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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 ��� � ��/ , 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 d� � d' RODAN FIRE SPRINKLERS, INC p 2501 N. 70TH STREET , � TAMPA, FL 33619 813-621-1357 � 7 � ,9 I ? 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 r � M �t V N tn N�; �O N � � OM � N M �� f0 N ' � � N .� • N N � ��"� N CLLa,.- C� C '� � � U � � � � (0 N N� � N � � � � y N T �QD T� W fn (n �'"' (n � i i i� N i N ��NN O OM (�p �00�22�CA E a� 0 � � 0 M O O � � � � 2 Z � � r v c � O O •- � � �- � 0 � U C � V 11') � N � � (� � a— U � c T 2 � Z � O m � °' 0 � o � o � o a � � 0 U � o 0 f�N� � U ��� Z � .-� � U � � � `. � ��n3 0 a> W � � —° c � Y �a� � z ?�d co m U �?� ° '�vv o >' �� ���� p ° Q w � �cn�� � o � � Q �UUU � > N i Z� > O O O O O O � � W ' � � � � �-�- � � 0�0 � Cfl l� � � N � � l!) > � � U � � W cn cA � � W Flow Diagram RO�DAN FIRE SPRINKLERS, INC Page 3 RHEUMATOLOGY Date 5-13-11 149 1AF-1 T I �4 9 . ia.� 2A E- 2 149 2B F- 2 163 3A �- 3_ 16.8 5A F5 _� � 33.2 16.� BA E- 8 T � 49 8 18.� 7A � 7 20.2 8A �- 8 16 1 9A � 9 T � 16.1 17 � lOAr- 10 T � 33 19� 11A F 11 149 1 F- 2 F- M1 44 6 16.3 33.2 68 3 �- 4 c- 5 �- 6 F- 7 F M1 163 498 20.2 8 r- M2 '16.1 52.6 9 F 10 E- 11 F- M3 33 ? T � 52.� 185 4 112.6 � 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 � � o V � M N .-- N OCOe-�(O � � e p� .- � O O O O O M N O� � �� � 'Cf lf7 � � OVO�i�� Cn +-�. f0 N a � co o��o ovaoaov � O M � 1 � M N s-I��Of� NN(DCON ' O � N � O N � N � � N NOO�tnOD r � 00 .- e V M � p M O CO � .�- M M� .�- (a � _ � Q1�NN� Z � f0 L � �ONOO - p > C > � � � M OOO.-�a0 N O CD � 7 M � I� .- � I� O � \ � N V N I�CO��(p C U N N '- O � N ��.-� � � 2 \ � O ��00 V tq � L � \ � O t'7 I� cp M C O C � a � N N 7 O N � A� N � O�' p Q � � c � U e p Q n O N�� N — y N.� C � N � O U � O N V M N � L,L �� U � Z > � fB � > � > Y � LLl f0 N U � Z � w o, � cn � � a � � � �3 r o -� �j m -o cn 1- � � w O � V � �V p �V � � � � � � - O E C� C� C � C t/1 � � � �"' � f0 N � d � N �•C �� � Z � � Z � � � � � � � � ' � N Q� Q W � � � � � = N = 02 �� '� ��pa��i LL �� i�¢ mwcn�r� � D.��a 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 --- - - +- o --H _ _ — . t { —� o �...� _ —•� G � +— r i-- y � — ' �' - S c� f"'� .' Ay�;� r—• ` - - - larqer imaqe 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. A � 7N'� �17.E . E3 E � � C � a t . , , . ....1.... _ � 1 .s*� • � - larqer imaqe laraer imape 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 :• http://globepipehanger.thomasnet.com/pnntitems/series-300-s �vivel-rin�s/300-series-iron 5/20/2010 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 C:) 1,0 00 V 0 U1 4% W N v - Tj r — (n v v v v v v D D n D D x �� r r z r r x r r yr r N N r r D MO "D -I z -iv�v� o�' Q C:m s C L G A- r- D p 0 -U -AM Z° H M FT1 f''1 D T { l W ° D r D0 Z H 3� r �Hrnm �Zrl-i r-1 n W N n n D N r Z Z z (� 3 0 -0 �`L �v' -n n � O r M ti rTl D H C z Z X z 3> -0 d D = d Wr��- �v�� p I �aW =� z �zz pc) r rn-<M nz v ° r�co �DD� V (� W W D N O f�l Z n tj p H Dc O n L C D d D b -{ � C N o o z ri z A p Z tj < c z pm r N --I -� D M X M Z � Z tj ` 3 N `N D D O (( - '7� - � � H I 1 W -0 Iv M bd F- Norl 1 , ED 10 D zo tJ �Q M F C3 d C W n O 3 x p o0 C3 D M -i y m I^ ti m V / H Z < pM z Z::C A r -rM y Z d � D n H z H ° D Z 07 Fl V) z M r X e1(�) H z Z M x S � D i M C D D ri X 1 x ; C-) P ri � FTI ED 7� M f m r T o A D + N z X 8 d A z M r X e1(�) H z Z M x n i P :o M M x D t x 1 x ; Ceiling Height ri � FTI ED I f(1 f m r T o A D + N z n ri ° z r D � Z -A � r D Z D� Z D x N tzi 3> D d L v x A 8 rri rri z p 9 r Z C1 N O < Iz rn z N b I r X e1(�) �Ov ::1 n z 0 M M x c d "M x z M P :o M M x Z N y Ceiling Height D N n .r. 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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 b 1 g ii S Y � to Z I 1� C� Drawing FIRE PROTECTION Title Revisions: Contract No. S0060397 Drawn By RAH Scale Date 1/8" =1' -0 5 -13 -11 Approval By DB U -�" X', V a 0) -� d= O < m H d F M �U z X z D n C X rTl �u r fTl D fTl � z -� p D Frl 1 ,- moo Gl D Ul -' d t � 1 D n /U n D D N C D rro ;�u D d —i W M C:) D Iv O ' H ro 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.