracting with licensed contractors to construct the
project.
a4. I have a certificate of consent to selfinsure or a certificate of Workers Compensation Insurance
or a certified copy thereof.
5. 1 shall not employ any person in any manner so as to become subject to Workers Compensation
Laws in the performance of the work for which this permit is issued.
Note: If you should become subject to Workers Compensation after making this certification,
you must forthwith comply with such provisions or this permit shall be deemed revoked. Code Approvals Date Inspector
Sprinkler System Start Time Finish Time
SK01 UG Thrust Block PrePour
SK02 Underground Rough/Hydro
SK04 Underground Flush
SK05 Weld Inspection
SK06 Overhead Rough/Hydro
SK99 Overhead Final
SK08 High Pile Storage (FPE)
SK09 In -Rack Sprinklers
SKI O Hose Racks
SK03 Title 19 Verification
SK07 Bell/Main Drain/CMTC
Hydrant System Date Inspector
HSO 1 1U.G. Thrust Block Pre -Pour
lUnderground Rough/HydroHS02
HS03 Underground Flush
HS99 Final/Signs/CMTC
Knox System Date Inspector
KSOI Knox Rapid Entry
Fire Alarm Systems Date Inspector
FA01 Fire Alarm Wiring Insp.
FA02 Fire Alarm Function Test
FA03 Fire Alarm 24 Hr Battery
FA99 lFire Alarm Final
FA05 Sprinkler Monitoring
Fuel Storgae Tanks Date Inspector
FTO I Underground Tank (S)
FT02 Aboveground Tank (S)
FT03 Fuel Dispensers Only
Building Inspections Date Inspector
FT99 T/I Final
FS99 Shell Final
Misc. Inspections Date Inspector
MIO I Spray Booths
MI02 Hood/Duct Suppression
M103 High Pile/Rack Storage
MI04 H.P. Vents/Access/Corr.
MI05 Haz-Mat Verification
MI06 Other:
PIRMIT APPLIC ATION f ORM
Permit No
IM
P,roject Address c Ajz
City 2, Zip: LjA 1cApplicant Sign. LL2 CON
TACT PERSON: Vlct,,, Company Nome: f C
A Phone
No:
t E-mail Address; an Raview
T/pe- (Checl,< CPO,-oprioile iierns) L_ 12Commercial
01 , ndustrial 0 Residential 0 Special Eveni 0 Other f n
Single Farn. Res. Ci Underground waterL-1 Building@BuildingTenantImprovement0Sprinkler
n k,le r monitoring 0, Fire Alarm System 0 SPrjnj<
ler System 0 TI Sprinkler System 0 0
Hood8Z.,
Duct Suppression System n Other Suppression System Spray boo 0 Cell Site 0 High
Pile/Racks 0 Operating Permit 0 0-'(her: 0 Above
Ground 0, Underground Stair age
Tank Sub mMalls: CI Dispensers Only Received Date:
Plans: WApprove(
Called f4r
Pick -Up: Received Dore;
PC Review
Doi e: 3- 7- Ile Reviewed bJ
it XIlO
0 DenieDeniedLeiter Altcched:/
CYes ONo Job Car eluded: `es NO Picked -Up Date:
Y: gra fis gn
Date Date A
Plans; 0
Approved
0 Denied Coiled for Pic", -
UP: — Date Resubrniit0l Fee
Paid
Dote, Reviewed by: Letter
Attached: Dyes
CINO Pick-e-d-
Up Date: — By Date Received Dole,
Revjevved
by Plcins :1 App(
owedl C Denied Lei,ierAllciched: 12Yes _J\10 Called l 0 (
Pick -Up; i C < ecl - U 0 ID ('D f Y ReStjrDf-nii;C11
Fee Pold oclife, PC Revie\/\/ Dole',
9, 2- -ID
IT.
D bi fTj 37., CL CL I
171 js, in ,
J
r:7 rj
f'j2'.,
Tj -4-
1 11 14*11e f-
ri T. -
Q 4,_.,i 11 j e _Vs
i b CarjqjJ
A
Rivarsids County Fire Department
O,Fff:,,s of the Firs Marsha]
Lake Elalnors Fee Schaduls
Vo0ji I, www, LIO.-- -grg
Checks or Money Orders arez to be made paysible to:
City of Lake Eisinwe
flan3A'i 9W" lan ReviewArispection, L Plan Sats Flat Fee
BuildingtTenani 2 1,056 00 (<50K)
528,00 each add 50K
Improvement Building 2 696.00
Tenant Improvement Building (Under 5,000 sq ft.) 2 348 00
Water System Plans 2 61400
Fire Sprinkler (per head) 3
100) $614,00
1 00-Riser) $921 00
Tenant Improvement Sprinkler 3
20 or less) $307 00
21-100) $614 oo
000-Riser) $92 1,00
Fire Alarm stemFireAlarmSystem 3
672 (1 -10 Ini Dev) $1008 (11-20
Ini Dev) $1344 (20< Ini. Dev)
S ke M 'torSprinklerMonitoring SystemSprinklerMonitoringSystem 3 454,00
S upp ress'o n SystemsSuppressionSystems 3 5 ,0454,000
Cell Tower Revievv (Generator/Batteries) 3
4
83348,0000
Aboveground Aboveground Fuel Storage Tank (first tank) 3 584,00
E :cach additional lank 168,00
onlyonly 3 45400
High Pile or Rack Storage 3 348.00
Fire Flow Report 1 178 00
Technical Report — (FPE/Haz-Mat) 2 1008,00
Operating Permits (Each permit unless noted otherwise) 2 168 00
Items not listed above are on a sliding scale starting at 168 00 - Up
After hours Inspections 168 00 per/hr 2 hr min (NIA/hen
available) v
Single Family Resideoetai Raview 2 7300
F,Res,Geoaal Tract O/aier klaorication
I
Appr Tract outer
Ilan s on -site1
30 001 per log
1 113-158 00 mimmum inspection 1ee
R3 I Care "acilmes/1-acge Family Day Care V 63 00/ pre -inspection
Pasideniial Sprinller 3
plan Chec!,, %e!5L, 00insp521l] 00
Worldwide
www.tyco-fire.com
Contacts
Series RFII — 5.6 K-factor
i"Royal Flush II" Concealed Pendent Sprinklers
Quick & Standard Response, Standard Coverage
General
Description
The TYCO Series RFII 5.6 K-factor,
Royal Flush II" Concealed Pendent
Sprinklers Quick Response (3-mm
bulb) and Standard Response (5-mm
bulb), are decorative sprinklers featur-
ing a flat cover plate designed to con-
ceal the sprinkler. These sprinklers are
optimal for architecturally sensitive ar-
eas such as hotel lobbies, office build-
ings, churches, and restaurants.
Each sprinkler includes a Cover Plate/
Retainer Assembly and a Sprinkler/
Support Cup Assembly. The separa-
ble, two-piece assembly design pro-
vides the following benefits:
Allows installation of the sprinklers
and pressure testing of the fire pro-
tection system prior to installation
of a suspended ceiling or applica-
tion of the finish coating to a fixed
ceiling.
Permits the removal of suspended
ceiling panels for access to building
service equipment without having
to first shut down the fire protection
system and remove sprinklers.
Provides for 1/2 inch (12,7 mm) of
vertical adjustment to allow a mea-
sure of flexibility in determining the
length of fixed piping to cut for the
sprinkler drops.
The Series RFII Sprinklers are shipped
with a Disposable Protective Cap. The
Protective Cap is temporarily removed
during installation and replaced to help
protect the sprinkler during ceiling in -
IMPORTANT
Always refer to Technical Data
Sheet TFP700 for the "INSTALLER
WARNING' that provides cautions
with respect to handling and instal-
lation of sprinkler systems and com-
ponents. improper handling and in-
stallation can permanently damage
a sprinkler system or its components
and cause the sprinkler to fail to
operate in a fire situation or cause it
to operate prematurely.
stallation or finish. The tip of the Pro-
tective Cap can be used to mark the
center of the ceiling hole into plaster
board or ceiling tiles by gently push-
ing the ceiling product against the Pro-
tective Cap. When ceiling installation
is complete, the Protective Cap is re-
moved and the Cover Plate/Retainer
Assembly is installed.
As an option, the Series RFII Standard
Response (5-mm bulb) "Royal Flush II"
Concealed Pendent Sprinklers can be
fitted with a silicone Air and Dust Seal.
Refer to Figure 5.) The Air and Dust
Seal is intended for sensitive areas
where it is desirable to prevent air and
dust from the area above the ceiling to
pass through the cover plate.
The Series RFII Concealed Pendent
Sprinklers described herein must be
installed and maintained in compli-
ance with this document and with the
applicable standards of the National
Fire Protection Association, in addi-
tion to the standards of any authori-
ties having jurisdiction. Failure to do so
may impair the performance 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
with any questions.
Sprinkler
Identification
Number (SIN)
TY3531 — 3 mm bulb
TY3551 — 5 mm bulb
Technical
Data
Sprinkler Approvals
Approvals apply only to the service
conditions indicated in the Design Cri-
teria section.
TY3531 (3-mm Bulb) is UL Listed,
C-UL Listed, VdS Approved (Certif-
icate No. G4090007), and NYC Ap-
proved (MEA 353-01-E) as Quick
Response.
TY3531 (3-mm Bulb) is FM and
LPCB Approved (Ref. No. 094a/10)
Approved as Standard Response.
Factory Mutual and LPCB do not
approve any concealed sprinklers
for quick response.
TY3551 (5-mm Bulb) is UL Listed,
C-UL Listed, FM Approved, LPCB
Approved (Ref. No. 094a/9), and
NYC Approved (MEA 353-01-E) as
Standard Response.
Approvals for Air and Dust Seal
UL and C-UL Listed for use with the
RFII Standard Response Concealed
Sprinkler (TY3551).
Maximum Working Pressure
Maximum 250 psi (17,3 bar) by UL,
C-UL, and NYC
Maximum 175 psi (12,1 bar) by FM,
VdS, and LPCB
Temperature Rating
155°F (68°C) Sprinkler with
139°F (59°C) Plate
200°F (93°C) Sprinkler with
165°F (74°C) Plate
Discharge Coefficient
K= 5.6 GPM/psi112 (80,6 LPM/bart/2)
Adjustment
112 inch (12,7 mm)
Finishes
See the Ordering Procedure section.
Page 1 of 4 MARCH 2O13 TFP181
TFP181
Page 2 of 4
Physical Characteristics
Frame ................... Bronze
Support Cup.......... Chrome
Plated Steel
Guide Pins ......... Stainless Steel
Deflector ................. Bronze
Compression Screw......... Brass
Bulb ........... Glass
Cap ............. Bronze or Copper
Sealing Assembly Beryllium
Nickel w/ TEFLON
Cover Plate ................ Brass
Retainer .................. Brass
Ejection Spring...... Stainless Steel
Design
Criteria
The TYCO Series RFII 5.6 K-factor,
Royal Flush II" Concealed Pendent
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; for example, UL List-
ing is based on NFPA 13 and VdS Ap-
proval is based on the CEA 4001.
For more information on LPCB and
VdS Approvals, contact Tyco Fire Pro-
tection Products at the following office:
Enschede, Netherlands
Telephone: 31-53-428-4444
Fax:31-53-428-3377
The Series RFII Concealed Pendent
Sprinklers are only listed and approved
with the Series RFII Concealed Cover
Plates having a factory applied finish.
Do not use the Series RFII in applica-
tions where the air pressure above
the ceiling is greater than that be-
low. Down drafts through the Sprin-
kler/Support Cup Assembly can delay
sprinkler operation in a fire situation.
Operation
When exposed to heat from a fire, the
Cover Plate, normally soldered to the
Retainer at three points, falls away to
expose the Sprinkler/Support Cup
Assembly.
The Deflector — supported by the
Guide Pins — then drops down to its
operational position.
The glass bulb contains a fluid that ex-
pands when exposed to heat. When
the rated temperature is reached, the
fluid expands sufficiently to shatter the
glass bulb, activating the sprinkler and
allowing water to flow.
1/2" NPI
FRAME
SUPPOR'
CUP WITI
ROLL FORK
THREAD,'
GUIDE
PINS (2)
DEFLECTOR
SPRINKLER/SUPPORT CUP
ASSEMBLY
I I
EALING
SEMBLY
CAP
BULB
PRESSION
CREW
LECTOR
30PPED
POSITION)
THREAD INTO RETAINER
SUPPORT WITH THREAD
CUP UNTIL O O DIMPLES
MOUNTING
SURFACE IS EJECTION
FLUSH WITH SPRING
CEILING
SOLDER COVER
TABS (3) COVER PLATE/RETAINER PLATE
ASSEMBLY
FIGURE 1
MODEL RFII CONCEALED SPRINKLER
ASSEMBLY
Installation
The TYCO Series RFII 5.6 K-factor,
Royal Flush II" Concealed Pendent
Sprinklers must be installed in accor-
dance with this section.
General Instructions
Do not install any bulb -type sprinkler if
the bulb is cracked or there is a loss
of liquid from the bulb. With the sprin-
kler held horizontally, a small air bub-
ble should be present. The diameter
of the air bubble is approximately 1/16
inch (1,6 mm) for the 155'F (68'C) and
3/32 inch (2,4 mm) for the 200°F (93°C)
temperature ratings.
A leak -tight 1/2 inch NPT sprinkler joint
should be obtained by applying a min-
imum to maximum torque of 7 to 14
ft.-lbs. (9,5 to 19,0 Nm). Higher levels
of torque can distort the sprinkler In-
let with consequent leakage or impair-
ment of the sprinkler.
Do not attempt to compensate for in-
sufficient adjustment in the Sprinkler
by under- or over -tightening the Sprin-
kler/Support Cup Assembly. Re -adjust
the position of the sprinkler fitting to
suit.
Step 1. Install the sprinkler only in the
pendent position with the center -line
of the sprinkler perpendicular to the
mounting surface.
Step 2. Remove the Protective Cap.
Step 3. With pipe thread sealant ap-
plied to the pipe threads, hand -tighten
the sprinkler into the sprinkler fitting.
Step 4. Wrench -tighten the sprinkler
using only the RFII Sprinkler Wrench.
Refer to Figure 3.) Apply the RFII
Sprinkler Wrench to the Sprinkler as
shown in Figure 3.
Step 5. Replace the Protective Cap
by pushing it upwards until it bottoms
out against the Support Cup. (Refer
to Figure 4.) The Protective Cap helps
prevent damage to the Deflector and
FACE OF
SPRINKLER
FITTING
SPRINKLER
SUPPORT CUP
ASSEMBLY
1/2" (12,7 mm)
THREADED
D ADJUSTMENT
FACE
OF CEILING,
RETAINING RING
MOUNTING
SURFACE
3/16"to 11/16"
4,8 to 17,5 mm)
REFERENCE
COVER PLATE
PROFILE DEPTH
DIMENSION B
CLEARANCE HOLE
DIAMETER -
DIMENSION C
T-
MANUFACTURER DEFLECTOR COVER PLATE
PRESET GAP IN DROPPED RETAINER
3/32" (2,4 mm) POSITION ASSEMBLY
COVER PLATE
DIAMETER
DIMENSION A
A: 3-1/4 inches (82,6 mm) C: 2-3/8 to 2-5/8 inches (60,3 to 66,7 mm)
B: 3/16 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm)
FIGURE 2
SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS
TFP181
Page 3 of 4
Arms during ceiling installation and/or
finish. You can also use the Protective
Cap to locate the center of the clear-
ance hole by gently pushing the ceiling
material up against the center point of
the Protective Cap.
As long as the Protective Cap remains
in place, the system is considered
Out of Service".
Step 6. After the ceiling has been com-
pleted with the 2-112 inch (63,5 mm) di-
ameter clearance hole and in prepa-
ration for installing the Cover Plate/
Retainer Assembly, remove and dis-
card the Protective Cap. Verify that the
Deflector moves up and down freely.
If the Sprinkler is damaged and the
Deflector does not move up and down
freely, replace the entire Sprinkler.
Do not attempt to modify or repair a
damaged sprinkler.
Step 7. When installing an Air and
Dust Seal, refer to Figure 5; otherwise,
proceed to Step 8. To attach the Air
and Dust Seal, verify the angle of the
outside edge of the seal is oriented ac-
cording to Figure 5. Start the edge of
the Retainer in the grooved slot of the
Air and Dust Seal and continue around
the retainer until the entire Air and Dust
Seal is engaged.
Step 8. Screw on the Cover Plate/
Retainer Assembly until the Retainer
shown in Figure 2) or the Air and Dust
Seal (shown in Figure 5) contacts the
ceiling. Do not continue to screw on
the Cover Plate/Retainer Assembly
so that it lifts a ceiling panel out of its
normal position. If you cannot engage
the Cover Plate/Retainer Assembly
with the Support Cup or you cannot
engage the Cover Plate/Retainer As-
sembly sufficiently to contact the ceil-
ing, you must reposition the Sprinkler
Fitting.
TFP181
Page 4of4
Care and
Maintenance
The TYCO Series RFII 5.6 K-fac-
tor, "Royal Flush II" Concealed Pen-
dent Sprinklers must be maintained
and serviced in accordance with this
section.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system that
it controls, obtain permission to shut
down the affected fire protection sys-
tem from the proper authorities and
notify all personnel who may be affect-
ed by this action.
Absence of the Cover Plate/Retainer
Assembly can delay sprinkler opera-
tion in a fire situation.
When properly installed, there is a
nominal 3/32 inch (2,4 mm) air gap be-
tween the lip of the Cover Plate and the
ceiling, as shown in Figure 2.
This air gap is necessary for proper
operation of the sprinkler. If the ceil-
ing requires repainting after sprinkler
installation, ensure that the new paint
does not seal off any of the air gap.
Do not pull the Cover Plate relative to
the Enclosure. Separation may result.
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
painted, plated, coated, or other-
wise altered after leaving the factory.
Modified sprinklers must be replaced.
Sprinklers that have been exposed to
corrosive products of combustion, but
have not operated, should be replaced
if they cannot be completely 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 sprinkler that
has a cracked bulb or that has lost
liquid from its bulb. (Ref. Installation
Section.)
Exercise care to avoid damage to
sprinklers before, during, and after in-
stallation. Replace sprinklers damaged
by dropping, striking, wrench twisting,
wrench slipping, or the like. Also, re-
place any sprinkler that has a cracked
bulb or that has lost liquid from its
bulb. (Refer to the Installation section.)
SUPPORT SPRINKLER FACE OF ORIENT
CUP CEILING SEAL
BEVEL AS
COVER
SHOWN
PLATE
RETAINER
ASSEMBLY
AIR
AND DUST
LIP OF COVER SEAL
RETAINER PLATE
FIGURE 5
OPTIONAL AIR AND DUST SEAL FOR SERIES RFII (TY3551)
If you must remove a sprinkler, do not
reinstall it or a replacement without re-
installing the Cover Plate/Retainer As-
sembly. If a Cover Plate/Retainer As-
sembly becomes dislodged during
service, replace it immediately.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and devic-
es in compliance with this document,
as well as with the applicable stan-
dards of the National Fire Protection
Association (e.g., NFPA 25), in addition
to the standards of any other authori-
ties having jurisdiction. Contact the in-
stalling contractor or sprinkler manu-
facturer regarding any questions.
Automatic sprinkler systems should be
inspected, tested, and maintained by a
qualified Inspection Service in accor-
dance with local requirements and/or
national code.
Ordering
Procedure
Contact your local distributor for
availability. When placing an order,
indicate the full product name.
Sprinkler/Support Cup Assembly
Specify: Series RFII (specify SIN),
K=5.6, "Royal Flush 11" Pendent Sprin-
klers (specify) temperature rating and
specify) finish, P/N (specify).
155°F (68°C 200°F (93°C)
TY3531 51-792-1-155 51-792-1-200
TY3551 51-790-1-155 51-790-1-200
Separately Ordered Cover Plate/
Retainer Assembly:
Specify: (temperature rating from be-
low) Series RFII Concealed Cover
Plate with (finish), P/N (specify).
139°F (59°C)(a) 165°F (74°C)(b)
Grey White
RAL9002).... 56-792-0-135 56-792-0-165
Brass.......... 56-792-1-135 56-792-1-165
Pure White (c)
RAL9010) .... 56-792-3-135 56-792-3-165
Signal White
RAL9003).... 56-792-4-135 56-792-4-165
Jet Black
RAL9005) .... 56-792-6-135 59-792-6-165
Brushed
Chrome........ 56-792-8-135 56-792-8-165
Chrome........ 56-792-9-135 56-792-9-165
Custom ........ 56-792-X-135 56-792-X-165
a) For use with 155°F (68°C) sprinklers.
b) For use with 200°F (93°C) sprinklers.
c) Eastern Hemisphere sales only.
Sprinkler Wrench
Specify: RFII Sprinkler Wrench,
P/N 56-000-1-075.
Air and Dust Seal
Specify: Air and Dust Seal,
P/N 56-908-1-001.
GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700
Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. t iTEFLONistrademarkofTheDuPontCorporation. y
DynamThreade m-COAT
Submittal DataSheet
Full Line Sch-40 Replacement
Dyna-Thread° — M-COAT" sprinkler pipe represents an engineering advancement for
the sprinkler pipe industry. It combines the safety and longevity of trail tional Sch-40
pipe with quality and superior hydraulic advantages.
Comparison to Schedule 40 Dyna-Thread- M-COATsinSde
diameter is up to 3.6% larger than Sch 40 giving it superior hydraulics. Also, when used
in combination with Dyna-Flow — M-COAT pipe, down sizing often occurs. Dyna-Thread
M-COAT is fully listed and approved UL, ULC, and FM for fire sprinkler aaplications.ltre
life expectancy of Dyna-Thread — M-COAT and Sch- 0 are equal based on the calculated
wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread — M-COAT
facilitates smooth threading and lower maintenance costs -The exterior of Dyna-Thread
M-COAT is protected by a clear, durable mill coating for extended shelf life and easy paint
application. With its increased strength and l ghter weight, Dyna-Thread —,M-COAT reduces
installation fatgue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is
a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is
based on the calculated wall thickness at the base of the first exposed thread, assumed to
be the weakest point of the pip: length, Dyna-Thread — M-COAT and Sch-40 have the same
calculated wall thicknesses at th s point and are both assigned the same CRR of 1.00.
i Comparison to L.W.T. Pipe More wall thickness at the thread
CRR-1.00) gives Dyna-Thread — M-COAT better life expectancy than lightwall
threadable pipe joints. Dyna-Thread — V.-COAT is approved for standard hanger spacing
15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops.
Dyna-Thread — M-COAT is safer to weld on than many zinc coated lightwall threadable
pipe products. Dyna-Thread — M-COAT is more vvidely accepted than lightv.-ali
threadable where Sch-40 is spec fied.
American Made Able to meet "Buy American" requirements, and is
available through distributors in the USA, Canada, Mexico and Latin America.
Specifications & Approvals Dyna-Thread - M-COAT pipe is
manufar-tuned to meet: AS T t ` A ' 35, Type E Grade A, and is in compliance with
NFPA-13, All sizes of yna-Thread — M-COAT are rated at 300 psi woikinq pressure.
Dyna-Thread-- M-COAT is UL and ULC Listed for wet, dry and pre -actor spr nkler
systems and FM Approveu for use it,, wet systems. Dyna-Thread — M-COAT can be "hot -
dip" galvanized` to nreet FM requirement for dry systems. Dyna-Thread — M-COAT is
approved for all threaded couplings and yielded outlets and is suitable for all
oll-grooved, and plain -end fittings.
See listinq information).
Project
Engineel
Locations:
Sprinkler Contractor
Specification Reference:
Comments:
M-COAT Specifications
NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR CRR
In; mm In; mm Lbs/Ft; k m LbslFt; k m Unthreaded Threaded
1" 1.080 1.330 1.75 11.39 1.00
25 27.4 2.0 2.60
I'A" 1.408 1.870 2.54 9.50 1.00
32 35.8 2.8 1 3.78
1'/2" 1.639 2.290 3.22 9.14 1.00
40 41.6 3.4 4.79
2" 2.104 3.050 4.57 8.41 1.00
50 53.4 4.5 6.80
G L c@ F nn
MR•YE•
Must be ordered in 10 bundle increments.
Date:
System Tvpce
Palbhd
Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com
16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place
TUBE & CONDUIT* Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067
a.. . atkore
@201 t Atkae International, Inc. All Rights Reserved. STP-S3-4M-t 105
STYLES 920 AND 92ON
Victaulic Mechanical-r Outlet provides a direct branch connection at any location a hole can
be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures
the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D.
Cross -type connections can be achieved by utilizing two upper housings of the same style and
size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N
housings cannot be mated to each other to achieve a cross connection.
Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded
outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous-
ings are available, supplied with plated bolts.
All sizes of Style 920 and 920N are rated at 500psi/345OkPa working pressure on Schedule
10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly-
butylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact
Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on
PVC plastic pipe.
Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be
installed so that the main and branch connections are a true 90' angle when permanently
attached to the pipeline surface.
Additionally, the Vic -Tap II® hole cutting tool, which allows for hole cutting capabilities on pressurized
systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic -Ball Valve to
create the Style 931 Vic -Tap II Mechanical-T unit. See page 8 for further information.
L FM LC VdS LPCB
VNIIPO
SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS
STYLES 920 AND 920N STYLE 920 CROSS
PATENTED
MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel
coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special
request.
Optional: Hot dipped galvanized
w
JOB/OWNER
System No.
Location
Gasket: (Specify choice`)
Grade "E" EPDM
EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C.
Recommended for cold and hot water service within the specified temperature range plus a
variety of dilute acids, oil -free air and many chemical services. ILL Classified in accordance
with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR
PETROLEUM SERVICES.
Grade "T" nitrite
Nitrile (Orange color code). Temperature range —207 to +180°F/-29°C to +82°C.
Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the
specified temperature range. Not recommended for hot water services over +150°F/+66°C or
for hot dry air over +140°F/+60°C.
Services listed are General Service Recommendations only. It should be noted that there are
services for which these gaskets are not recommended. Reference should always be made to
the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a
listing of services which are not recommended.
Bolts/Nuts: Heat -treated plated carbon steel, trackhead meeting the physical and chemical
requirements of ASTM A-449 and physical requirements of ASTM A-183.
CONTRACTOR
Submitted By
www.victaulic.com
VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED.
R t V %'1'
ENGINEER
Spec Sect
Approved
Para
ctsul,d
11.02
STYLES 920 AND 920N
DIMENSIONS
Dimensions Weight Each
6Y
53 : 2 14Ls (a) 500 50 200 2,53 1.61 5 35 2 75 3 7
v
50 x 15
920N
3450 381 51 64 41 1 36 70 1 S
a) a
920N
500 1,50 1,97 2,53 _ 1.61 5.35 2.75 31 _
Wi
20 3450
920N
38,1 50 64 41 136 70 1.S
1 (a) a S00 1.50 I M 253 _ 1.61 5.35 2.75 3.0 _
25....... 3450 38.1 47 64 41 136 70 7 4
1 }J. (a) to g20N Soo 1.75 2.05 2.75 3.00 1.61 5.35 3.00 332.5 3
GROOVED OUTLET 32 3450 44.5 52 70 76 41 136 76 1.7 l.S
1 Vz (a) tal. 920N Soo 1.7S 2.03 2.75 3.12 1.61 5.35 3,25 3.6 3.2
40 3450 44.5 52 70 79 41 136 83 1.7 1.5
Y Imo- Z ---{ 3,0
65 x ' (a) §n 920N 500 L50 2
6 70 _
1.82
143 70 1 A65f5345038.1 56 70 46 143 70 14
a) §a 920N Soo 1.50 2,18 2,74 _ 1.82 5,64 2.75 3.0IvF20345038.1 55 70 46 143 70 14 L
r
1 (
a) §a 920N 500 7.50 2.06 2.74 _ 1.82 5.64 2.75 2.9 _ 25
34SO 38.1 52 70 46 143 70 14 w
1'h t (a) a. 920N Soo 1.7S 2,30 3,00 3.2S 1,82 6,29 3.00 3.5 3.2 32
3450 44.5 58 76 83 46 160 76 1.7 1.5 FEMALE
THREADED OUTLET 11h t (a) a, 920N Soo 2,00 2,28 3.00 3.25 1,82 6.26 3.25 3.6 3.3 40
3450 508 58 76 83 46 159 83 11 1.6 1/
2(a) 300 1,50 2.22 2.75 _ 2.25 6,46 3,18 3.9 _ 76.
1 x 1S 920N
2065
381 56 70 57 164 81 18 Provides
a direct branch connection at V. (a) 300 1.50 2,19 2,75 2.25 6,46 3,18 3.9 any
location where a hole can be cut 20 92ON
206S
381 56 70 - 57 164 81 1.8 in
the pipe 1 (a) 920N
300
1 50 2,07 2.75 _ 2,25 646 3,18 38 _ 25
2065 38.1 53 70 57 164 81 1.7 A
pressure responsive gasket provides 1 V (a) a '. y20N 500 1.75 230 3.00 3,31 1,92 6.29 3.00 3.5 3.2 the
seal 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1'
h (a) a 920N 500 2.00 2,28 3.00 3.31 1,92 6.29 3.25 3 S 3.3 Request
Publication 11.03 for 40 3450 S0.8 58 76 84 49 160 83 1.6 1s Mechanical-
T cross assemblies 3 '72(a)a 500 1.50 252 3.05 _ 2.28 615 2,75 3.4 _ 80
x 15 920N
3450
38.1 64 78 S8 156 70 1.6 Pressure
rated up to 500 psi/3450 kPa (a)a 920N Soo 1,50 2.49 3.05 _ 2,28 615 2,75 3.4 _ on
steel pipe; also available for use 20. 3450 38.1 63 78 58 156 70 1.6 with
NDPE pipe I (a) 920N
500
1,50 2,38 3.06 _ 2,28 61S 2.75 3.3 _ 25
3450 381 61 78 58 156 70 1.6 Sizes
from 2 x t/2/50 x 15 mm 1 % (a) to g70N 500 175 2 55 3 2S 3.56 2.28 6.15 3.00 3 8 37 through
X 4"/200 X 100 mm 32 (b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1
Yz (a) to 92oN 500 200 2,78 3.50 3,56 2.28 6.1S 3.25 41 3.8 40 (
b) 3450 50.8 71 89 90 S8 156 83 19 1.8 2 (
a) a 920N
Soo
2.50 2,75 3,50 356 2,28 6.7S 3,88 4.9 4.6 50
3450 63.5 70 89 90 `,8 172 99 23 2-1 3',
h 2 Soo 250 3.00 _ 3 75 2,44 6.72 3,88 _ 3.8 90
x So 92oN
3450
63.5 76 95 62 171 99 1.8 IMPORTANT
NOTES: I TABLE CONTINUED ON PG. 3 Style
920 and Style 920N housings cannot be - Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). mated
to one another t Available with grooved or female threaded outlet. Specify choice on order. to
achieve cross connections, f Center of run to end of fitting. 9
Female threaded outlets are available to NPT and BSPT specifications. @
See page 7 for Fire Protection approvals and pressure ratings. a)
British Standard female pipe threaded outlet is available as listed Specify "BSPT" clearly on order. b)
For 76.1 mm threaded outlet, specify 2112" BSPT clearly on order. Vds
approved for fire protection services a
LPCB approved for fire protection services 0
Approved for use in China by Tianjin Approvals Company. www.
victaulic.com VICTAULIC
IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED X.4taulocri
Print Page 2 of 3
SPF/F l Malleable Iron Screwed Fittings - Class 150
Nominal Size
Aa fmaU
STRAIGHT
Dimension A
hr. tm:i
Apprax. Wt. Each
lbs. dkpl
a 0.69 0.09
0.81 0.14
0.95
1.12
0.21
1 1.50 0.79
1"s 1.75 1.19
1.94 1.57
2 2.25 2.43
2 DO 4.33
4— 3.79 11.03
x 5.13 2S 98
Dimensional: Fittings: ASME B 16.3
Unions: ASME B16.39
Bushings/Plugs: ASME B 16.14
Material: ASTM A-197
Galvanizing: ASTM A-153 (Hot Dip Galvanizing)
Threading': ASME B1.20.1
Pressure Rating: Fittings: ASME B16.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B16.14
Pressure Testing: All malleable iron fittings are tested for
through wall porosity using an air under water process.
Agency Approvals: All malleable iron fittings and unions
are UL Listed and FM Approved.
British Stondord threading per BS 21 avorlable upon request.
http://www.anvilIntl.com/ProductSearch/PrintProduct.aspx?lid=4381 1 /8/2014
Print Page 2 of 5
Z/NVIL
spFratvv)» Malleable Iron Screwed Fittings - Class 150
a, <a>
lb7ED APPROVED
Ft ar+rgv.*rmM OaM1sawnM rAMiE1G 4.
aW8 ftY a'.i.R.eiHN ly!.W"w.Yftr#t+/. r,m 4MCYJRMJrNnMd` ry}1y1Y rwc.., u.,r
REDUCING TEE
Nominal Sire _
Dimensions Approx.
A 8
r
t Wt. Each
ds. fW11 to. (mmj t4. rmmt (a f nrtt t8s- tY9
i
A
1
0.97 0.97 0.98 0.24
1.04 1.04 i 1.03 0.27
1.22 1.22 1.20 0.37
1.36 1.36 1.26 0.49
1.20 1 17 1 22 0 38
1
1.05 I0S 1.08 0.36
1.12 1.12 I 1.13 0.39
1.20 120 1.22 0.43
1.45 1.45 i.37 0.62
i l 1 1,50 1 1 1.50 63
i
1
1. 6-712 1.36 0,41
1.37 1.22 1.45 0.56
1,53 1.36 1.50 F 0.67
i
a
12t 1.20 1.36 0.53
137 131 145 0.61
1.53 1.45 t 1.50 0.71
1 €
i ,
2
1.1 1.1 1.27 t 0.57
6 1126 6
1.31 1.31; k aS 0,69
i
1.67 167 1.58 0.94
113 1.80 1.65
I
1.01
i
2.02 2.02 1.73 t 1.s5
r
Dimensional: Fittings: ASME B16.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B 16.1 d
Material: ASTM A-197
Galvanizing: ASTM A-153 (Hot Dip Galvanizing)
Threading': ASME B1.20.1
Pressure Rating: Fittings: ASME B16,3
Unions: ASME B 16.39
Bushings/Plugs: ASME 616.14
Pressure Testing: All malleable iron fittings are tested for
through wall porosity using on air under water process.
Agency Approvals: All malleable iron Fittings and unions
are Ul listed and FM Approved.
British Standard threading per BS 21 available upon request
REDUCING
Nominal Size
Dimensions
A a
Approx.
Wt. Eorh
1 1.58 1.36 1.67 0.82
1:, 1.75 1 1.53 1.75 0.95
y
1.45 1 1.31 1.t2 0.75
1 1.58 1.45 1.67 0.87
1 1.75 1,62 1.75 1.00
I.a4
la`
1,58 _
1.6
1.31
1.50
1.5
1.62,
1 d7
0.74
4.94
w
I rr 1.75 1.67 1.75 1.08
1'
1.26 1.26 1,44 0.78
134 1.34 1.53 0.84
1.45 1.45 1.62 0.92
1
l;,
1
13ff-
1.
fo _
1.
Yff
67
1.
I : r0
1.04
4
1:65
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Print Page 4 of 5
n- --
ANVL -Class 150MalleableIronScrewedFittings
REDUCING TEE
Nominel Size
Dimensiom
8
Approx,
Wt. fo(h
1,94 1-66 IN 24
1,11 1,21 1,11 1-11
I 65- I -so J-1.80 to
V". 1.82 1,67 IM 1.23
1 h 1,94 1,80 1.94 1,35
7 1.52 1.45 115 1,04
F6 - 7-5T- 1-80 1] f-
1 N 1.88 IN 1 1.45
2- 2.10 2.10 1.90 1.82
1,41 1A1 1.66 1,04
1.52 1. 7- 1 75 114
1 165 1.65 1,80 127
it 182 TT?- 1,43
2,16 2.16 2.02 1,89
2 2-25 1 A 2.25 IF
2 2.25 1.97, 215 1,93
1,81 1,75 V 1-39
2.2 5--20 2 2.25 2,00
LJ 175 JO 6
IF-66--'777-
f 2 2,25 2.10 2.25 1 2,09
I 1.73 I-65 2.02 1.57
1 < 1.93 1.82 210 1.71
1. 2,02 1.94 2.16 1.86
2 225 216 215 2.21
14 1,4
16, 16
1 113 1-732.02 1.78
2
1,90 Im 2.10 1,971
1 2.02 2.02 2.16 2.12
2 - 2.60 2,60 239 3.15
REDUCING TEE
Nominal Size
Dimemiom Approx.
A B t W Each
L (m) h (r^l Lk 4
1.74 1.174 2.3 67T-
1.87 1.87 2.37 2.84
2 1 2.04 2.04 2.45 3.09
1 1,11 2.16 2.51 3.29
2 239 M9 760 T. 6-5
T"-, --f-V r vI61 ar
OT- 76-6 3.96
I Ti? 2.17 2.4 4.23
3
1 2.29 219 2.80 4.45
2 232 2.52 2-89 4.90
L 2,83 2.83
2 2,74 2 T4- 7--5-
4 4 flas 10,5 3S1 8, 1
7F.,66-
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C(C<Sf*F:iR+vft.)>j) Malleable Iron Screwed Fittings - Class 150
Nominal Size
111:ifirlym
Dimension A Approx. Wt. Each
0.69 0 r6
0.1 0.10
0.95 0.15
1.12 0.22
1 1.31 0.36
1
M
1.50 0. 57
I ; 1,75 087
1 `, 1.94 1.16
2 2.25 1.81
2.70 3.23
3 3.0E 4.82
a - 3.19 8.41
6 s.13 19.96
Jt FM
am APPROVED
A t*ft AwAw ors AV cqm ar
M .CtMA Ra rwawitn9w
Dimensional: Fittings: ASME 816.3
Unions: ASME B16,39
Bushings/Plugs: ASME B16.14
Material: ASTM A-197
Golvonizing: ASTM A-153 (Plot Dip Galvanizing)
Threading": ASME B 1.24.1
Pressure Rating: Fittings: ASME B16.3
Unions: ASME B16.39
Bushings/Plugs: ASME B16.14
Pressure Testing: All malleable iron fittings ore tested for
through wall porosity using an air under water process.
Agency Approvals: All malleable iron fittings and unions
are Ut Listed and FM Approved.
British Siondord threading per BS 21 ovoiloble upon request
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A 1V1L
Fiarw_ Malleable Iron Screwed Fittings - Class 150
ELBOWREDUCINGSO'
Nominal Size
A
Dimensions
8
sIf * M. fun)
Apprax_ Wt- Each
t6i fkg1
0.74 0.76 0.08
0,81 0,85 0,11
x'r+ 0.88 0.90 0.13
14 0.97 0.98 016
r x 4
e
1.04
1.12
1,03
1.13
1.22
0.19
U.2h
0.29
1 x'i 1.18 1.26 0,35
1 x 1,26 1.36 0,47
1 x 1.37 1.45 0.47
1i x " 0 11.34 1.
45 I1.
53 1.
62 0-
54 0.
62 1
1.58 1,67 0.73 1
x`. 138 1,65 0.65 135
0.74 I;
ix1 1.65 1.80 0 8 x
1 1.82 1.88 1.
89 1.
91 1.
03 4.
93 2
x 1 1.73 2.02 1.28 2
x I ,4 1,30 7.10 1.36 2
x 1 , 2.07 2,16 1,51 k''
C&
M FM Lam
A"ROYEO ts.:
1 M ArW' S:YiA flroC+YIMMi'JWr Dimensional:
Fittings: ASME B 16.3 Unions:
ASME B16.39 Bushings/
Plugs: ASME B 16-14 Material:
ASTM A-197 Galvanizing:
ASTM A-153 (Hot Dip Galvanizing) Threading':
ASME B1.20.1 Pressure
Rating: Fittings: ASME B16.3 Unions:
ASME B 16.39 Bushings/
Plugs: ASME B16.14 Pressure
Testing: All malleable iron fittings are tested for through
wall porosity using on air under water process. Agency
Approvals: All malleable iron fittings and unions are
UL Listed and FM Approved. Bri%
sh Stondord rhreoding per BS 21 oYailoble upon reyvesr ra •
0ELBOW Nominal
Size A
Dimensions
8
Approx,
Wt. Each A
tmmt Pn, (MM) k (MM) tta, fApt 2 :
x P-. 2.16 2.S1 i 2-20 21rr
z 2 2,39 2.60 2.55 3
x 2 2.52 2.89 35 3
x 24. 2.83 2.99 4.12 4
x 7 7.77 3.43 501 4
x 3 3-30 360 6.65 http://
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i WWIL
Malleable Iron Screwed Fittings - Class 150
Nominal Size Dimension A Approx. Wt. Each
0.96 0 05
1.06 0,G8
1.16 0.17
0171.34 —
iaz
1 1.67 OA3
1 4 1.93 045
i 1.15 0.86
2 2.S3 1.35
1':11 2.88 2.33
3 3.18 3.36
4 3.59 5.59
P. lwnri ft4 . .y Vw— a 4 t.nr.e.-
axrt ixr acos+.r u .aw rsa crm c
ermtr--tan Jar.ct' Gwx wewvswet a„w
Dimensional: Fittings: ASME B 16.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B 16.14
Moterial: ASTM A-197
Galvanizing: ASTM A-153 (Hot Dip Galvanizing)
Threading': ASME B1.20.1
Pressure Rating: Fittings: ASME B16.3
Unions: ASME B 1 &39
Bushings/Plugs: ASME B16.14
Pressure Testing: All malleable iron fittings ore tested for
through wall porosity using on air under water process.
Agency Approvals: All malleable iron fittings and unions
ore UL Listed and FM Approved.
British Standord threading per BS 21 oYailoble upon request.
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saraw_ Malleable Iron Screwed Fittings - Class 150
F)L. iM
LXR0 APPROVED
re3_M+n•..VfN`:+:r.+4 WtSE"h. -tl.N
COUPLING
Nominal Site Dimension A
n tmJ Al. 'rm)
Approx. Wt. Eo(h
L'-F ?kg)
z 1.00 0,07
1.13 0.09
1.13 0.10
rx'A 1.25 0.13
hx Y+ 1.15 0.13
x 14 1.15 0.14
x 1.44 0,18
x := 1.44 020
Ax,y 1.44 0.21
x '
l x !
1.44 0.22
1.69 0.34
I.b4 0.36
1 x 2.06 0,47
2.06 0.51
1 x i 2.06 0.57
1 : x : = 2.31 Q 6?
1., x 2.31 0.66
1 iti x 1 2.31 0.73
2.31 0.80
Dimensional: Fittings: ASME B16.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B16.14
Material: ASTM A-197
Galvanizing: ASTM A-153 (Hot Dip Galvanizing)
Threading": ASME B1.20.1
Pressure Rating: Fittings: ASME B16.3
Unions= ASME B 16.39
Bushings/Plugs: ASME B16.14
Pressure Testing: All malleable iron fittings are tested for
through wall porosity using on air under water process.
Agency Approvals: All malleable iron fittings and unions
are UL listed and FM Approved.
Brit,sh Standard threading per BS 21 available upon request.
COUPLINGREDUCING
Nominal Site Dimension A
to cr=) kt. (M)
Approx. Wt. Eo(h
tbs.'4t
2 x' 2.81 0.94
2x4i Ml 0.99
2 x 1 M1 1.03
2 x 1'r4 2.81 1.17
1x111h 281 1.25
1'h x 1 'Al 3.25 1.81
2'6 x 1'`; 3 25 1.90
1:5x2 3.25 2.04
3 x 1 3.69
369
2.48
2.55
3x1h 3b4 2.67
3x2 369 2.78
30 369 3.23
4 x 2 4.38 4.43
4x2:
4 x 3
438
4.38
4.87
5.24
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C CCsPFi r_
T-
B
A
AW L
Malleable Iron Screwed Fittings - Class 150
Nominal Dimensions Approx.
A CSite Wi, Each
IA. tmm) ht. fnrttt k tmn!
8
Sdd
0 44 0.28 0.38 0.04
Sid
0 48 0.31 0.44 0.06
Cored
0.56 0.38 1 0.56 0-08
Cored
0.63 0.44 0.63 0.13
Cored
1 0-75 0.50 0.81 0.20
Cored
1' ` 080 0.56 0.94 0.32
Cored
1 083 0.62 1.13 0.43
Cored
2 088 0.68 1.31 0.61
Cored
2 1.07 0.74 1.50 1.11
Cared
3 1.13 0.80 1.69 1.53
or f1
4 221. 1.- 2.T1
ar Mug
6 1-40 1,25
CQw <S>
We A+ataovr:o
is l'"4tiA(K^':aM :'Va1: aka lanSSMM
q1R Y/ 'H H IfIr.Yl:mfaYkPlf nll ('/
K.fsWf.Y en MvJ'.S.sYv4 iMrigvMR1M
Dimensional: Fittings: ASME 616.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B 16.14
Material: ASTM A-197
Galvanizing: ASTM A-153 (Plot Dip Galvanizing)
Threading ASME B1.2O-1
Pressure Rating_ Fittings: ASME B16.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B16.14
Pressure Testing: All malleable iron fittings ore tested for
through wall porosity using an air under water process.
Agency Approvals: All malleable iron finings and unions
are UL listed and FM Approved.
British Siondard threading per SS 21 ci,udable upon request
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Q*IRN- o
ME
LINE
Z AIV1/1 L
Malleable Iron Screwed Fittings - Class 150
Nominal Size
tmml
Dimension A
da. rr)
Approx. Wt. Eoth
lus. dkg;
0.53 0.03
0.463 a 05
1
0.74 a.07
0.97 0.18
1.16 0.30
1.28 0.44
I . 1.33 0.55
2 1.45
1.80
0.85
1.49
2.20
3 r 1.90 3.02
4 2.08 3.19
6 2.55 8.77
powd in steer only tekck and Ga&mizedl.
N JK iM
Lim A"ROV90
rs t;xt 3 '4Y N MJ L1++•A[K+S
v: trk*n n s s rcm a
Dimensional: Fittings: ASME B 16.3
Unions: ASME B16.39
Bushings/Plugs: ASME B16.14
Material: ASTM A-197
Galvanizing: ASTM A-153 (blot Dip Galvanizing)
Threading: ASME B1.20.1
Pressure Rating: Fittings: ASME 816.3
Unions: ASME B 16.39
Bushings/Plugs: ASME B16.14
Pressure Testing: All malleable iron fittings are tested for
through wall porosity using an air under water process.
Agency Approvals: All malleable iron fittings and unions
are UL Listed and FM Approved-
Bri65h Standord thrc-ading per BS 21 ovadable upon request
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Fig. 200 - "Trimline" Adjustable Band Hanger
Size Range — 1/2" thru 8" pipe
Material — Carbon Steel, Mil. Galvanized to G90
specifications
Function — For lire sprinkler and other general piping
purposes. Knurled swivel nut design permits hanger
adjustment after installation.
Features —
1/2" thru 2") Flared edges ease installation for
all pipe types and protect CPVC plastic pipe from
abrasion. Captured design keeps adjusting nut
from separating with hanger. Hanger is easily
installed around pipe.
216" thru 8" Spring tension on nut holds it
securely in hanger before installation. Adjusting
nut is easily removed.
Approvals — Underwriters' Laboratories listed (1/2"
thru 8") in the USA (UL) and Canada (cUL) for steel
and CPVC plastic pipe and Factory Mutual Engineering
Approved (3/4" thru 8"). Conforms to Federal
Specifications WW-H-171 E, Type 10 and Manufacturers
Standardization Society SP-69, Type 10.
Maximum Temperature — 650°F
Finish — Mil. Galvanized. For Stainless Steel materi-
als, order TOLCOT,1 Fig. 200WON.
Order By — Figure number and pipe size
Dimensions -Weights
Pipe Rod Size Max. Rec. Approx.
Size Inch Metric A B Load Lbs. Length
1/2 3/8 8mm or 10mm 31A 2A 400 11
3/4 3/8 8mm or 10mm 31A 2 1h 400 11
1 3/8 8mm or 10mm 3A 2W 400 12
11/4 3/8 8mm or 10mm 3A 27A 400 13
1 /z 3/8 8mm or 10mm 3% 27% 400 14
2 3/8 8mm or 10mm 416 3 400 15
2 fz 318 10mm 5A 4A 600 27
3 3/8 10mm 5A 4 600 29
3 1h 3/8 10mm 7A 5A 600 34
4 3/8 10mm 7Ya 5 1000 35
5 1/2 12mm 911A 6/4 1250 66
6 1/2 12mm 10 'A 6Y4 1250 73
8 1/2 12mm 13 1A 8Y4 1250 136
Page 55
OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVF- - CORONA, CA 92879 - PH 951 131,5599 - rAX 951.7310330
CUSTOMER SERVICE - 800.786.5266
www.to%o.com
C@US UITEu
FM
Fig. 25 SurgeRestrainer
Size Rmnge—Drmsize fits 3/4" thm2^pipe.
Mater|o|—Gtee
Function --Designed to be used in conjunction with TOLCO`w Bend Hangers to
restrict the upward movement ofpiping euitoccurs during sprinkler head activation orearthquake
type activity. The surge restrainer iaeasily and efficiently installed bysnapping into olocking
position onthe bank hanger. This product is intended tosatisfy the requirements oaindicated in the
National Fire Protection Association (NFRA 18. 1999 Edidon), 8-2.3.
3, 8-2.3.4and 4-8i-2.3.3 Can be used to restrain either steel pipe orCPVC p|myUc Pipe.
Approvals -- Underwriters' Laboratories Listed oIdywhen used with TOLCO band
hangers Fig. 2'2NF9Aand 20O.inthe USA (UL)and
Canada(oWL). Fin|ah--Pre-Ga|wanized Order By -- Figure number and
TDLCOband hanger,
size from 3/4" thru
2" Patent #5,344.108 FACILITY ',3emmpuwAV' c owxmomm^annoey`mxen.o/
m U
oosnxmmsmvxo^BOO mome
Fig~ ~ Uxxppner
Size Range — Secures 34-"thru.7/8" hanger rod
Material — Carbon Steel
seismic bracinFunction — Secures channel to hanger rod
Approvals — Underwriters Laboratories Listed in the
Canada (cUL). Included in our Seismic Restraints Cak-d2q'ii ipy@q
Notp----Available in HDG finish orStainless Steel materials. Order
By — Figure number Fig.
99 - All Thread Rod Cut to Length Size
Range—Secunes 3/8" thm7/8"rod in 1^
inonsmento Material --
Carbon Steel Maximum
Temperature --75O^F Finimh--
P|ain Note --
Available in E|octro-Galvanized and HOG
finish or Stainless Steel maVahe|m. Order
By iqune number, nod diameter, rod length
and finish Fig.
100 All Thread Rod Full Lengths gthSize
Range—Gecunes 3/8" thm7/8"rod in 10'
lengths ANmtwrm| --
Carbon 8bae| Maximum
Temperature --75O°F Finimh--
P|ein Note --
Available in Bec no-Gm|vanized and HDG
finish or Stainless Steel materials. Order
BV-- Figure number, rod diameter and
finish Dimensions -
Weights Max
Rec. Load Lbs. Rod
For Service Temps Approx. She
050"F 750"F VVt./100 1/
4 240 215 12 3/
8 610 540 23 5/
8 1810 1610 84 3/
4 2710 2420 123 1
sOO 4420 222 11/
4 8000 7140 360 1Y2
11038 10370 510 Component
of State of CaliforniauSH,
US LISTED Dimensions
Rod
Max. Rec. Load Lbm Size
For Service Temps 850"
P 750"F 3/
8 610 540 1/
2 1130 1010 3/
4 2710 2420 mm'.
ssmm mxm'm xmomm'm ,na'mx .mmm Q
nuSTomc SERVICE 'mw/86,o66
Fig. 113 - Standard Hex Nut Fig. 114 - Heavy Hex Nut
Size Range Sizel/4" thru V12" Size Range - Sizel/4" thru 1'/2'
Material - Carbon Steel Material - Carbon Steel
Finish Plain Finish Plain
Note - Available in Electro-Galvanized and HDG Note - Available in Electro-Galvanized and HDG finish
finish or Stainless Steel materials. or Stainless Steel materials.
Order By - Figure number size and finish
Dimensions -Weights Dimensions -Weights
Width Width Width Width
Rod Across Across Approx.
Rod Across Across Approx.
Size Flats Points Thickness Wt./100
Size Flats Points Thickness Wt./100
1 /4 7/16 1/2 7/32 .7 1 /4 1/2 37/64 15164 1.2
5/16 1/2 37/64 17/64 1.1 5/16 9116 21/32 19/64 1.7
3/8 9/16 21 /32 21 /64 1.6 3/8 11 /16 51 /64 23/64 3.1
1/2 3/4 55/64 7/16 3.7 1/2 7/8 11/' 31 /64 6.5
5/8 15/16 1'/32 35/64 7.3 5/8 11/16 115/a 39/64 12.0
3/4 11/8 15/16 41/64 12.0 3/4 11/4 12°/64 47/64 19.0
7/8 15/16 133/e 3/4 19.0 718 11/15 121/32 55164 30.0
1/ 11/2 13/4 55/64 28.0 1 15/e 174 63/64 43.0
11/4 11/8 2t1/14 11/1c 54.0 11/4 2 25/,e 1'/32 79.0
1'/2 21h 2"/32 1'/32 94.0 1'12 234 23/4 115/32 131.0
Fig. 115 - Flat Washer Fig. 117 - Lock Washer
Size Range - Sizel/4" thru 1'12" Size Range - Sizel/4" thru 3/4" bolt
Material - Carbon Steel Material - Carbon Steel
Finish Plain Finish Plain
Note - Available in Electra -Galvanized and HDG Note - Available in Electro-Galvanized and HDG
finish or Stainless Steel materials. finish or Stainless Steel materials.
Order By - Figure number size and finish Order By - Figure number size and finish
Dimensions -Weights Dimensions -Weights
Rod Size Outside Diameter Approx. Wt./100 Rod Size Outside Diameter Approx. Wt./100
1 /4 3/4 .7 3/8 11 /16 .6
5/16 1 1.5 1/2 7/8 1.3
3/8 11/8 3.9 5/8 1 1/16 2.4
1/2 1'/4 7.7 3/4 1'/4 4.0
5/8 1 5/16 7.3
3/4 2 11.0
7/8 21/4 19.0
1 2'/4 22.0
1'G 3 26.0
1'/2 Th 39.0
Page 63
Office/Manufacturing Facility • 1315 Sampson Ave. Corona. CA 92879 - 9h: 951_131.5599 - fax 951.737.0330
Customer Service - 800.796,5266
www.tolco.com
FMc UL us 1YQ1
LISTED Ad
APPROVED 9R21 Q3A fffiT
WOOD - Pipe Hanger Approvals
8007957 GST 10 3/8' Vertical CPVC 1-1/2' 300 1-1/2"
8020957 SWG 10 318" Horizontal CPVC 1-1/2" 300 1-1/2"
8008957 GST 20 3/8' Vertical 2-1/2" 850 1-1/2' 4" 1475 1-1/2'
8068925 GST 20-SS 3/8" Vertical 2-1/2" 850 1-1/2"
8010957 GST 30 318" Vertical 4" 1500 1-1/2' 4" 1475 1-1/2"
8009925 GST 25-380 3/8" Horizontal 4" 1500 1-1/2"
8022925 SWG 25-380 3/8" Horizontal 3-1/2" - 4"* 1500 1-1/2'
8021957 SWG 20 3/8' Horizontal 2-1/2" - 3"** 1050 1-1/2'
8073925 SWG 20-SS 3/8" Horizontal 2-1/2' 850 1-1/2*
8139957 SH-GST 20 3/8' 17* Angle off Vertical 3" 1050 1-1/2" 4" 1475 1-112"
8141957 SH-GST 30 3/8' 17* Angle off Vertical 4" 1500 1-1/2' 4' 1475 1-1/2'
E L - Pipe Hanger Approvals
z x k
v
8038957 DSTR 1 3/8' Vertical 4" 1500 035" 4" 1475 105"
8037957 DSTR 1-1/2 3/8" Vertical 4" 1500 035" 4" 1475 105"
8039957 DSTR 516 3/8' Vertical 4" 1500 037" 4" 1475 105"
8045957 DST 516 318" Vertical 4" 1500 188" 4" 1475 188"
8046957 TEK 50 3/8" Vertical 4" 1500 250' 4" 1475 188"
8055957 SWDR 1 3/8" Horizontal 4" 1500 M7" 4" 1475 060"
8056957 SWDR 516 3/8' Horizontal 4" 1500 037" 4' 1475 060"
8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 037" 4" 1475 060"
8137957 SH-DSTR 1 3l8" 17* Angle off Vertical 4" 1500 035" 4" 1475 105'
8150922 XP 20 3/8" Vertical 2-1/2" 850
2" 940 029"
027"
4" 1475 105'
8153922 XP 35 3/8" Vertical 3-1/2" 1250 060"
2"
4"
940
1475
025'
105"
8294922 SXP 20 318" Vertical or up to 45* 2" 750 027" 2" 635 029"
8295922 SXP 35 3/8' Vertical or up to 89* 3-1/2" 1250 060" 2" 635 029'
8293957 SWXP 35 3/8" Horizontal 3-1/2" 1250 060"
Pipe Hanger Approvals
Park No. Model
Rod
Size
Mount
Direction
UL Max
Pipe Size
UL Test
Load (lbs)
UL Min FM Max FM Test
PSI Pipe Size Load (Ibs)
FM Min
PSI
8059957 CST 20 318" Vertical 4" 1475 3000
8061957 SWC 20 3/8" Horizontal 4" 1475 3000
8150922 XP 20 3/8" Vertical 2-1/2" 850 Pre -Pour Structural @ 3000psi
8150922 XP 20 3/8" Vertical 2-1/2" 850 Post -Pour Range II LWC 5 35 PCF (lbs/ft')
SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2'
SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4"
SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2"
SWG 20 Maximum pipe size in wood timber or joist allowed by UL is T
Sammys" and Truss-T Hanger" are registered trademarks of ITW Buildex and Illinois
Tool Works, Inc.
2008 ITN Buildex and Illinois Tool Works, Inc.
REV. 0308 SSS40
UL and FM tests were performed in compliance with NFPA 13 Standards.
Fastening requirement 5 times weight of water -filled schedule 40 pipe plus 250 pounds. SAMMYS
jryT SAMMYS
www.itwbuildex.com 800-BUILDEX
This building is protectedc
by a Hydraulically Designed
Automatic Spri er System.
Date Installed
Location'!
tiO- Ot SPrinklers
8asis Of t)e.qi-cn
1. Density
DE'signed area of discharge
Systern I)Iesign I
flow rate
Fie
azldual ressure "at the
riser
311AM
t-C-A -1
m c,-. u V4.
0AN1To
0
REFLECTED CEI L PLAN1 — iSCALE: 1/4u - 1-0n (E
77777_' 2010 NFPA 13 -TABLE 8.6.5.1.2 POSITIONING OF SPRINKLERS
CEILING o CEILING - TO Aa CID CEILING MOUNTED OBSTRUCTIONS TO DISCHARGE (SSUISSP)
V V
r-
U DISTANCE FROM SPRINKLERS MAXIMUM ALLOWABLE DISTANCE
i TO SIDE OF OBSTRUCTION (A) OF DEFLECTOR ABOVE BOTTOM OF
m ~ OBSTRUCTION (IN.) (B)
m (l) LESS THAN 1 FT. 0
1 FT. TO ESS THAN 1 FT. 6 IN. 2y2
1 FT. 6 IN. TO LESS THAN 2 FT. 1/2
2 FT. TOLESS THAN 2 FT. 6 IN.
5/ A 2 FT. 6 IN. TO LESS THAN 3 FT.
z
ELEVATION VIEW A>_ [D-8IN.] + B 3 FT. TOLESS THAN 3 FT.6IN. 91.2
D_< 30 IN.
3 FT. 6 IN. TO LESS THAN 4 FT. 12
2013NFPA 13, FIGURE 8.6.5.1.2 (a) 2013NFPA 13, FIGURE 8.6.5,1,2(b)4FT6I EOLESS HAN5FT.
14
4 FT. 6 IN. TO LESS THAN 5 FT. 162
POSITIONING OF SPRINKLERS TO AVOID POSITIONING OF SPRINKLERS TO AVOID 5 FT. -J LESS THAN 5 FT 6 IN. 18
OBSTRUCTIONS TO DISCHARGE (SSU/SSP) OBSTRUCTIONS AGAINST WALLS (SSU/SSP) - -- --- -- - --_
5 FT. 6 IN. TO LESS THAN 6 FT 20
6 FT. TO LESS THAN 6 FT. 6 IN. 24
6 FT. 6 IN. TO LESS THAN 7 FT 30
7 FT. TO LESS THAN 7 FT. 6 IN. 35
MNGDR404I
1 MXISTMG SRaNa
CtF
LME _
F
P
a-
CEILMG 11LE - CEILWS TILE
sEf1f-RECE58ED SErti-RECE56M
SMIKER
DROP DETAIL DROP !DETAIL DETAIL
NTS NTs
SAMMY SWG-20 WOOD
SUPER SCREW--4r—PURLIN/BEAM
SURGETOLCRESTRAINT USE C HIGH HAT
AT ALL HANGERS AND LOW ROOF
FOR BRANCH LINES
HANGER RING
TOLCO 0200
HANGER NO. 1
inner\ I
I \, I\ v I 1
J/-\IVllyl I Jk, I\L..VV I IVI\L
WOOD
PURLIN/BEAM
SAMMY GSI-20 AISUPER. SCREW-
TOLCO95 USE @ HIGH HAT
SURGE RESTRAINT AND LOW ROOF
AT ALL HANGERS
FOR BRANCH LINES
HANGER RING
TOLGO #200
HANGER NO. 2
I r A. h A k AV C-r' D F-Ul /I-DT1
Jt\IVIIVI 'I I\LVV V L I \ I
Scope of Work -General Notes TI
I
I . Scope: Install new tenant piping and sprinklers as shown on this drawing under this contract.
Add new heads for re -work of existing drops for new ceiling & walls. All new walls are partition walls ending
just above ceiling. Building construction is combustible. Sprinkler heads are under non -obstructed smooth
ceilings. _ I
2. All modifications per NFPA 913 2013, City,of Lake Elsinore
3. Existing Shell System designed for OH Group II .20/1500, 250 hose stream allowance.
4. New tenant improvement designed for Light Hazard. Spaced as follows @
a. QR Pendents Light Hazard @ 225 sq. ft. max. (matches existing)
b. QR Pendents Ordinary Hazard spaced @ 130 sq. ft. max. (Retail, storage rooms)
5. All new pendants supplied from existing, 1'V2," lines @ Deck.
6. All new heads from existing 1" outlets and new mini mechanical tee fittings No more than 1 head per outlet.
7. All new piping to be I"dyna thread or equal.
8. All materials used to be UL or FM listed or as required by NFPA 413.
9. No unsupported arm -over shall be greater than 24" in length.
a. (If system static pressure is 100 lbs or greater then 12" applies). ! .
10. All of site plan is existing and shown for purposes of reference only. '
11. Existing Approved Backflow device. See site plan
12. An approved drawing shall be kept onsite for all inspections. I
13. Access must be provided to all sprinklers for inspection, testing & maintenance NFPA 13 2013 8.15.13.3. I
14. When systems are revamped to. accommodate added -ceilings, sprinkler outlets used I
for new arm -over or drop nipples shall have hexagonal bushings removed NFPA 13 2013 8.15.20.3.
15 12 spare sprinklers to be kept on the property with head wrench of each type. provided number is as required I
as per NFPA 13 2013 6.2.9.5 & 6. Quantities and types listed as per 6.2.9.7.1. i
16. To meet the design requirements of ASCE7-05 section 13.5.6.2.2. escutcheon extender rings are required at
suspendrd grid ceiling finishes. I
17. The automatic sprinkler will be monitored by an approved supervising station in accordance with I
CBC 901.6.1
18. All valves controlling the water supply for automatic sprinkler systems & water flow switches will be
electronically supervised by a listed fire alarm control unit in accordance with CBC 903.4.
Additional Notes:
L
I
ALL ROOMS ARE OFFICE SPACES EXCEPT AS NOTED
ADD AND RELOCATE FIRE SPRINKLERS FOR NEW CEILING HEIGHT CHANGE AND NEW
WALLS BUILDING IS PROTECTED BY EXISTING FIRE SPRINKLERS
PLEASE NOTE:
FOR ANY COMBUSTIBLE & EXPOSED NON-COMBUSTIBLE CONSTRUCTION
MEP TRADES MUST INSTALL BELOW 18" FROM EXISTING UPRIGHT SPRINKLER
DI#%ECTOR TO AVOID OBSTRUCTION TO DISCHARGE. MUST BE COORDINATED IN FIELD
PMO TO INSTALLATION
PII?vIIT # 6--000000
PR04ECT #1
SCOPE OF WORK
1 FULL TENANT IMPROVEMENT OF OCCUPIED SUITE IN EXISTING BUILDING. INCLDUING SELECTIVE
NON-STRUCTURAL DEMOLITION, NEW INTERIOR NON -LOAD BEARING PARTITIONS, MECHANICAL,
PLUMBING, ELECTRICAL, FIRE/ LIFE -SAFETY, AND MILLWORK/FINISHES.
2 NEW HVAC WORK TO TIE INTO LANDLORD PROVIDED ROOFTOP UNITS.
4 NEW ELECTRICAL (LIGHTING, RECEPTACLES) THROUGHOUT AND NEW ELECTRICAL ROOM WITH PANELS,
NO NEW TRANSFORMERS.
5 NO STRUCTURAL WORK
6 NO CHANGE IN USE.
PROJECT INFORMATION
ADDRESS: 29261 CENTRAL AVE.
SUITE C
LAKE ELSINORE, CA 92532
FLOOR, SUITE:
AREA OF WORK: 3130 SF
CONSTRUCTION TYPE: V=N FULLY SPRINKLEREL7
NUMBER OF STORIES: 1 RIVE" 1_ Y FIRE DEPARTf
OCCUPANCY: BUSINES c i E FIRE MARSHAL.
ZONE: ZONE
ASSESSOR'S PARCEL NUMBER: 37700034 '. OOM, AFM
CASE # 16 _ I
Ya. :.. NTAPPROVAL F,,
PL.
CODES / f C'3ULATIONS: CBC 2013, CIVIC 2013, CA ENERGY CODE, CEC 2013, CPC 2013, ,CATITLE 24
ACCESSIBILITY, FEDERAL ADAAG 2010, CFC 2013, NEC 2013
LOCATION MAP
1
HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS APPROVALS REQUIRED GENERAL NOTE
IN LOCALITIES SUBJECT
TO FREEZING CONDI-
TIONS IT IS THE OWNER'S
RESPONSIBILITY TO PRO-
VIDE HEAT THROUGHOUT
AREAS PROTECTED BY A
WET PIPE SPRINKLER
SYSTEM AND IN ENCLO-
SURES FOR DRY PIPE,
DELUGE AND OTHER
TYPES OF SPRINKLER
VALVES CONTROLLING
CONTRACT WITH
i 1'Ca
COi1#CaCttI1 9
peoer6l Contractor
445 Corporate Dr, Suite A
Escondido, CA 92029
Phone: 7$0 74 68769 Fax:(780)745-b12i
PROTECTio
F FIRE Sf ti
o / c^
W Q ,3t 6 bs
Q '`
n °
qTF L F
PARAMO UNT
FIRE SYSTEMS, INC.
P. o. BOX 713194
SANTEE, CALIFORNIA 92021
C-16 78S2D4
PH. 619 562-6247 FAX 619 562-6273
PROJECT TITLE
NAVY FEDERAL CREDIT UNION
29261 CENTRAL AVE,
SUITE C
LAKE ELSINORE, CA 92532
4 x-x — I SOCKET—SAMMY SIDEWINDER A.T.R. &RINGb
g x-x —EYE ROD, &RING
x-x — TOP BEAM C—CLAMP, A.T. ROD AND RING
x-x — CEILING FLANGE, A.T. ROD AND RING
x x SIDE BEAM BRACKET, ROD &RING
x-x - U HOOK
x-X —SAMMY SUPER SCREW, ROD &RING
P PIPE-O-LET SYM MANUFACTURER TYPE SIN HEAD
FNISH
CANOPY
FINISH
ORIRCE
SIZE
mRE
SIZE
K
FACTOR TEMP QTY NO DATE BY COMMENTS
SN SHAPED NIPPLE 0 @ TYCO TY-FRB-UPRIGHT TY-3131 BRASS NONE I/2' I/2' 5!o 155'
RIDGID MC COUPLING p .: EAiED TYCO pXF I 5'&K-K;6r 3'I' CHROME V`,/RLTJF: 1/2" 1/2" 5.6 155' L
F FIT TEE
Q
TYCO
TYCO
EC-8
TY-FRB-h5W
TY-4232
TY-3331
CHROME
CHROME
CHROME
CHROME
11/32"
1/2"
3/4"
112"
SO
5.6
155,
i
JOB SITE SUPERVISOR
JOB SITE PHONE QUALITY CONTROL BY JAMES CHENEY DESIGNER DATE SHEET JOB NUMBE,
2 WAY EARTHQUAKE BRACE
SPRINKLER SYSTEMS. q LAB q / )4 of 1 16 - t, 4 WAY EARTHQUAKE BRACE TOTAL THIS SHEET