HomeMy WebLinkAbout11-11950 CITY OF ZEFHYRHILLS
5335 - 8TH STREET �
(sis)�so-oozo 11950
FIRE SPRINKLER SYSTEM P MIT �-'
Permit Number: 11950/11709 Address: 3 MARKET SQUARE
• Permit Type: FIRE SPRINKLER SYSTEM �EPHYRHILLS, FL.
Class of Work: FIRE-SPRINKLER SYS Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
- Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-03900-0020
Improv. Cost: 3,200.00
Date Issued: 6/07/2011 Name: FMC MARKET SQUARE INC
Total Fees: 260.00 Address: 38103 MARKET SQUARE DR
Amount Paid: 260.00 ZEPHYRHILLS, FL. 33542
- Date Paid: 6/07/2011 Phone: (813)780-8774
Work Desc: SPRINKLER SYSTEM MODIFICATION(MARKET SQUARE)
� � • � .
FIRE INSPECTION FEES 110.00
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,
FIRE ACCEPTANCE Final
Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire
prevention and protection related adivities such as inspections, plan review, administrative fees, and other
costs related to the aforementioned.
Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of
the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final
inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All
work shall be performed in accordance with City Codes and Ordinances.
"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
RECO D NG YOUR NOTICE OF COMMENCEMENT."
�..
CONTRACTOR SIGNATURE I IC R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED
ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041
�13-7°�-n^2� (��� C,f 7c p�y r .r11�!j f I"� rev-o i o-� ov-vvc i
Permit Appfication ___ __
Date Received ' �" - Phone ContactforPertnit � �� ��
v�v_�� F�.:....<.w ,_..:....��.rw... _�.a....,_t�as���x.���:����.;�.r�3;-�s-��r-��-s.���v�r.��s - .� .
>��sra . ..._ _.
Owner's Name 1 t� - IC ��..1 �L Owner's Phone Number �� �
Owners Address � � ) j �1'V�'►Lac..�,�'( y(.,��y/L!�}�lc.LS . 3 �J ��
Fse Simple Titleholder Name Titlehofder Phone Number ���
Fee Simple Titleholder Address
:��. � '�'SL�"r?`��'�38t'i�'!�'���?�st�RF ;���r`:l�' �ur'�m�.s'�',y'x "�"�#��."�:F.F.��ol`' �.=°� s.N�� x ;-,e�;,
Job Address �jOS� � Z ¢�• Lot# ��
Sub Division � I� OF' ZN.1�M�'�(12,.1�1LS Paroel #
Tr. , . � .�.a' .
' � Bio-Hazard Waste Storage -ANFtUAL � Fumigation?ent
� Comm Exhaust Kitchen Hood/Duct a Hazardous Material ('fier II or RQ Facility) ANNUAL
_ � Controlied Bum a Hood Installation
� Emergency Generator < 30 kw � LPlNatu21 Gas-Installation
� Emergency Generetor> 30 kw Q LP/Natural Gas-ANNUAl. Sale
a Fire Protection Maintenance -ANNUAL � Places of Assembly-ANNUAL � ��
. r y emi Qn er � l�
Spnnkier � ❑ ❑ ❑ B � Recreational Bum
Fire Alarm �� ❑ ❑ p � � Sparklers
Hood Cleaning � O ❑ O� Sprinkler System fnstatlations
Hood Suppression � ❑ ❑ ❑ � Standpipes (Sprinkler Sys)
� Fire Alarm Installation a Torch Roofing/Tar Kettle
Fire Pumps a Waste Tire Storege ANNUAL
Fire Works
FlammabieAppiication-ANNUAL o ,�� ValuationofProject
Fuel Tanks
Q Other:
, .;�
Contractor Company
Signature Reg(stered Y/ N Fee Current Y/ N
Address License #
ELECTRICIAN Company
Signature Registered Y/ N Fee Current Y/ N
Address License #
PLUMBER Company
Signature Ragistered Y/ N Fee Current Y/ fd
Address License #
MECHANICAL Company
Signature Registered 1' / N Fee Current Y/ N
Address License #
OTHEi2 Company t�A'r� FIR+t� -�paJnW.,t�t.S tnc-•
Signature Registered / N Fee Cunent / N
Address j�$fj� N• ��C. .�j Ig License # 4(q $V g ,J�OOO i �9 g �
.
� , . . . ,. . .., _ . ....... , �... , .=.�.ae..�...m.�.Y:.c,,:...a:,..�...v:m.,.aar.e.._... _.._:_ __°__�...t��.,.a..n..: -. _.�:<n�..�.....w.,. "" - �.r.�.� a�. — r............�..« x..�..z..�..�,.a_.,... .'�r::°„£i�
Directions:
Fill out apptication completely.
Owner 8 CAntactor sign back of application, notarized (Or, copy of signed contract with owner)
1f ov=r 52500, a Notice of Commencement is required (Mechanical work over $5000)
Suopiy two (2) sets of drewings with appiicable documentation
Atlow 10-14 days for review after submittai date. Parcel #- obtained from Property Tax Notice (http://ap�raiser.oascogov.com)
Jacqueline Boges
From: Kerry Barnett
Sent: Thursday, August 11, 2011 6:08 AM
To: Jacqueline Boges
Subject: RE: inspection results
Jackie,
I completed a fire alarm and ire sprinkler ' al there yesterday and both passed.
Kerry
_ __._ _. _..___._ _.__ --
-- ----- _- -- -- - �-----� --- -
From: ]acqueline Boges
Sent: Wednesday, August 10, 2011 3:21 PM
To: Kerry Barnett
Subject: inspection results
Hey Kerry,
lust checking in about inspection done on yesterday for 38051 market sq dr did that pass?
Jackie Boges
Code Support Specialist
ext. 35
i
Jacqueline Boges
From: Jacqueline Boges
Sent: Friday, June 03, 2011 11:10 AM
To: Kerry Barnett
Subject: PLAN REVIEW COST CHANGE
Hey Kerry I changed your cost on plan review sheet for the 38051 market square sprinkler modification permit- rodan is
the contractor. Your cost should be $260 not $265.
Jackie Boges
Cor�e Support Specialist
e�. 35i3
i
7ep�yrhi�l� Fire Rescue
� i��)O7 1)uir�- I:va�i, /.��Sh�rhills. I'I, ;>��t?
. I'irc Marshal 13us (813) 7�i0-f)0=�1
Kerr�� 13arnetl }���x (81 �) 780-0O��
t_,-mail: I<barnett��i;tii
_ _ -----_... .._......_..__ ..,..__. ._.__. ___._ __._..
Plan Review #: 1 1-074
Project: Fire Sprinkler Modification
� Number of Pages: 1 plus details and calcs packet
June 3, 201 1
1 have received and reviewed the plans for the fire sprmkler modification located at� 38051 Market
Square Drive and will allow this project to move forward. Paying for permit, contractor
acknowledges to the comments listed below. Should anyone have any questions, please do not
hesrtate to contact the Fire Marshal's office.
1. Change out FDC on building for this system to a 5" 30 degree turn down Storz
connection.
2. Ensure all rooms containing a riser or valve the door is labeled indicating such.
3. Ensure there is an FDC sign installed above the FDC. Sign should state: (see
below — red reflective letters on white background) If there are more addresses
that this FDC supports all addresses shall be listed. May have building owner
make up.
SPRINKLER FDC (4" letters)
38051 MARKET SQUARE DR (2" letters)
4. Ensure tampers are installed on double backflow, if not already there.
5. Tag system once work has been completed and approved.
Inspection Required:
l. Pressure Test (50 psi above normal)
2. Final
_-�----. ._.
KERRY BARNETT, FIRE MARSHAL
***Please be advised this review of plans submitted is a cursory review to assist the contractor in
compliance with applicable fire safety codes. This review is not intended to be a final approval of the
submitted plans. Tt is the contractor's sole res�onsibility to ensure that the plans are in complete compliance
w�th all applicable NFPA codes and local ordinances. In the event that further examination or site
inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole
expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure
to be in compliance with all applicable NFPA codes and local ordinances.
��C-����1�l�M�I��.� FIR� C��P'I�R°�flAEN`�
690 ��iry Road, Zephyrhilis, FL 33542
� ere Chiet Kedrh Wifiiart�s Bus (�13)780-D(��11 Fax (813) l8U-OU�I�
• FIRE SERVICE USER FEES
Occupancy No.:
Plan No.: - Contractor• �G�;� � S ,� k.,.,l�
Business Name � t ; � Billing Address: ��'� i A? 7G. �Z-
Business Address. '� � �.' -� r—~ � � , t �:
Bus�ness f?hone No Billing Phone No.. Z(— �� �]
Business Fax No Billing Fax No.:
Contact Contact.
PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE
8 Site Plan N/C Annual N/C Sprinkler 0 1 st Alarm N!C
MultrFam�ly/Commeraal 06 sf tst Re-inspection N/C Standpipes � 2nd Alarm N/C
(Minimum Charge $25 00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N!C
� Plan Rewsions DBL 3rd Re-fnspection $250 Hoods $SO 4th Alarm g�pp
4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150
SPRINKLER SYSTEMS (Bus�ness closed until LP Gas $50 6th Alarm $200
- 25 Heads $50 vio�ations corrected) Natural Gas $50 NON COMPLIANCE $1 SO
6 plus Heads 100 SPRINKLER SYSTEMS Fuel Tanks- �� rznk ysp
STANDPIPE SYST Hydro Undergrounds Sparklers $�pp
� Per Riser $50 ydrostatic Test c�� system Fire Works $Spp
FIRE PUMP P1cceptance Test persystem Camp Fire $25
� Per Pump $100 Hydrant Flow 5 Controlled Burn $100
FIRE ALARM SYSTEM Hood/DuCt $5p
8 0- 25 Dewces $50 FIRE ALARM SYSTEM Place of Assembly $SO Annual
26 plus Devices $100 System Acceptance $50 Fire Protection $�
SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 Annual
Wet $50 OTHER Waste Tire Storege $SO A�nual
Dry $5p Fire WatUSmoke Wall $15 perwa�� Generato� < KV1/ $tpp
CO2 $50 LP Gas $25 per tank Generator >30 KW 15p
Other $50 Natural Gas $25 �, s Bio-Hazard Waste $100 Annual
KITCHEN EXHAUST Fumigation Tenting $50
� Hood/Ducts $50 Tent 10'x10' or greater $15 Perte�t TorCh PoVApplied $5p
OTHER Fire Pump 345 Haz. Materiats $100 qnnual
LP Installation per tank $50 Fire SUppfe5510f1 �30
Fuel Tank Installation $50 System Acceptance
(Per Tank) $50 8 Exhaust Hood/Duct $30
� Nalurel Gas Instal�ation $50 Re DBL
(Per System) (other than annual)
� Spray Booth $50 � Inspection scheduled DBL 8
and cancelled less than
24 hours
Construction Insp. N/C
Emergency Vehicle Ac� $50 -� FALSE ALARM
PLANS TOTAL I�� ,� INSPEGTION TOTAL �� � PERMIT TOTAL �� TOTAL I_ I
7 �--�
GRAND TOTAL � — ��'�/
Comments �
Date 0/
Insq��ctor (r',r �/%� C-'T / -.. /�- �''`/
_._ Fire Protection by Computer Design
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RODAN FIRE SPRINKLERS, INC p
2501 N. 70TH STREET , �
TAMPA, FL 33619
813-621-1357 �
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Job Name RHEUMATOLOGY ����� �� ������ #37J12
Building SECOND FLOOR �- 9-7� �� X 352- -11 '
Location � 38051 MARKET SQUARE
System '' AX �
Contract S0060397 ; '
Data File RHEUMATOLOGY WXF �g�'7� �;,,��f�E�� ��
�l�,�� �i?'��`' �'q °3352:
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
RO�DAN FIRE SPRINKLERS, INC Page 1
RHEUMATOLOGY Date 5-13-11
Hydraulic Desiqn Information Sheet
Name - RHEUMATOLOGY SUITE @ FLORIDA MEDICAL CLINIC Date - 5-24-11
Lo�ation - 38051 MARKET SQUARE
Building - SECOND FLOOR System No. -
Contractor - RODAN FIRE SPRINKLERS, INC. Contract No. - S0060397
Calculated By - RAH Drawing No. - FP1
Construction: () Combustible (X) Non-Combustible Ceiling Height - 8'-0"
Occupancy - LIGHT HAZARD OFFICE
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. () 1() 2() 3 () Ex.Haz.
Y () NFPA 231 () NFPA 231C () Figure Curve
S Other
T Specific Ruling Made By NFPA 13 Date 2002
E
M Area of Sprinkler Operation - 952 System Type Sprinkler/Nozzle
Density - .1 (X) Wet Make GLOBE
D Area Per Sprinkler - 50 () Dry Model GL QR PEND
E Elevation at Highest Outlet - 19 () Deluge Size 1/2"
S Hose Allowance - Inside - 100 () Preaction K-Factor 5.6
I Rack Sprinkler Allowance - () Other Temp.Rat.155
G Hose Allowance - Outside -
N
Note
Calculation Flow Required - 285.404 Press Required - 30.420
Summary C-Factor Used: 120 Overhead 120 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 5/25/11 Cap. -
T Time of Test - 1PM Rated Cap.- Elev.-
E Static Press - 67 @ Press -
R Residual Press - 62 Elev. - Well
Flow - 1185 Proof Flow
S Elevation - 0
U
P Location - HYDRANTS BEHIND FLORIDA MEDICAL CLINIC
P
L Source of Information - RODAN FIRE SPRINKLERS, INC.
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled a Palletized o 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 Horizont.al Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087
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Flow Diagram
RO�DAN FIRE SPRINKLERS, INC Page 3
RHEUMATOLOGY Date 5-13-11
149
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16.3 33.2 68
3 �- 4 c- 5 �- 6 F- 7 F M1
163 498
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9 F 10 E- 11 F- M3
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112.6 � 18�.4 185.4 185.4 185.4
M1 r- M2 F- M3 <- M4 F M5 i- MB E- M7 �- M8 F TORF- HOS� BOR
132.8 185 4 185.4 185.4 285.4
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
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Pressure / Flow Summary - STANDARD
RODAN FIRE SPRINKLERS, INC Page 5
RHEUMATOLOGY Date 5-13-11
Node Elevation K-Fact Pt Pn Flow Density Area Press
No Actual Actual Req
1A 190 5.6 707 na 1489 01 100 70
2A 190 56 70 na 1482 01 50 70
26 190 56 704 na 1486 0.1 50 70
3A. 19 0 5 6 8.51 na 16.33 0 1 50 7 0
5A 19 0 5.6 9 03 na 16 83 0 1 50 7 0
6A 19 0 5.6 8.84 na 16.65 0 1 100 7 0
7A 190 56 106 na 18.23 01 100 70
8A 19 0 5.6 12.97 na 20 17 0 1 50 7 0
9A 19 0 5.6 8.24 na 16 08 0.1 50 7 0
10A 19 0 5 6 9 17 na 16.96 0 1 100 7 0
11A 19 0 5.6 12.23 na 19 59 0.1 100 7 0
1 20 0 7 05 na
2 200 781 na
3 20 0 9 06 na
4 20 0 9.24 na
5 20 0 9 39 na
6 200 96 na
7 20 0 11 49 na
8 20 0 13 83 na
9 20 0 8.93 na
10 20 0 9 98 na
11 20 0 13.41 na
M1 20 0 15 06 na
M2 20 0 15.33 na
M3 20 0 15.43 na
M4 20 0 18.97 na
M5 12.0 22.62 na
M6 12.0 23.31 na
M7 12.0 23 57 na
M$ 12•0 23.74 na
TOR 4 0 27.28 na
HOSE 1 0 28.68 na 100 0
BOR -3 0 30 42 na
The maximum velocity is 15 61 and it occurs in the pipe between nodes 2 and M1
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
Final Calculations - Hazen-Williams
RODAN FIRE SPRINKLERS, INC Page 6
RHEUMATOLOGY Date 5-13-11
Hyd Qa Dia. Fitting Pipe Pt Pt
Ref "C" or Ftng's Pe Pv ''****** Notes '**'`''*
Point Qt Pf/Ft Eqv Ln Total Pf Pn
9A 14 89 1 08 2E 4 61 1 750 7 072 K Factor = 5 60
to 120 0 0 0 4 610 -0 433
1 14 89 0 0654 0.0 6 360 0.416 Vel = 5.21
00
14 89 7.055 K Factor = 5 61
2A 14 82 1 08 2E 4.61 3 000 7 000 K Factor = 5 60
to 120 0 2T 11 524 16 134 -0 433
2 14 82 0 0648 0 0 19.134 1.240 Vel = 5 19
00
� 4 82 7 807 K Factor = 5 30
26 14 86 1 08 2E 4 61 2 250 7.042 K Factor = 5 60
to 120 0 2T 11 524 16 134 -0 433
2 14 86 0 0652 0 0 18.384 1 198 Vel = 5 20
0.0
14 86 7 807 K Factor = 5.32
3A 16 33 1 08 2E 4 61 2 333 8.508 K Factor = 5 60
to 120 0 1 T 5 762 10 372 -0 433
3 16 33 0.0776 0 0 12 705 0 986 Vel = 5 72
00
16 33 9.061 K Factor = 5 42
5A 16 83 1 08 1 E 2 305 1 500 9 033 K Factor = 5 60
to 120 0 1 T 5 762 8 067 -0 433
5 16 83 0 0821 0 0 9 567 0 785 Vel = 5 89
00
16.83 9 385 K Factor = 5 49
6A 16 65 1 08 2E 4 61 4 500 8 840 K Factor = 5 60
to 120.0 1 T 5 762 10 372 -0 433
6 16 65 0 0804 0 0 14 872 1 196 Vel = 5 83
00
16 65 9 603 K Factor = 5 37
7A 18 23 1 08 2E 4 61 3 583 10 598 K Factor = 5 60
to 120 0 1 T 5 762 10 372 -0.433
7 18.23 0.0951 0 0 13 955 1 327 Vel = 6 38
00
18 23 11 492 K Factor = 5 38
8A 20 17 1 08 1 E 2 305 3 250 12 969 K Factor = 5 60
ta 120 0 1 T 5 762 8 067 -0 433
8 20 17 0 1147 0 0 11 317 1.298 Vel = 7 06
00
20 17 13 834 K Factor = 5 42
9A 16 08 1.08 2E 4.61 4 500 8.241 K Factor = 5 60
to 120 0 1 T 5 762 10 372 -0 433
9 16 08 0 0754 0 0 14 872 1 121 Vel = 5.63
00
16 08 8 929 K Factor = 5 38
10A 16 96 1 08 2E 4 61 4 583 9 173 K Factor = 5 60
to 120 0 1 T 5 762 10.372 -0 433
10 16 96 0 0832 0 0 14 955 1 245 Vel = 5 94
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
Final Calculations - Hazen-Williams
RODAN FIRE SPRINKLERS, INC Page 7
RHEUMATOLOGY Date 5-13-11
Hyd Qa Dia Fitting Pipe Pt Pt
Ref "C" or Ftng's Pe Pv ****`'** Notes "`'`*""
Point Qt Pf/Ft Eqv Ln. Total Pf Pn
00
16 96 9 985 K Factor = 5 37
11A 19.59 1 08 2E 4 61 4 500 12 232 K Factor = 5 60
to 120 0 1 T 5.762 10.372 -0 433
11 19 59 0.1086 0 0 14 872 1 615 Vel = 6 86
00
19 59 13 414 K Factor = 5 35
1 14 89 1 08 0 0 11 500 7 055
to 1200 00 0.0 00
2 14 89 0 0654 0 0 11 500 0 752 Vel = 5 21
2 29 68 1 08 1 T 5 762 8 833 7 807
ta 120 0 0 0 5 762 0 0
M1 44 57 0 4973 0.0 14 595 7.258 Vel = 15 61
00
44 57 15.065 K Factor = 11 48
3 16 33 1 08 0 0 2 250 9 061
to 1200 00 00 00
4 16 33 0 0778 0.0 2.250 0.175 Vel = 5 72
4 0 0 1 408 0 0 7 000 9.236
to 1200 0.0 0.0 00
5 16 33 0 0213 0 0 7 000 0 149 Vel = 3 36
5 16.84 1 408 0 0 2.750 9.385
to 1200 00 00 00
6 33 17 0 0793 0 0 2 750 0 218 Vel = 6.83
6 16 65 1 408 0 0 11.250 9.603
to 1200 00 00 00
7 49 82 0 1679 0 0 11 250 1 889 Vel = 10.27
7 18 23 1 408 1 T 6 617 5 333 11 492
to 1200 00 6617 00
M1 68 05 0 2990 0 0 11.950 3.573 Vel = 14 02
00
68 05 15 065 K Factor = 17.53
$ 20 17 1 08 1 T 5 762 7.250 13 834
to 120.0 0 0 5 762 0 0
M2 20 17 0.1147 0 0 13 012 1 492 Vel = 7 06
00
20 17 15 326 K Factor = 5 15
9 16 08 1 08 0 0 14 000 8 92g
to 1200 00 00 00
10 16 08 0 0754 0.0 14 000 1 056 Vel = 5 63
10 16 96 1 08 0 0 12.000 9 985
to 1200 00 00 00
11 33 04 0.2858 0 0 12 000 3 429 Vel = 11.57
11 19 58 1 408 1 T 6.617 4.250 13 414
to 1200 00 6617 00
M3 52 62 0 1859 0 0 10 867 2 020 Vel = 10 84
00
Computer Programs by Hydratec Inc. Route 111 Windham N H USA 03087
Final Calculations - Hazen-Williams
RODAN FIRE SPRINKLERS, INC Page 8
RHEUMATOLOGY Date 5-13-11
Hyd Qa Dia. Fitting Pipe Pt Pt
Ref "C" or Ftng's Pe Pv '`****** Notes "`*"`**
Point Qt Pf/Ft Eqv. Ln Total Pf Pn
52 62 15.434 K Factor = 13.39
M1 112.61 2.703 0 0 8.250 15 065
to 1200 00 00 0.0
M2 112 61 0 0316 0 0 8.250 0.261 Vel = 6 30
M2 20 17 2.703 0 0 2 500 15 326
to 120.0 00 00 00
M3- 132 78 0 0432 0 0 2 500 0 108 Vel = 7 42
M3 52 62 2.703 1 E 9 325 35 000 15.434
to 120 0 0 0 9 325 0.0
M4 185 4 0 0797 0 0 44 325 3.534 Vel = 10.37
M4 0 0 4 26 1 E 13 167 8 000 18 968
to 120 0 0 0 13.167 3.465
M5 185 4 0 0086 0 0 21 167 0 183 Vel = 4 17
M5 0 0 4.26 1 E 13 167 40 000 22 616
to 120 0 1 T 26 334 39 501 0.0
M6 1 S5 4 0 0087 0 0 79 50 0 692 Vel = 4 17
M6 0 0 4 26 0 0 30 000 23 308
to 1200 00 00 00
M7 185 4 0 0087 0 0 30.000 0.261 Vel = 4 17
M7 0 0 5.295 1 E 15.158 40 000 23 569
to 120.0 0 0 15 158 0 0
M8 185 4 0 0030 0 0 55 158 0 166 Vel = 2 70
M8 0 0 6 357 1 E 17 603 12 000 23 735
to 120 0 1 T 37 72 55 323 3 465
TOR 185 4 0 0012 0 0 67.323 0.083 Vel = 1 87
TOR 0 0 6.357 1Z 17 603 8 000 27 283
to 120 0 1 S 40.235 70 411 1.299
HOSE 185 4 0 0012 1 B 12 573 78 411 0.098 Vel = 1 87
HOSE 100 00 6 357 0 0 3 000 28 680 Qa = 100
to 120 0 0 0 0.0 1.732
BOR 285 4 0 0027 0 0 3 000 0 008 Vel = 2.88
00
285.40 30.420 K Factor = 51 75
Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087
� � i e
��
�
FL ORIDA MEDICAL CLINIC
RHEUMATOLOGYSUITE
38051 MARKET SQ UARE
2 FLOOR
ZEPHYRHILLS, FL ORIDA
MA TERIAL LIST. :
� Sprinkler Heads
Pipe
➢ Fittings
➢ Hangers
RODAN FIRE SPRINKLERS INC. reserves the right to sarbstitute name brands of
eguipment and/or material based on availabiliry. Any substituted items will be of the
same qualiry and equal performance. All frre protection items will be UL and or FM
approved.
C�UI��C R�SPONSE
....
AUTOMATIC SPR/NKLERS
���� GL SER/ES
....
�`►' UPRIGHTA PENDENT
FlRE SPRINKLER CORPORAT�O�! VERT/CAL S/DEWALL
HOR/ZONTAL S/DEWALL
CONVENTIONAL (OLD STYLE)
DESCR/PT/ON AND OPERATION
The Globe Quick Response GL Series Sprinklers are a low profile
yet durable design which utilizes a 3mm frangible glass ampule as the �
thermosensitive element. This provides sprinkler operation approxi-
mately six times faster than ordinary sprinklers. While the Quick '�.,_ _
Response Sprinkler provides an aesthetically pieasing appearance, it j � `�"��'�
can be installed wherever standard spray sprinklers are speci f ied when ,. ��'��(j',
! I'
ailowed by the applicable standards It offers the additional feature of �� i
greatly increased safety to life and is available in various styles, orifices, �� ^�s�
temperature ratings and finishes to meet many varying design require- '� ��
ments. Quick Response Sprinklers should be used advisedly and under �� �'
the direction of approving authorities having jurisdiction.
The heart of Globe's GL Series sprinkler proven actuating QU�CK RESPONSE
assembly is a hermetically sealed frangible glass ampule that contains UPRIGHT CONVENTIONAL
a precise�y measured amount of fluid. When heat is absorbed, the liquid _
= within the bulb expands increasing the internal pressure At the ���'+
�
prescribed temperature the internal pressure within the ampule exceeds
X
the strength of the glass causing the glass to shatter. This results in ,,
water discharge which is distributed in an approved pattern depending
upon the deflector style used ,
The sprinkler and escutcheon are not factory assembled. As- `'
sembly is done in the field =�».: .-�-
TFCHN�cA� D,ar'A QUIGK RESPC?NSE
• See reverse side for A rovals and S ecifications PENDENT VERTICAL
PP P SIDEWALL
o Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C),
200°F (93°C), 286°F (141°C)
• Water Working Pressure Rating - 175 psi (12 Bars) —- �--
w '
� Factory tested hydrostatically to 500 psi (34 Bars} ^� '� j
� Maximum low temperature glass bulb rating is -67°F (-55°C) �_
• Frame - bronze • Deflector - brass • Screw - brass
• Bulb seat - copper • Spring - nickel alloy • Seal - teflon
+ Bulb - glass with alcohol based solution, 3mm size 4UICK RESPONSE
HORIZONTAL SIDEWALL
• SPRtNKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM
TEMPERATURES COLOR CEILING TEMPERATURE
ORD INARY y:<<'�;135°� ;1� ,' «:��` `�`;'57°C�6$°C� ORANGE/RED =��' -�"° q 00,°F� ` ''' ��'� ��� � � :y � � `;
�-�o �; ��< ° p�i�ne�o.•- - ��; - : �;;��
INTERMEDIATE =��75� � O ' �:9�G�9��.C��r���YELLOW/GREEN � �� =_50;�<F �� �
� � � �_� .
HIGH ��,��2$6°F�.•�".��� y .._ ra.4�_°C��.�;'� BLUE ,�.�`, . <�_� _ �° -s�i:`
4077AIRPARKDRfVE, STANDISH, MlCHIGAN 48658 989-846-�583 • FAX989-846-9231
DECEMBER 2006 A-20 BULLETIN GL5615, REV #6
, . C�v�c�c ��s���s�
AUTOMAT/C SPR/NKLERS
GL SERIFS
� UPR/GHT � PENDENT • VERT/CAL SIDEWALL
HOR/ZONTAL S/DEWALL � CONVENT/ONAL (OLD STYLE�
SPECIFICATIONS
NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES
2.8 (39 metric) 1/2" NPT 2 1/4" (5 7 cm) Factory Bror¢e
4.2 (59 metric) 1/2" NPT 2 1/4" (5 7 cm) Satin Chrome z
Bright Chrome
5 6 (80 metric) 1/2" NPT 2 1/4" (5 7 cm) �te Polyester 3
7 8 (111 metric) 1/2" NPT 2 1/4" (5 7 cm) Black Polyester'
8 1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Lead Coated 2
NOTE. METRIC CONVERSIONS ARE APPROXIMATE. ' HORIZONTAL SIDEWALL IS 2 9/16"
� FINISHESAVAILABLE ON SPECIAL ORDER.
' AVAILABLE AS cULus LISTED CORROSION
APPROVALS RESISTANT WHEN SPECIFIED ON ORDER
STYLE SIN K 135°F 155°F 175°F 200°F 286°F cULus F.M. LPC CE NYC - DOB
MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA101-92-E
GL2815 2.8 X X X X X X — — — x
GL4215 42 X X X X X X — — — X
UPRIGHT GL5615 5.6 X X X X X X X X X X
GL8115 7.8' X X X X X X X — — X
GL8118 81 X X X X X X X X X X
GL2801 2.8 X X X X X X — — — X
GL4201 4.2 X X X X X X — — — X
PENDENT GL5601 5.6 X X X X X X X X X X
GL8101 7.8' X X X X X X X — — X
GL8106 81 X X X X X X X X X X
VERTICAL GL5632 5.6 X X X X X X X — — —
SIDEWALLt
GL8133 8.1 X X X X X X — — — —
GL2826 2.8 X X X X X X — — — X
HORIZONTAL GL4226 42 X X X X X X — — — X
SIDEWALL § GL5626 5.6 X X X X X X X — — X
GL8127 81 X X X X X X — — — —
COM/ENTIONAL GL5624 5.6 X X X X X — — X X —
(OLO SME) GL8125 8 1 X X X X X — — X X —
§ HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6"
t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY
PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING.
UPRIGHT VERTICA� SIDEWALL cUlus LISTED FOR 9' MIN. SPACING_
ORDER/NG INFORMATION •��z° NPT
SPECIFY GLOBEr"' PRODUCT WARRANTY
• Quantity • Model Number • Style Globe agrees to repair or replace any of its own
• Orifice • Thread Sizes • Temperature manufactured products found to be defective in mate-
• Finishes desired rial or workmanship for a period of one year from date
• Quantity - Wrenches - P/N 325390 (1/2"); of shipment.
P/N 312366 (L.O ) For specific details of our warranty please refer to
Price List Terms and Conditions of Sale (Our Price List).
�:�; 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
��%� 989-846-4583 FAX 989-846-9231
FIRE SPRtNKLER CORRORA7lON 1-800-248-0278 www globesprinkler com
DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615, REV #6
a �
� I t �
�. � � # � � �. � rt -
• Widely accepted substitute � . • - • .
for Schedule 40 NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR CRR
In; mm In; mm Lbs/Ft; k Im Lbs/Ft k m Unthreaded Threaded
• Standard hanger spacing ,. , 08 � 1.330 ��s >>.35 � on
• UL and cUL listed z5 z�4 Z.o z.so - -
>>i�° � aoa �.s�o z 5�� 5 so ;�a
• FM approved 3z 35.8 z.s 3�a - -
1 Y�" 1 639 Z 290 3 2? 9" 1 u')
40 hL6 3 4 4J9 — —
2" 2.104 3 O50 4 57 8A � 1 Ov"
� Combining the safety anc# 50 53.4 as 6.so - -
longevity of Sch-40 with �� � l�� pM
quality and hyc�rau(ic .
advantages.
Dyna-Thread' pipe is the fuli line Schedule � Su�3erioY COdtiCtg `hread is UL and cUL hsted for �n�et, dry
- �'0 repiacement �nrith the same CRR of delu e and re-action s rirkler s stems
Schedule 40, 1.00, prov�ding Dyna-Thread Dyna-Thread produds are coated v;�ith an 9 P P Y
v�rth the same life expectancy as Sch-40 environmentally approved and speciaily and Fh�A approved for use in �.vet systerr,s.
With outstandirg hydraulic capabifities, formulated modified-acrylic or �a�ater-based Dyna-ihread can be hot dip gaivanized"
coatin This durable coatin s aintable to meet F�:1 requirements for use ir dry
Dyna-Thread is a more avide!y actepted g' g � P s stems. D ma-Thread !s a roved for al!
product substitution than light�uall and acts as ai: exce!12rt primer avhi�e Y ) PP
resisUng weather and UV degradation threaded couphngs and �r��e�ded outizts
threadable pipe �vher Sch-4C is specified. and is s�itab!e for a�l roll-grooved ar:d
from outdoor storage.
Dyna-Thread's inside diameter is up to plam end fittings.
3 6% larger than Sch-a0 and provides
improved hydraulics.4l�hen used in � American Made
combinaUon with Dyna-F�ow pipe, down Able to meet "Buy �,merican"
s�zing of pipe and related components requiremerts, and is ati�ai!abie thro��gh
often occurs, tnereby reduong costs. cJ�stributors �n ilie USh, Corada, tv1ex��u
TF.e consistent quai�ty of steel used to
and Latin America.
make Dyna-Thread faci�itates smooth
thread;rg and lola�er mairrer,ance costs. ��" �p�eifieatiar�s 3� Appravais
Increased strength and lighter weight Dyna-?hread pipe is manufactured to
aliows Dyna-Thread to reduce irstal!ation meet ASTP✓l A-135, iype E Grade P,, !s in
fatigue and makes it ideal for retro-fit compl�ance �vith �1FPA-13 ard all sizes are
applicatiors. rated at 300 psi ���ork�i�g pressure. Dyna-
` �'uit 5e OfC9iE^_ fi � �Ull:;�e (iQ"clr
^�`�II��� Customer Service (80d} 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com
� J • 76100 S Lathrop Ave. • 71350 Norcom Rd. • 2525 N 27th Ave. • fi00 Dean Sievers Place
TUBE & CONDUIT' Harvey, IL60426 Philadelphia, PA 14154 Pho2nix,�Z 85009 ��torrisviHe, PA 19067
6�2009-70 Tyco Int., NI Poghts Reserved, STP-S33-NON-1403
�
�`L�CO Fire & Bui/ding
. Products
x Technicai Services• Tel: {800) 381-9312 / Fax: (800) 791-5500
- Pipe Fittings
NPT Threaded,
� D ucti/e /ron
Genera/ Material: Standards of the National Fire Protec-
Series 800 and California Fittings: tion Association, and/or the standards
Descri f/0/� Ductile Iron of any other Authorities Having Juris-
p Figure 719 Plug. diction. Materials found by TFBP to be
The Tyco� Series 800 Threaded Pipe Cast Iron defective shall be either repaired or re-
Pi e Thread: placed, at TFBP's sole option. TFBP
Fittings and California Tees & Elbows p neither assumes, nor authorizes an
are manufactured from ductile iron. NPT per ANSI B1.20.1 person to assume far it, any other oby
They are stronger and more c9rrosion �nstallation ligation in connection with the sale of
resistant than cast iron fittin s. The products or parts of products. TFBP
additional strength is provided by the shall not be res onsible for s nnkler
ductile properties and by adding mag- Apply Teflont tape or high quality pipe system design er or inaccurate or
nesium while the iron is being poured joint compound on male pipe threads incomplete information supplied by
into the final cast shape. Although and tighten two to three turns beyond guyer or Buyer's representatives.
lighter than standard cast iron, the fit- hand tight.
tings have an added advantage of be- In no event shall TFBP be liable, in
ing less susceptible to cracking due to NOTE contract, tort, strict liability or under
their added strength. /nsfal/ers who have not used ductile any other legal theory, for incidental,
iron threaded fittings shou/d be in- �ndirect, special or consequential dam-
The Series 800, California, and Figure structed that the fittings are stron- ages, including but not limited to labor
719 Threaded Pipe Fittings are a re- 9er than fhe pipe and overtightening charges, regardless of whether TFBP
designation for the Central Series 800, the fitting can create /eaks and cause Was informed about the possibility of
California, and Figure 719 Threaded damage to pipe threads. !n general, such damages, and in no event shall
Pipe Fittings. there is about one-ha/f turn difference TFBP's liability exceed an amount
between cast iron and ductile iron fif- equal to the sales price.
WARNINGS tings. Apply Teflon tape or high qual- T_h� foregoing warranty is made in lieu
The Threaded Pipe Fittings described
herein musf be installed and main- �ty pipe joint compound on fhe ma/e of any and all other warr nties ex-
tained in compliance with this docu- p�Pe th�eads and tighfen two to three press or implied including warranties
ment, as well as with the applicable turns beyond hand tight. Jf an auto- of inerchantability and fitness for a
standards of the National Fire Pro- matic make-on machine is being used, Particular pur�ose.
tection Association, in addition to the P�ease exercise caution in setting the This limited warranty sets forth the ex-
standards of any other authorifies hav- machine to the proper parameters pri- clusive remedy for claims based on
ing jurisdretion. Failure to do so may or to tightening fittings onto the male failure of or defect in products, materi-
im ai� fi►e p�pe threads. als or com onents, whether the claim
devi ces. performance of these is made in oontract, tort, strict liability
Limited or any other legal theory
The owner is responsible for mainfain- This warranty will apply to the fuU ex-
ing their fire protection system and de- W arranty tent permitted by law. The invalidity,
vices in proper operating condition. in whole or part, of any portion of this
The insta/ling contractor or sprinkler products manufactured by Tyco Fire warranty will not affect the remainder
manufactu�er should be contacted & Building Products (TFBP) are war-
wiih any quesfions. ranted solely to the original Buyer for
ten (10) years against defects in mate- � rdering
Technica/ rial and workmanship when paid for proceolure
and properly installed and maintained
D ata under normal use and service. This
warranty will expire ten {10) years from When placing an order, indicate the
A r date of shipment by TFBP No warran- full product name. Please specify tne
pp ovals: ty is given for products or components quantity, figure number, wall thickness,
UL Listed and FM Approved manufactured by companies not af- and size.
Maximum Working Pressure: filiated by ownership with TFBP or for
Series 800 and California Fittings• products and components which have
250 psi (17,2 bar} been subject to misuse, improper in-
Figure 719 Plug• stallation, corrosion, or which have not
250 psi (17,2 bar) been installed, maintained, modified or + registered trademark of E. I. du Pont de
repaired in accordance with applicable Nemours and Company or its affiliates.
Page 1 of 10 JANUARY, 2008 TFP1710
Page 2 of 10 TFP1710
A- q'�'\
g ' g `.
+I ' f -
B I A A B
---r- t � --- --
FIGURE 811 FIGURE 813
90° ELBOW 45° ELBOW
Nominat Pipe Figure 811 Figure 813
Size
Approx. Approx.
ANSI A $ Weight Part A B Weight Part
inches lnches Inches Inches fnches Lbs. Number
DN (mmj (mm) Lbs. Number (mm) (mm)
{k9) �k9)
1/2 1.13 0.56 0.24 86206 0.88 0.38 0.22 86780
DN15 (28�7) �14,2) �0�11) �22,4) �9�7) ����9�
3/4 1.31 0.75 0.40 g6205 �•00 0.44 0.33 86781
ON20 (33,3) ( (d. ( ���° ��'
1 1.50 0.81 0.64 g6200 113 0.81 0.48 g6280
DN25 (38,1) (2��6) �Q.29) �2a��� �2��6� �0
1-1/4 1.75 1.06 0.35 862a1 1.31 0.63 0.73 86281
DN32 (44,5) (26,9) (0,43) (33,3) (16,0) (0,33)
1-1/2 1.94 119 1.24 86202 1.44 0.69 0.93 86282
DN40 (49,3) (30,2) (0,56) (36,6) (17,5) (0,42)
2 2.25 1.50 1.74 86203 1•6$ 0.94 1.55 g6283
DN50 (57,1) (38�1) ����9) (42�7� �23�9� (�
2-1/2 2.69 1.56 3.28 86204 1.94 1.00 2.70 86782
DN65 (68,3) (39,6) (1,49) (49,3) (25,4) (1,22)
TABLE 7
NOMINAL DIMENSIONS FIGURES 8ii & 813
TFP1710 Page 3 of 10
a
. � B �
�
i ;
} D f
- �� � n
-- � -- �
FIGURE 812
90° REDUCING ELBOW
' Nominal Pipe Figure 812
Size
ANSI A B C D Approx.
Inches Inches inches Inches Inches Weight Part
DN (mm) (mm) (mm) (mm) Lbs. Number
(kg)
3/4 x 1/2 1.19 119 0.63 0.63 0.33 86342
DN20 x 15 (30,2) (30,2) (16,0) (16,0) (0,15)
1 x 1/2 1.25 1.38 0.56 0.81 0.44 g6210
DN25 x 15 (31,8) (35,1) (14,2) (20,6) (0,20)
1 x 3/4 1.38 1.44 0.69 0.88 0.53
DN25 x 20 (35,1) (36,6) (17,5) (22,4) (0,24) 862� �
1-1/4 x 1/2 1.31 1.50 0.63 0.94 0.64 862�2
DN32 x 15 (33,3) (38,1) (16,0) (23,9) (0,29)
1-1/4 x 3/4 1.44 1.63 0.75 1.06 Q-75 g6213
DN32 x 20 (36,6) (41,4) (19,0) (26,9) (0,34)
i-1 /4 x 1 1.56 1.68 0.88 1.00 6.77 g6214
DN32 x 25 (39,6) (42,7) (22,4 (25,4) (0,35)
1-1/2 x 3/4 1.50 1.75 0.75 119 0.95 86221
DN40 x 20 (38,1) (44,4} (19,0) (30,2) (0,43)
1-1/2 z 1 7.63 1.81 0.88 1.13 0•99 g6215
DN40 x 25 (41,4) (46,0) (22,4) (28,7) {0,45)
1-1/2 x 1-1/4 1.81 1.88 1 13 1.19 1.14 86216
DN40 x 32 (46,0) (47,8) (28,7) (30,2) (0,52)
2 x 3/4 1.63 1.94 0.88 1.38 1.39 8621�
DN50 x 20 (41,4) (49,3) (22,4) (35,1) (0,63)
2 x 1 1 75 2.06 2.00 1.31 1.58 86278
DN50 x 25 (44,4) (52,3) (50,8) (33,3) (0,72)
2 x 1-1/2 2.00 2.19 1.25 7 44 1•67 g6220
DN50 x 40 (50,8) (55,6) (31,8) (36,6) (0,76)
2-1/2 x 2 2.38 2.63 1.25 1.88 3.07 g6262
DN65 x 50 (60,5) (66,8) (31,8) (47,8) (1,36)
TABLE 2
NOMlNAL DIMENS/ONS FIGURE 812
Page 4 of 10 TPP1710
�A - A �
D I B
i
, i
i � C �
D g
- -� �1
FIGURE 817
CROSS
Nominal Pipe Size Figure 817
A B C p Approx.
ANSllnches Weight Part
DN Inches Inches Inches Inches Lbs. Number
(mm) (mm) (mm) (mm) �
1 1.50 1.50 0.81 0.81 0.97 86284
DN25 (38,1) (38,1) (20,6) (20,6) (0,44)
1-1/4 1.75 175 1.06 1.06 1-59 86285
DN32 (44�4) (44,4) �26�9) �27�0� ����2�
1-1/2 1.94 1.94 119 119 1.69 86286
DN40 (49,3) (49,3) (30,2) (30,2) (0,86)
2 2.25 2.25 1.50 1.50 2.93 86287
DN50 (57,7) (57,1) (38,1) (38,1) (1,33)
1-1/4 x 1-1/4 x 1 x 1 1.69 1.56 1.00 0.88 �•25 86289
DN32 x 32 x 25 x 25 (42,9) (39,6) (25,4) (22,4) (0,56)
1-1/2 x 1-1/2 x i x 1 1.81 1.63 1.06 1.94 1 48 g6322
DN40 x 40 x 25 x 25 (46,0) (41,4) (26,9) (49,3) (0,71)
2 x 2 x 1 x 1 2.00 1.75 1.25 1.06 2.64 s629�
DN50 x 50 x 25 x 25 (50,8) (44,4) (31,8) (26,9) (1,20)
TABLE 3
NOM/NAL D/MENSIONS FIGURE 817
TFP1710 Page 5 of 10
�
�A—� ___�___ �
� -- -- f i
A g� I
� B A
. t ;--�8 ,
� � �
A B�
� ------
FIGURE 814 FIGURE 818
IRON TEE STRAIGHT COUPLING
� Nominal Pipe
Size Figure 814 Figure 818
A B Approx. A B Approx.
ANSllnches Weight Part Weight Part
DN �nches Inches Lbs. Number �nches Inches Lbs. Number
(mm} (mm� (k9 (mm) (mm) (k9
1/2 113 0.56 0.33 g6340 1•38 0.31 0.18 72 �� g
DN15 (28,7) (14,2) (0,15) (35,1) (7,9) (0,08)
3/4 1.31 0.75 0.50 1.63 0.56 0.26
DN20 (33.3) (19,0) (0.23) 86341 (41,4) (14,0) (0.11) 72778
1 1.50 0.81 0.85 1.75 0.38 0.44
DN25 (38,1) (20,6) (0.38} 86230 (44,4) (9.7) (0,20) 72755
1-t/4 1.75 1.06 1.30 2.00 0.56 0.54
DN32 (44,4) (26,9) (0,59) 86231 (50,8) (14,0) (0,24) 72�54
1-1/2 1.94 119 1.63 2.19 0.75 0.71
DN40 (49,3) (30,2) (0,74) 86232 (55,6) (19,0) (0,32) 72753
2 2.25 1.5� 2.63 2.63 1.13 1.15
DN50 (57,1) (38,1) (1,19) 86233 (66,8) (28,7) (p�52) 72752
2-1/2 2.69 1.56 4.55 3.00 0.75 2.29
ON65 (68,3) (39,6) (2,pg) 86234 (76,2) (19.0) (i,pq) 72758
TABLE 4
NOM/NAL DIMEIVS/ONS FIGURES 814 & 818
TFP1710 Page 6 of 10
-c i
B �I i
E�
� 11` �
� - } - �
i
A �'
I r
FIGURE 815
REDUCING TEE
Nominal Pipe Size Figure 815
Approx.
ANSI Inches In hes In hes Inches Inc Inches In hes Weight Part
DN {mm) (mmj (mm} (mm) (mm) (mm) Lbs. Number
(kg)
3/4 x 3/4 x 1/2 1.19 1 19 1.25 0.63 0.63 0.69 0.46 g6235
DN20 x 2d x 15 (30 2 30 2 31 8 16.0 16 0 17 5 0 21
3/4 x 3/4 x 1 1 44 1 44 1.38 0.88 0.88 0.69 0.68 g6755
DN20 x 20 x 25 36 6 36 6 351 22 4 22 4 775 0 31
1 x 1/2 x 1 1.50 1.38 1.50 0.81 0.81 0.81 0.70 86236
DN25 x 15 x 25 381 351 381 20 6 20 6 20 6 0 32
1 x 314 x 1/2 1.25 1 19 1.38 0.56 0.63 0.81 0.63 g6756
DN25x20x15 318 302 351 142 160 206 028
1 x 3/4 x 3/4 1.38 1.31 1 44 0.69 0.75 0.88 �•6$ g6757
DN25 x 20 x 20 351 33 3 36,6 17 5 19 0 22 4 0 31
1 x 3/4 x 1 1.50 1.44 1.50 0.8i 0.88 0.81 0.77 g6237
� DN25 x 20 x 25 381 36 6 381 2D.6 22 4 20 6 0 35
1 x 1 x 1/2 1.25 1.25 1.38 0.56 0.56 0.81 0.66 g6238
DN25 x 25 x 15 31 8 31 S 351 14 3 14 3 20 6 0 30
1 x 1 x 3/4 1.38 1.38 1 44 0.69 0.69 0.88 0.73 86239
DN25 x 25 x 20 351 351 36.6 17 5 17 5 (22 4 0 33
1 x 1 x 1-1/4 1.69 1.69 1.56 1.OQ 1.00 0.88 0.97 g6240
DN25x25x32 429 429 396 254 254 224 044
1 x 1 x 1-1/2 1.81 1.81 1.63 1 13 1.13 0.88 >>4 g6241
DN25 x 25 x 40 46 0 46.0 41 4 28.6 28 6 22 4 0 52
1-1/4 x 1 x 1/2 1.94 1.25 1.56 0.63 0.56 1.00 0.81 g6242
DN32 x 25 x 15 49 2 31 8 39,6 15 9 i4 3 25 4 0 37
1-1/4 x 1 x 3/4 1 44 1.38 1.62 0.75 0.69 1.06 0.90 g6243
DN32 x 25 x 20 36 6 351 41 2 19 0 17 5 27,0 0 41
1-1/4 x 1 x 1 1.56 1.50 1.69 0.88 0.81 1.00 1.03 g6244
DN32 x 25 x 25 (39 6 38,1 42 9 22 4 20 6 25 4 0 47
1-1/4 x 1 x 1-1/4 7.75 1.69 1 75 1.06 1.00 1.06 � �0 g6245
DN32 x 25 x 32 44 4 42 9 44 4 (27 0 (25 4) 27 0 0 50
i-1/4 x 1 x 1-1/2 1.88 1.81 1.81 1 19 1 13 1.06 1 43 g6246
DN32 x 25 x 40 47 6 46 0 46,0 301 28 6 27 0 0 65
1-1 /4 x 1-1 /4 x 1/2 1.38 1.38 1.56 0.69 0.69 1.00 6.87 g6247
DN32x32x15 351 351 39.6 175 f175 254 039
1-1/4 x 1-1/4 x 3/4 1.44 1 44 1.63 0.75 0.75 1.06 0.96 g6248
DN32x32x20 366 366 414 190 190 270 043
1-1/4 x 1-1/4 x 1 1.56 1.56 1.69 0.88 0.88 1.00 1.10 g6249
DN32 x 32 x 25 39 6 39 6 42 9 22 4 22 4 25 4 0.50
1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.81 1.81 1.81 1.06 1.50 86250
DN32 x 32 x 40 47 6 47 6 46,0 46 0 46 0 27 0 0 68
1-i/4 x 1-1/4 x 2 2.13 2.13 2.00 1 44 1.44 1 13 2.00 86251
DN32 x 32 x 50 541 54,1 50 8 36 6 36 6 28 6 0 91
1-1/2 x 1 x 1/2 1 44 1.37 1.69 0.69 0.63 1 13 0.97 g6252
DN40x25x15 366 333 429 175 159 286 044
1-1/2 x 1 x 3/4 1.50 1.38 1.75 0.75 0.69 1.19 1•14 86253
DN40 x 25 x 20 381 351 44 4 19 0 17 5 30 2 0 52
1-1/2 x 1 x 1 1.63 1.50 1.81 �.88 0.81 1 13 1.14 g6254
DN40x25x25 414 381 460 224 206 287 052
1-1/2 x 1 x 1-1/2 1.94 1.81 1.94 1 19 1.13 1 19 1.52 86255
DN40 x 25 x 40 49 3 46,0 49 2 30,2 (28.6 (30 2 0.69
TASLE 5 (1 OF 2)
NOMlNAL D/MENSIONS FIGURE 8i5
Page 7 of 10 TFP1710
�-c--�
� -- I
e �I
E�
i _ }� _ '
� f '
A � I
L r--�
� FIGURE 815
REDUCING TEE
Nominal Pipe Size Figure 815
A B C D E F Approx.
ANSI inches Inches Inches Inches Inches inches Inches Weight Part
DN (mm) (mm) (mm) (mm) (mm) (mm) Lbs. Number
(kg)
1-1/2 x 1-1/4 x 1/2 1.44 1.31 1.69 0.69 0.63 1 13 1.03 g6257
DN40 x 32 x 15 36 6 33 3 42 9 17 5 16.0 28 7 0 47
t-1/2 x 7-1/4 x 3/4 1.50 1 44 1.75 0.75 0.75 1 19 �•1� 86258
DN40 x 32 x 20 381 36 6 44 5 19 0 19 0 301 0.50
1-1/2 x 1-1/4 x 1 1.63 1.56 1.81 0.88 0.88 1.13 1•31 g6259
DN40 x 32 x 25 41 4 39 46 0 22 4 22 4 28 7 0 59
1-1/2 x 1-1/4 x 2 2.19 2.13 2.00 1.44 1.44 1.25 �•94 g6260
DN40 x 32 x 50 55 6 541 50 8 36 6 36 6 571 0 88
1-1/2 x 1-1/2 x 1/2 1.44 1 44 1.69 0.69 0.69 113 1.14 g6261
D N40 x 40 x 15 36 6 36 6 42 9 17 5 17 5 28 7 0 52
1-1/2 x 1-1/2 x 3/4 1.50 1.50 1.75 0.75 0.75 1 19 1.23 g6262
DN40 x 40 x 20 381 381 44 4 19 0 19 0 301 0 56
1-1/2 x 1-1/2 x 1 1.63 1.63 1.81 0.88 0.88 1.13 ti•38 g6263
DN40 x 40 x 25 41 2 41 2 46,0 22 4 22 4 28 7 0 62
1-1/2 x 1-1/2 x 1-1/4 1.81 1.81 1.88 1.06 1.06 1.19 1.50 86264
DN40 x 40 x 32 46 0 46 0 47 6 27 0 27 0 301 0 68
1-1/2x1-1/2x2 2.19 2.19 2.OQ 144 144 1.25 2.00 g6265
DN40 x 40 x 50 55 5 55 5 50 8 36 6 36 6 31 0 91
2 x 1 x 2 2.25 2.00 2.25 1.50 1.31 7.50 2•1$ g6266
DN50 x 25 x 50 57 2 50 8 57 2 381 33 3 381 0 99
2 x 1-1/4 x 2 2.25 2.13 2.25 1.50 1.44 1.50 2•3� g6267
DN50 x 32 x 50 57 2 541 57 2 381 36 6 381 1 05
2 x 1-1/2 x 1!2 1.50 1 44 1.88 0.75 0.69 1.31 1.50 g6268
DN50 x 40 x 15 381 36 6 47 8 19 0 17 5 33 3 0 68
2 x 1-1/2 x 3/4 1.63 1.50 1.94 0.88 0.75 1.38 1.61 g6269
DNSOx40x20 414 381 493 224 190 350 073
2 x 1-1/2 x 1 1 75 1.63 2.00 1.00 0.88 1.31 1.65 86270
DN50 x 40 x 25 44 5 41 4 50,8 25 4 22 4 33 3 0 75
2 x 1-i/2 x 1-1/2 2.06 1.94 2.19 1.31 1 19 1.44 2.03 862�2
DN50x40x40 524 492 555 333 302 366 092
2 x 1-1/2 x 2 2.25 2.19 2.50 1.50 1.44 1.50 Z•3� g6273
DN50 x 40 x 50 571 55 5 63 5 381 36 6 381 1 07
2 x 2 x 1/2 1.50 1.50 1.88 0.75 0.75 1.31 1.50 86222
DN50 x 50 x 15 381 381 47,8 19 0 19.0 33 3 0 68
2 x 2 x 3/4 1.63 1.63 1.94 0.88 0.88 1.38 1•6� g6223
DN50x50x20 414 414 493 224 224 350 076
2 x 2 x 1 1.75 1.75 2.00 1.00 1.00 1.31 1•91 g6224
DNSdx50x25 445 445 508 254 254 333) 086
2 x 2 x 1-i/4 1.88 1.88 2.13 113 1 13 1 44 2.05 g6225
DN50 x 50 x 32 47 8 47 8 541 28 7 28 7 36 6 0 93
2 x 2 x 1-1/2 2.00 2.00 2.19 1.25 1.25 1.50 2.11 86226
DN50 x 50 x 40 50 8 50.8 55.6 31 8 31 8 381 0 96
2 x 2 x 2-1/2 2.63 2.63 2.38 1 75 1.88 1.44 3.67 86227
DN50 x 50 x 65 66 8 66 8 60 5 44,5 47 8 36 6 166
2-7/2 x 2 x 3/4 1.75 1.63 2.31 0.63 0.88 7 75 2•22 g6274
DN65x50x20 445 414 587 159) 224 445) 101
TABLE 5 (2 OF 2)
NOMINAL D/MENSIONS FIGURE 815
Page 8 of 10 TFP17l0
�
i
� � I
�_ _ ,
�---I---� � , A A
� � � � - I I
� i - - - � t
t
FIGURE 820 FIGURE 830 FIGURE 719
CAP BRASS SEAT UNION PLUG
Nominal Pipe Figure 820 Figure S30 Figure 719
Size
ANSI A Approx. A B Approx. A Approx.
Weight Part Weight Part Weight Part
Inches Inches Lbs. Number �nches Inches Lbs. Number �nches Lbs. Number
DN (mm) �k9) (mm) �mm) (k9) (mm) Ik9)
1/2 0.88 0.15 72776 1.88 0.81 0.47 86207 0.94 0.10 86292
DN15 (22,4) (0,06) (47,8) {20,6) (0,21) (23.9} (0,04)
3/4 1.00 0.22 �27�7 2.00 0.94 0.66 g6275 1.13 0.18 g6293
DN20 (25,4) (0,10) (50,8) (23,9) (0,30) (28,7) (0,08)
1 1.18 0.33 72824 2.19 0.81 1.08 86276 1.25 0.28 86294
DN25 (30,0) (0,15) (55,6) (20,6) (0,49) (31,7) (0,13)
1-1/4 1.31 0.54 72�56 2.50 1.06 1.54 862�7 1.38 0.50 g6295
DN32 (33,3) (0,24) (63,5) (26,9) (0,70) (35,1) (0,23)
' 1-1/2 1.38 0.68 72822 2.63 1.19 2.03 86278 1.44 0.70 86296
DN40 {35,1) (0,31) (66,8) (30,2) (0,92) (36,6) (0,32)
2 1.50 0.96 72823 3.13 1.63 3.15 86279 1.50 0.90 86297
DN50 (38,1) (0,43) {79,5) (41,4) (1,43) (38,1) (0,41)
2-1/2 1 75 1.80 72825 - - - - - - -
DN65 (44,5) (0,82)
TABLE 6
NOMINAL DlMENSlONS F/GURES 820, 830 & 719
TFP1710 Page 9 of 10
. �
---� �
� � �
_� . --- --- 1
, ,_ �
--� ----
g A
�____A�I ,------; !
FIGURE 825 FIGURE 827 FIGURE 8l6
EXTENSION PIECE HEX BUSHING REDUCING COUPLING
Nominal Pipe Figure 825 Figure 827 Figure 816
Size Eztension Piece Hex Bushing Reducing Coupling
A Approx. A Approx. A B Approx.
ANSllnches Weight Part Weight Part Weight Part
Inches Inches Inches lnches
DN mm Lbs. Number } Lbs. Number �mm) (mm} Lbs. Number
� ) (k9) (mm �k9� �k9)
1/2 x 1/2 1.50 0.20 72751
DN15 x 15 (38,1) (0,09) � - - - - - -
1/2 x 1/2 2.00 0.27 72980
DN15 x 15 (50,8) (0,12) - - - - - - -
3/4 x 3/4 1.50 022 72981
DN20 x 20 (38,1) (0,10) - - - - - - -
3/4 x 3/4 2.00 0.31 73982
DN20 x 20 (50,8) (0,14) - - - - - - -
3/4 x 1/2 1.75 0.69 0.38
DN20 x 15 - - - - - - (43,2) (17,5) (p 17� 66772
1 x 1/2 1.06 0.22 1.69 0.50 0.38
DN25 x 15 - - - (26,9) (p �p� 72726 (42,9) (12,7) (0,17) 86228
1 x 3/4 _ 1.06 0.18 72762 1.75 0.50 0.53 86229
DN25 x 20 (26,9) (0,08) 43,2
� ) � ���
7-1/4 x 1 1.19 0.31
DN32 x 25 - - ' (30,2) �p,�q� 72763 - - - -
1-1/2 x 1 1.25 0.53
DN40 x 25 - - - (31,7) (p,2q� 72757 - - - -
1-7/2 x 1-1/4 1.25 0.35 72764
DN40 x 32 - - ' (31,7) (0,10) - - - -
2x1
DN50 x 25 (35 8) (0,34) 72�59 - - - -
2 x 1-1/4
DN50 x 32 - - - (35,8) (p,39) 72761 - - - _
2 x 1-1/2
DtJ5Q x 40 - - " (35 8? (0,28) 72775 - - - -
TABLE 7
NOM/NAL DIMENS/ONS F/GURE 825, 827 & 816
Page t0 of 10 TFP1710
I� A I' B A�
, � �
� i - i � �--
C I C I
{ �
CALIFORNIA TEES
Nominai Pipe California Tees
Size
ANSI A B C D Approx.
Inches Inches lnches Inches Inches Weight Part
DN (mm) (mm) (mm) (mm) Lbs. Number
(kg)
1 x 1/2 x 1 1.50 0.88 3.00 0.75 0.95 42000
DN25 x 15 x 25 (38,1) (22,4) (76,2) (19,1) (0,43)
1 x 1 x 1 1.50 0.75 3.00 0.75 0.95 42001
DN25 x 25 x 25 (38,1) (19,1) (76,2) (19,1} (0,43)
TABLE 8
IVOM/NAL DIMENS/ONS CALIFORNfA TEES
�— c �— c
� - - 1 � --- - -
n s � a s �
i — - -, L_ - --
STREET ELBOWS
Nominal Pipe Street Elbows
Size
ANSI A g C Approx.
Inches Inches tnches Inches Weighf Part
DN (mm) (mm) (mm) Lbs. Number
(kg)
1 x i/2 1.50 0.75 3.00 0.70 420d3
DN25 x 15 (38,1) (19,1) (76,2) (0,32)
1 x 1 1.50 0.75 3.40 0.90 42002
DN25 x 25 (38,1) (19,1) (76,2) (0,40)
TABLE 9
NOM/NAL D/MENSIONS STREET ELBOWS
m 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446
�'(��L� Frre 8� Building
Products
Technical Services: Tel: (800) 387-9312 / Fax: (800) 791-5500
www.tyco-fire com
Grinnell Grooved Fire Protection Products
Figure 730
Mechanical Tees - Threaded / Grooved
General Protective Coatings: �. imited
• Non-lead orange paint
Description • Fire brigade red (optional) non-lead paint Warranty
uL LC • Hot dipped galvanizetl conforming to ASTM
A-153 Products manufactured by Tyco Fire Products are
Bolt/Nuts: Track Head Bolts - conforming to vrarranted solefy to the original Buyer for ten (10)
FM ASTM A-183, Zinc Plated, (Min. Tensile = y�� against defects in material and workmanship
110,000 psi/758,422 kPa) whenpaitlforandproperiyinstalledandmaintained
Metric - conforming to ASTM F568M under normai use and service. This warranty will
Gasket: (specifywhenordering) expireten(10)yearsfromdateofshipmentbyTyco
• Grade "E" EPDM, green color code Fre Products. No warranty is given for products or
(See Data Sheet TFP1895 for aid in seleciing components manufactured by companies not
� �/C�S proper gasket) affiliatedbyownershipwithTycoFireProductsorior
products antl components which have been subject
O rderi n tomisuse, improperinstallation,corrosion, orwhich
See Fire Protection Submittal Sheet for Pressure � have not been installed, maintained, modified or
RatingandListing/Approvallntormation Procedure repairedinaccordancewithapplicableStandardsof
the Naiional Fre Protection Association (NFPA),
The Figure 730 Mechanical Tees may be used for When placing an ortler, indicate the full product and/orthestandartlsofanyotherAuthorities Having
anyteeconnectionwhereathreadedorgrooved name.Pleasespeciiythequantity,figurenumber, Juristliction.MaterialsfoundbyTycoFreProdacts
outlet is needed. They may be converted into a�YPe of gasket, Grade "E" EPDM, and size. tobedefectiveshallbeeitherrepairedorreplaced,at
crosswhennecessary Grinneil Groovetl Piping Products, valves, TycoFreProducts'soleoption.TycoFreProducts
WARNING accessories and other products are available neither assumes, nor authorizes any person to
The figure 730 Mechanical Tee described herein throughout the U.S., Canada, and internationaliy, assumeforit,anyotherobligationinconnectionwith
must be installed and maintained rn compliance through a network of distribution centers. You the sale of products or parts of products. Tyco Fre
�vrth this document, as wellas with theapplicable may write tlirectly or call 215-362-0700 for the Productsshallnotberesponsibleforsprinklersystem
standards of the National Fire Protection distributor nearest you designerrorsorinaccurateorincompleteinformation
Association, in addition to the standards of any supplietl by Buyer or Buyer's representatives.
otllerauthoritieshavingjurisdiction. failurelvda IN NO EVENT SHALL TYCO FIRE PRODUCTS BE
somayimpairthepedormanceolthisdevice. � are and LIABLE,fNCONTRACT,TORT,STRICTLIABILITY
The owneris responsible formaintainrng their Maintenanee OR UNDER ANY OTHER LEGAL THEORY, FOR
fire protection system and devices in proper INCIDENTAL, INDIRECT, SPECIAL OR
operatingcondition. Theinsta!lingcontractoror The owner is responsible for the inspection, CONSEQUENTIALDAMA6ES,INCLUDINGBUTNOT
sprinklermanufacturershouldbecontacted �vith testing, and maintenance of their fire protection LIMfTED TO LABOR CHARGES, REGARDLESS OF
anyquestions. system and devices in accordance with the y�HETHERTYCOFIREPRODUCTSWASINFORMED
appiicabfestandardsoftheNationalFireProtection ABOUT THE POSSIBlLI7Y OF SUCH DAMAGES,
Technieal Association (e.g., NFPA 25), in addition to the q�yDINNOEVENTSHALLIYCOFlREPRODUCTS'
standards of any authority having jurisdiction. LIABILITY EXCEED AN AMOUNT E�UAL TO THE
Data Theinstallingcont�actororproductmanufacturer S��SPRICE.
shoultl be contacted relative to any questions. ��Fr.nnw: w,e�,Qaeurv�� u�ne�u„t�,��
a.u� u� ucv v!
igure: 730 ny impairment must be immediately correcied. �•q�yDAfl D1HER WARRA_�s � cs nA
Outlet: Threaded or Grooved It is recommended that automatic sprinkler �MPLIED. INCLUD/NG WAR HTIES OF
Approvals: UL, FM, ULC, VdS, and LPCB; systems be inspected, tested, and maintained by yIERCHANTABIL/TY AND PITNESS fOR A
See Fire Protection Submittal Sheet for exact a qualified Inspeciion Service. P ��� P �
Listing / Approval information.
Housing: Ductile iron conforming to
ASTM A-536, Grade 65-45-12
Page 1 of 4 September 2004 TFP1860
Page 2 of 4 TFP1860
Figure 730 Mechanical Outlet Tee and Cross
(Threaded)
B C ` B C
D A p A
TAKEOUT TAKEOUT
E D I
TAKEOUT A
Figure 730 Mechanical Outlet Tee Figure 73D Mechanical Outlet Cross
(Threaded) (Threaded)
Nom. Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross
Hole Max. A B C D E Net Wt. Net Wt.
Run x Branch Inches Inches Inches Inches Inches Inches Inches SiZe�� Lbs Lbs.
mm mm mm mm mm mm mm Dia. x Lg K9 Kg
2 X��Z ��a 1„ 1 50 1 63 2 62 4 88 3.07 2.12 1 59 3 I9�� x 2'/," 2.2 2.6
38.1 41.3 66_ 5 124 0 i 8 0 53.8 40.4 M10 x 57 1 0 1.2
2" x 1'/a' 1 75 1 88 2.78 4.88 3.32 1 93 1.59 3 !e" x 2'/a" 2.5 3 3
44.5 47.6 70.6 124.0 84 3 49.0 40 d M 10 x 57 1 1 1.5
2" x 1'/z' 1 75 1.88 2.75 4.88 3.32 1.93 1.59 '/s" x 2'/<" 2.5 3.7
44.5 47.6 69.9 124. D 84.3 49. 0 40.4 M 10 x 57 1 1 f 7
2'/z" x'/z", 3 /a" 1" 1.50 1 63 2.88 5.25 3.07 2.38 1.81 3 /a" x 2'!." 2.7 3 1
38.1 4 i.3 73.2 133.4 78.0 60.5 46.0 M 10 z 57 1.2 1 4
2'/z' x 1'/<" 2•00 2.13 3.00 5.25 3.56 2.19 1.81 3 I8�� x 2'/e" 3.1 3.9
50.8 54.0 76.2 133.4 90.4 55.6 46.0 M10 x 57 14 1.8
2'/z" x 1'/z" 2.00 2.13 3.07 5.25 3.59 2.17 1.81 '/a" x 2'/," 3.3 4.3
50.8 54. D 78.0 133.4 912 55.1 46 0 M 10 x 57 1.5 i.9
2��Z X 2„ 2.00 2.13 3.19 5.25 4.00 2.44 1.81 3 !e" x 2'/a" 3.5 4 4
50.8 59 0 81.0 133.4 101.6 62.0 46.0 Mi0 x 57 1.6 2.0
76. t mm x'/z", '!a", 1" 1.50 1 63 2.94 5 62 3.07 2.44 1.87 2•7 3-1
38. � 41.3 74.5 142.7 78.0 62.0 47.5 M 10 x 57 1.2 1 4
2.00 2.13 3 O6 5.62 3.56 2.25 1 87 3 1 3.9
76 1mm x 1'/a" 50.8 54.0 777 142.7 90.9 57.2 q7.5 M10 x 57 � 4 � 8
2.00 2.13 3.13 5.62 3.56 2.25 1.&7 3.3 5.1
76.1mm x 1'/z" 50.8 54.0 79.5 142.7 90.4 57.2 47.5 M10 x 57 � 5 2.3
76.1�„m x 2" 2•50 2.63 3.25 5 62 4.00 2.50 1 87 M10 x 57 4 1 5 9
63.5 66.7 8Z.6 142.7 1016 63.5 475 1.9 2•7
3" x'/z", 3 /a", 1" 1.50 1.63 3.19 6.13 3.07 2.56 2.21 '/z" x 3" 3.7 4.5
38.1 41.3 81.0 155.7 78.0 65.0 5G 1 M 12 x 76 1 7 2.0
3° x 1'/a" 1 75' 1 88 3.34 6 13 3.32 2.50 2.21 '/z" x 3" 3.9 4.9
44.5 A76 84.8 i55.7 84.3 63.5 56.1 Mi2x76 �.8 1.2
3 X i,h„ 2.00 2.13 3 38 6 13 3.56 2.48 2.21 '/z" x 3" 4.2 5.5
50.8 54.0 85.9 155.7 90.4 63.0 56. l M 12 x 7S 1.9 2.5
3" x 2" 2•50 2.63 3.50 6.13 4.09 2.75 2.21 '(z" x 3" 4 7 6.5
63.5 66.7 88.9 155.7 103.9 69.9 56.1 M 12 x 76 2.1 2.9
4" x'/z", 3 /4°, 1" 1.50 1 63 3.69 7 13 3.07 3.06 2 78 '/z" x 3" 5.5 7 1
38.1 41.3 93.7 181 1 78.0 77 7 70.6 Ml2 x 76 2.5 3.2
4" x 1'/," 1 75' 1.88 3.92 7 13 3.32 3.00 2 78 '/a" x 3" 5.5 7 1
44.5 47 6 99.6 18 f 1 84.3 76.2 70. 6 M 12 x 76 2.5 3.2
2.00 2.13 4.00 7 13 3.56 2.98 2.78 '/z" x 3" 5 5 7 1
4" x t'/�" 50.8 54.0 101.6 181 1 90.4 75.7 70.6 M12 x 76 2.5 3.2
4" x 2" 2•50 2.63 4 00 7 13 4 O6 3.25 2.78 '/z" x 3" 6 0 8.1
63.5 66.7 1016 181 1 f03.1 82.6 70.6 M12 x 76 2.7 3.7
4" x 2'/z" 2.75 2.88 4 00 7 13 4.38 3.12 2.78 '/z" x 3" 6 0 8 1
69.9 73.0 101 S iBi 1 111.3 79.2 70.6 M12x76 2.7 37
4° x 76.1mm 2•75 2.88 4 00 7 13 4.38 3.12 2.�8 M12 x 76 6.0 8 1
69.9 73.0 101.6 181 f 111.3 79.2 70.6 2-� 3•�
4' x 3" 3.50 3.63 4 13 7.13 5.13 3.31 2.78 '!z' x 3" 7 6 13.5
88.9 92.1 104.9 181 i 13Q.3 8d 1 70.6 M 12 x 76 3.2 6.1
# Proper hole preparation is requfred tor effect�ve sealing and performance. Gheck ihe pipe seal surtace within'.L=' of Ihe hole to be certam i� is free from condRions that would affect
proper gasket seahng Remove any sharp or rough ed9es from the ho4e or upper housmg conlact area. that might affect assembty, proper seating of the locating collar or 8ow from
lhe outlel Check gaskel grede to be certain it is suitable for the sernce. For crosses, ensure double ou11e1 holes are a6gned on opposAe sides of the pipe. The use of threadetl
products oiher than steel pipe, such as dry pendenls, etc may not be compauble with ihe female threadetl outlet on me Ntechan�cal Tee Ahvays confirm compatibihty by
coniacling Tyco Fire Producls.
" Gold color coded metric bolt saes are avadabie upon req�est
Note: Outlet threatls conforming te 150 7-1 are avaJable, contact Tyco Fire Producls for detads
Page 3 of 4 TFP1860
. Figure 730 Mechanical Outlet Tee and Cross
(Threaded)
8- C B C
D A p A
TAKEOU7 TAKEOUT
E � I
TAKEOUT A
Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross
{Threaded) (Threaded)
Nom. Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross
Hole Max. A B C D E Size" Net Wt. Net Wt.
Run x Branch Inches Inches Inches Inches Inches Inches Inches Lbs. Lbs.
mm mm mm mm mm mm mrn Dia. x Lg. K9 Kg.
2.00 2.13 4.63 8.13 3.56 4.00 3.37 5 /a" x 4'/<° 6.5 7 7
5" x 1'/�" 50 8 54 0 1 i7 6 206.5 90.4 101 6 85.6 M16 x 12i 2.9 3.5
2.50 2.63 4.63 8.13 4.06 3.88 3.37 5 /s" x 4'/+" 7 1 8.1
5" x 2" 63.5 66.7 117.6 206.5 1 D3.1 98.6 85.6 M f 6 x 121 3.2 3.7
2.75 2.88 4 75 8.13 4 38 3.88 3.37 5 /e' x 4 7.3 8.7
5" x 2'/z" 69. 9 73.0 120 7 206.5 111.3 98.6 85.6 M 16 x 121 3.3 3.9
2.75 2.88 4 75 8.13 4 38 3.88 3.37 M16 x 121 7 ' 3 8 '�
5" x 76 1� 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 3.9
3.50 3.63 5.00 8.13 5 13 4 06 3.37 5 /a" x 4 7 6 14 7
5" x 3' 88.9 92. i 127.0 206.5 130.3 ]03.1 85.6 Mt6x 12i 3 4 6.7
2.00 2.13 5.13 9.25 3.56 4.25 3.90 6.9 7.9
165.1mm x 1'/-0' S0.8 54.0 130.3 235.0 90.9 ]08.0 gg, � M16 x 121 3.1 3.6
2.00 2.13 5.13 9.25 3.56 4.04 3.90 7 4 8.9
165 1� x 1'/2" 50.B 54.0 130.3 235.0 gQ.q ipp yy 1 M16 x 121 3.4 4.0
165 1�„ x 2" 2•50 2.63 5.13 9.25 4 O6 4 31 3.90 M16 x 121 7•5 8.9
63.5 66.7 130.3 235.0 103.1 109.5 991 3.4 4.0
165 1mm x 2'/z" Z"�5 2•8$ 5.13 9.25 4 38 4 18 3.90 M16 x 121 �•5 11 1
69.9 73.0 i30.3 235.0 111.3 106.2 99. i 3.4 5.0
165.imm x 76.1mm 2'�5 2•88 5.13 925 4.38 4 18 3.90 M16 x 121 7'5 11'1
69.9 73.0 130.3 235.0 i i i.3 i06.2 99.1 3.4 5.0
165 1 mm x 3" 3. 50 3.63 5.50 9.25 5 13 4.37 3. 90 M 16 x 121 9� 5 14 1
88.9 92.1 139.7 235.0 i30.3 1 i f.0 99.1 4.3 6.4
165 1 mm x 4' 4.50 4.63 5.38 9.25 6.13 4.56 3.90 M 16 x 121 � 0.0 20.1
114.3 1�7.5 i36.7 235.0 155.7 115.8 99. i 4.5 9.1
2.00 2.13 5.13 9.25 3.56 4.25 3.90 5 /a' x 4 6.9 7,9
6" x 1'/a" 50.8 54.D 730.3 235.0 90.4 108.0 99 1 M16X 121 3.1 3.6
2.00 2.13 5 13 9.25 3.56 4 04 3.90 5 /e" x 4 7 4 8.9
6" x 1'/z"
50.8 54 0 i30.3 235.0 90 4 102.6 99 1 M16 x 121 3 4 4.0
2.50 2.63 5.13 9.25 4.06 4.31 3.90 '/a" X 4 7.5 8.9
6" x 2" 63.5 66.7 130.3 235.0 iO3.1 f09.5 99.1 M16x i71 3.4 4.0
2.75 2.88 5.13 9.25 4 38 4 18 3.90 �/e" x 4 7.5 11 1
6" x 2'/z' sg.g 73.0 130.3 235.0 1 i 13 106.2 39.1 Ml6 x 121 3.4 5.0
2.75 2.88 5 13 9.25 4.38 4 18 3.90 M 16 x 121 7"5 11 1
6" x 76 1 mm 69.3 73.0 130.3 235.0 1 J 1.3 106.2 99.1 3.4 5.0
3.50 3.63 5.50 9.25 5.13 4.37 3.90 '/e" x 4 9.5 14 1
6" x 3" 88.9 921 f39.1 235.0 130.3 i11.0 99.1 Mt6x 121 4.3 6.4
4.50 4 63 5.38 9.25 6.13 4.56 3.90 5 /e" x 4 10 0 20 1
6" x 4" 114.3 117.5 136.7 235.0 155.7 115.8 99.1 M16 x 121 4.5 9.1
2.75 2.88 6.25 12.50 4.38 5.12 4.90 3 /a" x 4'/a° 10.2 12.1
- B� X?��Z� 69 9 73.0 158.8 317.5 f 1 i 3 130.0 12A.5 M20x 121 4 6 - 5.5
2.75 2.88 6.25 12.50 4.38 5.12 4.90 M20 x 121 10.2 12.1
8" x 76 1 mm sg g 73. 0 138.8 317.5 111.3 130. 0 124.5 4.6 5.5
3.50 3.63 6.50 12.50 5.13 5.37 4.90 3 Js" x 4'l<' 12.5 15 1
8" x 3" 88.9 92.1 165. i 317.5 130.3 136.4 124.5 M20 x 121 5.7 6.8
4.50 4 63 6.38 12.50 6.13 5.56 4.90 3 /." x 4'/." 12.5 21 1
8" x 4" l 14.3 117.5 162. / 317.5 155.7 141.2 124.5 M20 x 121 5.7 9.6
# Propar hole preparehon is requved for eBective sealing and peRormance. Check the pipe seal surface wfthin'/i of the hole to be certain it is free from contlitmns thal would affect proper
gasket seahng. Remove any sharp o� rough edges fmm the hole or upper hous7ng conlact area, that might aHec! assembly, proper sea6ng oF the locating cpllar or flow from the outlet.
Check gasket gratle to be certam rt is surtable for the service. For crosses, ensu2 double outlet hUes are aligned on opposite ades of the pipe. The use of threaded protlucts other than
steel pipe, such as dry pendenls, etc may not be compahbie with the temaie threatled outlet on the Mechanical Tee. Always confirm compatibdrty by contacting Tyco Rre Products.
" Gold color coded melnc bolt s�zes are available upon reques[.
Note: Outlet lhreads conlorming to I50 7-7 are avatlable, contact 7yco Fre Protlucts for tletatls.
TFP1860
Page 4 of 4
Figure 730 Mechanical Outlet Tee and Cross
(Grooved�
g C
g C
A
A
1
A
E
Figure 730 Mechanical Outlet Figure 730 Mechanical Outlet
Grooved Tee Groovetl Cross
Nominal Hole Dia.$ Nominal Dimensions Tee Cross Nominal Hole Dia.$ Nominal Dimensions Tee Cross
Bolt
Size Hole Max. A B C E Net Wt. Net Wt. Size Hofe Max. A B C E SiZe„ Net Wt. Net Wt.
Size"
Run x Inches inches Inches Inches Inches Inches Lbs. Lbs. Run x Inches Inches lnches inches Inches Ir�ches pia. x Lg. �5' Lbs.
Dia. x Lg. K Branch mm mm mm mm mm mm Kg. Kg.
Branch mm mm mm mm mm mm Kg. g.
1.75 1.88 2.78 4.88 3.32 1.59 3 !i x 2'!+" 2.5 3.3 5° x 76.1�r 2.75 2.88 4.75 8.13 4.38 3.37 M16 x 121 7.3 8.7
Z x �'' 4-0.5 47.6 70.6 174.0 8a.3 A0.4 M10x 57 1 1 1.5 69.9 73.0 120.7 206.5 171.3 85.6 3 3 3.9
1.75 1.88 2.62 4.88 3.32 1.59 '/s" x 2'/i 2.5 3.7 5" x 3' 3.50 3.63 5.00 8.13 5J 3 3.37 5 /a' x 4 7.6 14J
2" x 1!z' � 5 47.0" 66.5 124.0 8a.3 40.4 M10 x 5% i. l 1.7 88.9 92.1 127 0 2QG.5 130.3 85.6 M16 x 121 3.4 6.7
2`�i'x1'/i 2•00 2.13 3.00 525 3.56 1.81 '/•'x2'!s" 3.1 3.9 165.t�.,�x17a 2'00 2.�3 5.73 9.25 3.56 3.90 M16x121 6 � 9 79
50.8 SA.O 76.2 133.4 90.4 46.0 MlOx 57 1.4 1.8 5Q8 54.0 130.3 235.0 90.4 99. f 3.1 3.6
2'h' x t/z" 200 2.13 3.07 5.25 3.59 1.81 3 !e' x 2'!; 3.3 4-3 165.1 m. x t'/i 2.00 2.73 5.13 925 3.56 3.90 Mt 6 x 121 7 4 8.9
50.8 54.0 ?8.0 7334 91.2 46.0 Mi0x57 1.5 1.9 50.8 54.0 130.3 235.0 90.4 99.1 3.4 4.�
2'li x 2.' 2.00 2.13 3.19 5.25 4.00 1.81 '/s" x 2'!i 3.5 4.4 165.1 � x 2" 2S0 2.63 5.13 9.25 4.06 3.90 M16 x 121 7.5 8.9
50.8 54.0 81.0 133.A i01.6 46.0 M10x57 1.6 2.0 635 66.7 130.3 235.0 f03.1 99.1 3.4 4.0
7fi.1 „m x t/+ 2.00 2.13 3.06 5.62 3.56 1.87 M10 x 57 3.1 3.9 165. i� x 2'/i 2.75 2.88 5.13 925 4.38 3.90 M16 x 127 7.5 11.1
50.8 54.0 77.7 1427 90.4 47.5 1.4 1.8 69.9 73.0 130.3 235.0 111.3 99.1 3.4 5.0
76.1 �.� x tYs" 2.00 2.13 3.13 5b2 3.56 1.87 3.3 5.1 ��, t�,., z7s.�m. 2.75 2.88 5.13 9.25 4.38 3.90 M16 x 121 7.5 11.1
M1D x 57
50.8 54.0 79.5 142.7 90.4 47.5 1.5 23 69.9 730 f30.3 235.0 111.3 93.1 34
76.tmmx2" 2•50 2.63 3.25 5.62 4.00 7.87 4.� 5•9 165.i�+x3' 3'� 3.63 3.50 925 5.13 3.90 M16x121 9.5 14.1
M10x57
635 66.7 82.6 742.7 101.6 47.5 f.9 27 88.9 921 139_: 235.0 130.3 991 4.3 6.
3" x 1;; 1.75' 1.88 3.34 6.13 3.32 2.21 '/a" x 3' 3.9 4.9 165.1�� x 4 4.'� 4.63 5.38 9.25 6.13 3.90 M16 x 121 10.0 20.1
4a.5 47.6 84.8 155.7 81.3 56.1 M12z76 ].B 2.2 114.3 1175 136.7 235.0 155.7 99.1 4.5 9.�
2.00 2.13 3.38 6.13 3.56 2.21 'li x 3' 4.2 5.5 s X 1 V� 200 2.13 5.13 925 3.56 3.90 S1e x 4�/i 6.9 7.9
3" x i?z" � 8 54.0 85.9 155.7 90.4 561 M12 x 76 1.9 2.5 50.8 54.0 130.3 235.0 9� 4 991 M1G x 121 3 1 3.6
3" x 2.' 2.50 263 3.50 6.13 4.09 2.21 4� x 3" 4.7 6.5 g� x 14z' 2.00 2.13 5.13 925 3.56 3.90 S/e" x 4�/." 7 4 8.9
63.5 66.7 88.9 155.7 103.9 56.1 Mi1x76 21 29 5U8 54.0 130.3 235.0 90.4 991 Mi6x121 3.4 4.0
4" x t'/;' 1.75' 1.88 3.92 713 3.32 278 Yi x 3' S.5 71 s X 2" 2.50 2.63 5.13 9.25 4.06 3.90 5 /e x 4 7.5 8.9
44.5 47.6 99.6 1 Bi 1 8-0.3 70.6 M12 x 76 2.5 3.2 &?.5 66.7 130.3 235.0 103. i 99.1 M16 x 121 3 4 4.0
2.00 213 4.00 713 3.56 2.78 '/i x 3" 5.5 71 6' x 2'/z 2.75 2.88 5.13 925 4.38 3.90 '/e x 4!<' 7.5 11 1
Q�X ��Z 50.8 54.0 10i.6 181.1 90.4 70.6 M12x76 2.5 32 699 73.0 13D.3 235.0 171.3 991 M16x 121 3.4 5.0
4" x 2" 2.50 263 4.00 713 4.06 2.78 '/z x 3" 6.0 8.1 g�. x 76.7 mr 275 2.88 5.13 9.25 4.38 3.90 �q16 x 121 7.5 11 1
63.5 66.7 101.6 181.1 1Q3. i 70.6 M12 x 76 2.7 3J 69.9 73.0 130.3 235.0 111.3 99.1 3.4 5 0
4" x 2'(z' 2.75 2.88 4.0(1 713 4.38 2.78 '/i x 3" 6.0 8.1 6 x 3, 3.50 3.63 5.50 9.25 5.13 3.90 5 /e x 4'/! 9.5 14.1
69.9 73.0 101.6 181.1 111.3 70.fi M 12 x 76 2.7 3.7 88.9 921 139.7 235.0 130.3 99J M16 x 121 4.3 6.4
4" x 76.1,,,m 275 2.88 4.00 713 4.38 278 6.0 8.1 6� X 4. 4.50 4.63 5.38 925 6.13 3.90 '/a" x 4 1 a.0 201
6J.9 73.0 101.6 18f.1 i f 1.3 70.6
M12x76 �� 37 114.3 117.5 136.: 235.0 155.7 99.1 Mi6x121 4.5 9.1
4" x 3" 3.50 3.63 4.13 713 5.13 2.78 '/:" x 3" 7.0 13.5 $. x 2,�2 2.75 2.88 6.25 12.50 4.38 4.90 '/," x 4'/: 102 12.1
88.9 92.1 1W.9 181.1 i30.3 70.6 M12x76 3.2 6.1 69.9 73.0 158.8 3i7.5 171.3 124.5 M20x121 4.6 5.5
200 2.13 4.63 8.13 3.56 3.37 5 Is x 4'/a" 6.5 �•� 8" x 76.1..� 2•�5 2.88 6.25 12.50 4.38 4�90 M20 x 121 10'2 12.1
5" x 1/i 50.8 54.0 11Z6 206.5 90.4 85.6 M16x 121 29 3.5 69.9 73.0 158.8 317.5 l i l.3 124.5 4.6 5.5
5 z 2" 2`� 2.63 4.63 8.13 4.06 3.37 S/e" x 4'/i 71 8J $, x 3 " 3.50 3.63 6.50 12.50 5.13 4.90 3�i� A A � Z.�J 15.1
63.5 66.T 117.6 ZO6.5 103J 85.6 M16x 121 3.2 3J 88.3 92.1 165.1 3175 130.3 124.5 M20x 1?! 57 6.8
5" x 2'/a" 275 2.88 4.75 8.13 4.38 3.37 '/e" x 4 7.3 8.7 g , x 4 . 4.50 4.63 6.38 12.50 6.13 4.90 '/," x 4'/, 12.5 21 1
69.9 73.0 120J 206.5 111.3 85.6 M16x 121 3.3 3.9 f 14.3 117.5 t 621 317.5 155.7 124-5 M20 x 121 5J 9.6
� Proper hole preparanon is reqwred for eHectrve sealing and pertormance. Check ihe pipe seal suAace within `/.' of Ihe hole lo be cerfain n is free from condihons that would aHed
proQer gasket sealing. Remove any sharp or rough edges from tha hole or upper �ousing contact area, Ihat might aftect assembly, proper sealing of the locating collar or (low from
the outlet. Check gasket gratle to be certain it is sui[able for the service. For crosses, ensure double outlet holes are aligned on opposrte sides of the p�pe. The use of threatled
products other ihan steel pipe, such as dry pendents. e1c. may not be compahble with the female threaded ouUet on the Mecharncal Tee Always conhrm compatibdity by contacting
Tyco Fire Products.
° Goltl color coded metnc bolt sizes are avallahle upon request.
General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO �
that pressure ratings and performance data is not exceeded. Always read and understand the installation 9\ , 001, /
instructions (IH-1000) Never remove any piping component or correct or modify any piping deficiencies without ��
first depressurizing and draining the system. Material and gasket selection should be verified to be compatible Certified Company
for the specific application.
TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U S.A.
Globe Pipe Hanger Products, Inc. - 100 Series Universal Beam Clamp Page 1 of 2
Globe Pipe Hanger Products, Inc.
14601 Industrial Pkwy
Cleve�and, OH, 44135, US
Phone 216.362.6300
Toll-free (800) 338-3555
Email• sales@globepipehanger.com
Website http.//www.globepipehanger.com
Ali Cateqories > 5eries 100 Bsam Clamps > Beam Clamp > 10Q Series Universal Beam Clamp > View Items
100 Series Universal Beam Clamp
Check up to �ve resu/ts to perform an action.
SIZE RANGE:
3/8" through 7/8" rod sizes.
MATERIAL:
Malleable iron casting with a hardened cup point set screw and lock nut.
FINISH:
Black.
ORDERING:
Specify rod size; finish; and model number.
APPROVALS:
UL Listed for top or bottom of Beam. FM Approved for NFPA 13, maximum rated pipe size. Complies with
Manufacturers Standardization Society SP-69 (Type 19 & 23). -
FUNCTION:
Recommended for attaching hanger rod to top or bottom flange of a beam or bar joist, where the thickness of a joist
or flange does not exceed 3/4 inch. The open back design permits rod adjustment.
INSTALLATION:
Must install in an upright position.
ALSO AVAILABLE IN:
Electro-Plated Zinc and 304 Stainless Steel
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larper imaqe
Resuits 1- 5 of 5 �
ttem # A B C D E F G Max. Recommended
Load
103 - 3/8 1 1/2 1/2 3/4 7/8
101 inches 1 inches �nches inches 1 inches inches inches 400 Ibs
104 - 1/2 1 1/2 1/2 3/4 7/8
101 inches 1 inches inches inches 1 inches inches inches 500 Ibs
105 - 5/8 1 1/2 � 1/2 ��2 1 inches 3 � 4 1 inches 600 Ibs
http://globepipehanger.thomasnet.com/printitems/beam-clamp/ 100-series-universal-beam-... 5/20/2010
Globe Pipe Hanger Products, Inc. - 100 Series Universal Beam Clamp Page 2 of 2
101 inches inches inches inches inches
106 - 3/4 1 7/8 1 3/4 5/S 1 3/8 3/4 1 1�4 800 Ibs
101 inches inches inches inches inches inches inches
107 - ��s 2 inches � 3�4 5/8 1 1/2 3/4 i i/4 1200 Ibs
101 inches inches inches inches inches inches
Results 1- 5 �f 5 �
� �iiii�
http://globepipehanger.thomasnet.com/printitems/beam-clamp/100-series-universal-beam- . 5/20/2010
Globe Pipe Hanger Products, Inc. - 300 Series Iron Pipe Swivel Ring Page 1 of 2
Globe Pipe Hanger Products, Inc.
14601 Industrial Pkwy
Cleveland, OH, 44135, US
, Phone 216.362.6300
Toll-free� (800) 338-3555
Email: sales@globepipehanger com
Website: http://www.globepipehanger.com
All Catepories > Series 300 Swivel Rinqs > 300 Series lron Pipe Swivel Rinq > View (tems
300 Series Iron Pipe Swivel Ring
Check up to five results to perform an action.
SIZE RANGE:
1/2" through 8' pipe sizes
MATERIAL:
Pre-galvanized Carbon Steel with a Zinc Electroplate insert nut
FINISH:
Pre-Galvanized.
ORDERING:
Specify rod size; finish; and model number and pipe size.
APPROVALS:
UL Listing and FM Approved. Complies with Federal Specification WW-H-171 E(Type 10) and A-A-1192A (Type
10) and Manufacturers Standardization Society SP- 69 (Type 10) and NFPA standards for reduced rod sizes.
FUNCTION:
Design and recommended for the suspension of non-insulated stationary pipe lines. The hanger maybe installed
prior to the erection of piping and also allows for vertical adjustment after installation.
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Results 1- 13 of 13 1
Item # Pipe Size A B C D E Max. Recommended
Load
300 - 1�2 inches 3�$ 2 ��2 � 1�2 3 inches � 1 � 8 400 Ibs
204 inches inches inches inches
300 - 3,�4 inches 3�8 2 5/8 1 3/4 3 1/8 � 1�$ 400 Ibs
206 inches inches inches inches inches
300 - � inches 3/8 2 3/4 1 7/8 3 3/8 � 1�8 400 Ibs
210 inches inches inches inches inches
300 - 1 1/4 3/8 2 7/8 2 1/8 3 3/4 1 1�8 400 Ibs
212 inches inches inches inches inches inches
http://globepipehanger.thomasnet.com/printitems/series-300-swivel-rings/300-series-iron-p... 5/20/2010
Globe Pipe Hanger Products, Inc. - 300 Series Iron Pipe Swivel Ring Page 2 of 2
300 - 1 1/2 3/8 2 �� 4 1 1 � $ 400 Ibs
214 inches inches 3 inches inches 4 inches inches
300 - 2 inches 3�$ 3 3/8 2 1/2 4 5�$ 1 1 � 8 400 Ibs
22p inches inches inches inches inches
300 - 2 1�2 1�2 4 inches 3��8 5 ��2 1 3�$ 6001bs
224 inches inches inches inches inches
300 - 3 inches 1�2 4 5/8 3 5/8 6 3/8 1 5�$ 600 Ibs
230 inches inches inches inches inches
300 - 3 112 1/2 � 3/4 600 Ibs
234 inches inches 5 inches 4 inches 7 inches inches
300 - 4 inches 5�8 5 1/4 4 1!8 7 1�2 1 5�$ 1000 Ibs
240 inches inches inches inches inches
8 3/4 1��$ 1000 Ibs
30 O- � inches inc es 6 inches 5 inches inches inches
10 3/8 2 1�8 1250 Ibs
30�0 - 6 inches inches � inches 6 inches inches inches
300 - 7/8 8 1/4 7 1/8 12 5/8 2 3/8 1250 Ibs
280 $ inches inches inches inches inches inches
— �
Results 1- 13 of 13
iiiiYi :•
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Globe Pipe Hanger Products, Inc. - Item # 715 - 103 - X, 715 Series Threaded Rod Page 1 of 1
.
Globe Pipe Hanger Products, Inc.
14601 Industrial Pkwy
Cleveland, OH, 44135, US
, Phone• 216.362.6300
Toll-free• (800) 338-3555
Email: sales@globepipehanger.com
Website http.//www.globepipehanger.com
------ - ---- - - - - ---- --- — - - - ----- ------ -----
All Cateaories > Series 700 Split Rings & PAisc. > Threaded > 715 Series Threaded Rod > Item # 715 - 103 - X
Item # 715 - 103 - X, 715 Series Threaded Rod
� 715 Series Threaded Rod
h s I � MATERIAL:
�,�',��� dt�g�a Carbon steel , continuous thread.
� FINISH:
larqer imaae Black.
ORDERING:
Specify rod size, length, finish, figure number
ALSO AVAILABLE IN:
Electro-piated Zinc.
Specifications
Material ? Carbon Steel
Finish B�ack
Electro-Plated Zinc
Rod Size 3/8 inches
Approx. Weight per 100 (pcs.) 30 Ibs
Max. Recommended Load 610 Ibs
��
htt p :// g lob epipehanger.thomasnet.com/printitem/all-categories/715-series-threaded-rod/71... 5/20/2010
GUARDIAN
FIREEQUIPMENT DETAIL AND SUBMITTAL SHEET
MIAMI, FL
Ph. 800.327 6584 • Fax 800.827.3869
• • � � ' ' � ` � � � � �
Project/Location: Date:
Architect/Engineer: �
Contractor:
C�Appropriate Selection
Storz Connections - Used as auxiliary connections through which the Straight Pattern 30° Angle Pattern
fire department can pump water fo supplement existing water supplies
Straight and 30° Angle Pattern Adapters - Locking Storz inlet x Female
NPT outlet, forged aluminum with powder coat finish.
Optiona/ Components
• Identification piate - refer to 6400 Series
• Storz caps - refer below
Free-Standing Type - Straight pattern Storz adapter with Storz cap 6614-6619 ss2a
forged a{uminum with powder coat finish and galvanized steel elbow Free-Standing Type
Components
• Brass identification plate lettered as required and 18" high cover sieeve
• Rough chrome plated* finish
.
..• . ..- .
❑ 6614 ❑ 6624 ❑ 6634* 4" NPT x 4" Storz
❑ 6615 � 6625 ❑ 6635' 4" NPT x 5" Storz
❑ 6616 ❑ 6626 ❑ 6636* 4" NPT x 6" Storz 6634-663s
❑ 6617 ❑ 6627 ❑ 6637' 6" NPT x 4" Storz Storz Cap
❑ 6618 ❑ 6628 ❑ 6638` 6" N PT x 5" Storz
Identification Piate Lettering (Modeis 6634 - 6639)
❑AUTO SPKR ❑ STANDPIPE ❑AUTO SPKR 8 STANDPIPE
*Optional Finish: �-D Polished chrome plated
Storz Caps - Blind cap with securing wire or chain, forged aluminum with
powder coat finish
..• .
� � � _ � � ssaa-ssas
❑ 6644 4" Storz ❑ 6646 6" Storz Dry Hydrant Hydrant Cap
[�'&645 5" Storz =�� `�"�"^�• �
�
�
Drv Hydrants - Provides a fire water supply in rural settings where �
pressurized water systems are insufficient or unavailable Assemblies include ,
hose thread adapter and strainer constructed of hard-coated aluminum and j �
schedule 40 PVC 5" 90° elbow Caps (optional) are hard-coated aluminum .� -'�
��. � . , +• 6664-6667 6674-6676
❑ 6664 6" PVC x 4'/z" male NST ❑6674 4'/z' NST Strainer
❑ 6665 6" PVC x 5" male NST ❑ 6675 5" NST
❑6667 6" PVC x 6" male NST ❑6676 6" NST
PVC Suction Strainer ��---�-�- - -�• -�°-y -----�-
..- . •
❑ 6686 6" Horizontal ❑ 6688 6" Vertical (Barrel)
❑6687 8" Horizontal ❑6689 8" Vertical (Barrel) 6686/6687
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JERRY . B R17, 4b848200011999
RHEUMATOLOGY SUITE
38051 MARKET SQUARE 2ND FLOOR
l � ZEPHYRHILLS, FLORIDA
I Contractor:
RODAN FIRE SPRINKLERS, INC.
2501 N. 70th STREET
TAMPA, FLORIDA 33619
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Drawing FIRE PROTECTION
Title
Revisions:
Contract No. S0060397
Drawn By RAH
Scale
Date
1/8" =1' -0
5 -13 -11
Approval By DB
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Number of Sprinklers
Total This Sheet el 1 Total This Job el
Date: Symbol Description
1 *J (1/2', 05.6) GLOBE GL OR 155' CH REC PEND CH ESCH GL5601
Symbols
Symbol
Description
Q
Hydraulic Reference Points
[,a et]
Elev, Below Togs of Steel
e -67
Elev. Above Finished Floor
+ (TOS 20 -0)
Elev. of Top of Steel
Ceiling Height
--7Z--
I Denotes Hanger Location
®
1 Rise up or down
General Notes
1. All Pipe Locations are to be Field Measured Prior to Fabrication
and Installation by Sprinkler Contractor.
2. All Dimensions Shown are Center to Center,
3. High Temperature Heads are to be Field Located Where Required,
4. All Pipes and Hangers are to be Installed per NFPA #13.
5. Hangers are to be U.L. Listed and F.M. Approved.
P.E. SIGN AND SEAL
J ME i OU'rITI S #3791
ltx 352 -588 1
29775 BAYHEAD FID.
DADS CI"T"Y, FL 33523
THE OWNER IS RESPONSIBLE
FOR MAINTAINING THE PROPER
OPERATING CONDITION OF HIS/
HER SYSTEM(S) AND DEVICES.
HE / SHE IS RESPONSIBLE FOR
PROVIDING ADEQUATE HEAT TO
PROTECT WET SYSTEMS & DRY
PIPE VALVES FROM FREEZING.