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Home My WebLink About25 GERBER RD RECEIVED SITE COMPLIANCE CHECKLIST NOV 0 5 2009 TOWN OF SOUTH WINDSOR, CONNECTICUT ***** FOR C OF O SOUTH 117NDSOR �D �NINGOEPT. / c ADDRESS '� 6'r(ber / c G S LOT/UNIT# Reviewed b �D / y (Engineering) CONTACT/DEV- Le7'�Q 4 v\ Date Reviewed s o prov�Denied PH# .2 a 9 7 Reviewed by (Planni Date Submitted / y, v Date Reviewed Date Reviewed Approved/Denied (Health) As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work; i.e.trees,shrubs, dumpsters, required panting - ' 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone d. water e. other r S. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS:- /-aisr�`'Yi Xta:..0 �.e�L"c6rcf� �1aL1 �cxP S s/engineering/molloy/site compliance cheddist �� 5 (�e+'hc�' �� y � �_ �, ^ , C �ji � _ y lll/ \`\ � � .� ' `'' �� , Contractor's Material & Test Certificate for Underground Piping F Additional copies of this form are available to insureds from: Customer Services,Factory Mutual,1151 Boston Providence Turnpike,P.O.Box 910$Norwood,MA 02062 Procedure:Upon completion of work,Inspection and tests shall be made by the contractor's representative and witnessed by an owners representative.All defects shall be corrected and system left In service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authorities,owners and contractor. It is understood the owners representatives signature in no way prejudices any claim against the contractor for faulty material,poor workmanship or failure to comply with approving authority's requirements or local ordinances. Property I.D. Property Name: Date: Property Location: Z$" e C 7- Plans: Accepted By ApprovingAuthorttys Name(s) Address: Installation Conforms to Plana Yea No Equipment Used is Approved(If no,state deviations):❑Yes ❑No Instructions: Has person In charge of fire equipment been Instructed as to the location of control Ll Yes No valves and the care and maintenance of this new equipment? If no,explain: Have copies of appropriate instructions and care and maintenance charts been left on premises? Yes 0 No If no,explain: Location: Supplies Buildings: a owe a onr.w Underground Pipes and Joints Pipe ypea�Class: Type of Joint c.c c r• st! SZ 7 �oh Pipe Conforms to Aww Standard. es No Fittings Conform to A W W A Standard. es ❑No If No,Explain: Joints needing anchorage clamped,strapped,or blocked In accordance with AWWi¢ standard. Li Yes ❑No If no explain: Test Description: Flushing:Flow the required rate until water Is clear as Indicated by no collection of foreign material In burlap bags at outlets such as hydrants and blow-offs.Flush at flows not less than 390 GPM(1476 Umin)for 4 inch pipe,880 GPM(3331 Umin)for 6 inch pipe, 1560 GPM(5905 Lhnin)for 8 Inch pipe,2440 GPM(9235 Lhmin)for 10 inch pipe.When supply cannot produce stipulated flow rates, obtain maximum available. Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.8 bars)for two hours or 50 psi(3.4 bars)above static pressure In excess of 150 psi(10.3 bars)for two hours. Leakage:New pipe laid with rubber gasketed joints shall,if the workmanship Is satisfactory,have little or no leakage at the joints.The amount of leakage at the Joints shall not exceed 2 qts.Per hr.(1.89 Uh)per 100 joints irrespective of pipe diameter.The leakage shalt be distributed over all the joints if such leakage occurs at a few)oints,the installation shall be considered unsatisfactory and necessary repairs made.The amount of allowable leakage specified above may be Increased by 1 fl.Oz.Per inch valve diameter per hour (30 mLl25mmth)for each metal seated valve isolating the test section.If dry barrel hydrants are tested with the main valve open,so the hydrants are under pressure,an additional 5 Oz.Per Min.(150 mUm1n)leakage Is permitted for each hydrant. Continued X858(4101)ENGINEERING ' J ° Contractor's Material & Test Certificate for Underground Piping Flushing Tests: New Underground Piping flushed according toA/FPq standard. 1 Yes No By/�/7 /C>/��G company.(f'p/y.¢lG �U7`- /p.��'d, If no,explain: How was flushing obtained? UPublic Water C1 Tank or Reservoir Ej Fire Pump Through what type of o nin 7 &Mydrent Butt. Dopen Pipe Lead-ins flushed according to standard. ❑Yes ❑No By: company. If no,explain: How was flushing obtained? Cl Public Water 0 Tank or Reservoir El Fire Pump Through what of opening? ❑Open Pipe 0 Y Conn.To Flange or Spigot Hydrostatic Testing Equipment operates properly? Yes 0 No If no,reason: Drain Test T Reading of gage located near water supply test pipe: t O Residual pressure with valve in test pipe wide ? psi. All new underground piping hydrostatically tested at J is Covered? 1.0 0 psi for 'Z hrs. M Yes ❑No Leakage Test: Total amount of leakage measured: 0, bP Gals. Z Hrs, Allowable leakage 3, (, Gals. Z Hrs. Hydrants: Number Installed: s Type and Make: c.c r S All operate 58t13f8ctori as No Control Valves: Water Control Valves Left Wide Open? U Yes 0 No If no,state reason: H e threads of Fire Department connections and hydrants interchangeable with those of Fire Department answering alarm? RYes No / q Remark Hs: d'°u� �''c T �. T/�11 Co n.t e i�,1 f/ /n c, T Ii n 61c 11 tizts gLvst%k-k 9/i/�p9. lv�iic[yye� �/ Fre NIi..S4.. Signatures: / Name of Installing Contractor. For Property Owner(Signed): Tide: Date: For Installing Contractor(Signed): Title Date: Additional Explanation and Notes: X85B(4/01)ENGINEERING i r i FIRE ALARM SYSTEM RECORD OF COMPLETION To be completed by the system Installation contractor at the time of system acceptance and approval. 1. PROTECTED PROPERTY INFORMATION Name of property: At It Cre&r� 1FA& y Address: ZS 'Roma , o r t C"T CSG0-7 Description of property: L;;v t Ka Occupancy type: tt1 vtir-ta Name of property re res ntative y 1-4 , l v V i PI-b J W � Y$10nv eh Address: X2 N ive. �� vin tk kkr t Phone: "0 Z50 Zf 77 Fax: E-mail: Grou y t eu'`�L' ,� .. ,:P— vim+ 'ee� Authority having jurisdiction over this property: ky"Moh Lot Ve C 1,t8,40 nty�, irl0J1.0 ��L'kA Phone: 6-4,0 6 7 M0 2-0 Fax:kk b 6 7 7 6 J If E-mail: h w1 n4,u It OC —rev I 2. FIRE ALARM SYSTEM INSTALLATION,SERVICE,AND TESTING INFORMATION Installation contractor for this equipment: , W«f(-t L Address: 6 rt ee M zAc,esfc_,-t L? 060,40 Phone: C/f/u ( Fax: E-mail: Service organization for this equipment: S t'mpI G-* %Kc—I Address: Bo , u H ce 5 L,� E 465gxf Rn-00-t A L't 6 LdZ3 Phone: F(vo —V 38 ^3 zoo Fax: 61ro,0—y 313—3 Z E-mail: Location of as-built drawings: Location of historical test reports: Location of system operation and maintenance manuals: A contract for test and inspection in accordance with NFPA standards is in effect as of Contracted testing company: Address: Phone: Fax: E-mail: Contract expires: Contract number: Frequency of routine inspections: 3.TYPE OF FIRE ALARM SYSTEM OR SERVICE NFPA 72 Chapter Reference of System Type: Name of organization r c iving alarm signals with phone numbers(if applicable): Alarm: e- �.~� (Ot- at Phone: Supervisory: (0 h ag,N Phone: Trouble: awl (tv to c Phone: Entity to which alarms are retransmitted: toM, 10 h Phone: Method of retransmission of alarms to that organization or location: Reprinted with permission from NFPA 72,National Fire Alarm Code®,Copyright C2002,National Fire Protection Association,Quincy,MA 02169.This reprinted material is not the complete and official position of the National Fire Protection Association on the referenced subject which Is represented only by the standard in its entirety. 0 2007 National Fire Protection Association SG24-2-014 Rev.(10107)(p.1 of 5) ✓ NATIONAL FIRE ALARM CODE 3.TYPE OF FIRE ALARM SYSTEM OR SERVICE continued If Chapter 8,note the means of transmission from the protected premises to the central station: O Digital alarm communicator ❑McCulloh O Multiplex ❑2-way radio ❑ 1-way radio ❑N/A If Chapter 9,note the type of connection: ❑Local energy ❑ Shunt 0 N/A 3.1 System Software nn Operating system(executive)software revision level: V 5 /�G✓ _ Site-specific software revision date: Revision completed by: S J 4. SIGNALING LINE CIRCUITS Characteristics of signaling line circuits connected to this system(see NFPA 72, Table 6.6.1): Quantity: Z Style: Class: / 5.ALARM-INITIATING DEVICES AND CIRCUITS Characteristics of initiating device circuits connected to this system(see NFPA 72, Table 6.5): Quantity: I— "VM 5 Style: Class: 5.1 Manual Initiating devices /d 5.1.1 Manual Pull Stations Number of manual pull stations: Type of devices: O Addressable O Conventional ❑Coded El Transmitter C'KN/A 5.2 Automatic Initiating Devices 5.2.1 Area Smoke Detectors Number of smoke detectors: Type of coverage: 0 Complete area ❑ Partial area ❑Nonrequired partial area ErN/A Type of devices: O Addressable 0 Conventional ❑Coded O Transmitter C-f N/A Type of smoke detector sensing technology: 0 Ionization ❑Photoelectric 5.2.2 Duct Smoke Detectors Number of duct smoke detectors: Type of coverage: Type of devices: ❑Addressable 0 Conventional O Coded 0 Transmitter ❑N/A Type of smoke detector sensing technology: ❑Ionization ❑Photoelectric 5.2.3 Heat Detectors Number of heat detectors: N Type of coverage: O Complete area 0 Partial area ❑Nonrequired partial area ❑N/A Type of devices: ❑ Addressable O Conventional ❑ Coded ❑Transmitter O N/A 5.2.4 Sprinkler Waterflow Detectors Number of waterflow detectors: / Type of devices: O Addressable O'Conventional O Coded ❑Transmitter ❑N/A 5.2.5 Alarm Verification Number of devices subject to alarm verification: Alarm verification on this system is: 0 Enabled ❑Disabled ❑Set for seconds Reprinted with permission from NFPA 72,National Fire Alarm Code®,Copyright C2002,National Fire Protection Association,Quincy,MA 02169.This reprinted material is not the complete and official position of the National Fire Protection Association on the referenced subject which is represented only by the standard in its entirety. ®2007 National Fire Protection Association SG24-2-014 Rev.(10/07)(p.2 of 5) y FUNDAMENTALS OF FIRE ALARM SYSTEMS 6.SUPERVISORY SIGNAL-INITIATING DEVICES AND CIRCUITS 6.1 Sprinkler System Number of valve supervisory switches: Z Type of devices: ❑Addressable econventional ❑Coded ❑Transmitter ❑N/A 6.2 Fire Pump Type of fire pump: ❑ Electrical O Diesel Type of pump supervisory devices: ❑Addressable ❑Conventional ❑Coded O Transmitter qPN/A Fire Pump Functions Supervised O Fire pump power ❑ Fire pump running ❑Fire pump phase reversal ❑ Selector switch not in auto ❑ Engine or control panel trouble ❑ Low fuel Other: 6.3 Engine-Driven Generator r Type of generator supervisory devices: ❑Addressable ❑Conventional ❑Coded ❑Transmitter C1i N/A ❑ Engine or control panel trouble ❑Generator running ❑Selector switch not in auto ❑Low fuel Other: 7.ANNUNCIATORS 7.1 Annunciator 1 ❑Local ❑Remote Type: O Addressable ❑Directory O Graphic *N/A Location: 7.2 Annunciator 2 O Local ❑ Remote Type: O Addressable ❑Directory ❑Graphic N/A Location: 7.3 Annunciator 3 O Local ❑ Remote Type: O Addressable ❑ Directory ❑Graphic 11 N/A Location: 8.ALARM NOTIFICATION DEVICES AND CIRCUITS 8.1 Emergency Voice Alarm Service Number of single voice alarm channels: Number of multiple voice alarm channels: Number of speakers: Number of speaker zones: 8.2 Telephone Jacks Number of telephone jacks installed: Number of telephone handsets stored on site: Type of telephone system installed: ❑Electrically powered O Sound powered ❑N/A 8.3 Nonvoice Audible System Characteristics of notification device circuits connected to this system(see NFPA 72, Table 6.5).A Quantity: / Style: Class. Reprinted with permission from NFPA 72,National Fire Alarm Code®,Copyright©2002,National Fire Protection Association,Quincy,MA 02169.This reprinted material is not the complete and official position of the National Fire Protection Association on the referenced subject which Is represented only by the standard in Its entirety. 0 2007 National Fire Protection Association 'SG24-2-014 Rev.(10/07)(p.3 of 5) NATIONAL FIRE ALARM CODE 8.ALARM NOTIFICATION DEVICES AND CIRCUITS (continued) 8.4 Types and Quantities of Nonvoice Notification Appliances In led Bells: With visual device Horns: With visual device: Chimes: With visual device Bells: With visual device: Visual devices without audible devices: Other(describe): 9. EMERGENCY CONTROL FUNCTIONS ACTIVATED ❑ Hold-open door releasing devices ❑Smoke management or smoke control ❑ Door unlocking ❑Elevator recall ❑Other 0. SYSTEM POWER SUPPLY 10.1 Primary Power Nominal voltage Amps Overcurrent protection: Type Amps Location(of primary supply panelboard): Disconnecting means location: 10.2 Secondary Power Location:_,&L Type: Nominal voltage: 2�y�'�LCurrent rating: Number of standby batteries: A p hour rating: Location of emergency generator: Location of fuel storage: Calculated capacity of secondary power to drive the system In standby mode: In alarm mode: 1. RECORD OF SYSTEM INSTALLATION Fill out after all installation is complete and wiring has been checked for opens,shorts, ground faults, and improper branching, but before conducting operational acceptance tests. The system has been installed in accordance with the following NFPA standards:(Note any or all that apply.) E'>'NFPA 72 W 1QFPA 70,National Electrical Code, Article 760 Bl anufacturer's published instructions ❑Other(please specify): System dev' ns fro renced NFPA standazds: Signed. Organiza on. , ��et^�'rtc Tit1e:G,2 ` -leer%��•ti Phone: 2. RECORD OF SYSTEM OPERATION All operational features and functions of this system were tested by or in the presence of the signer shown below,on the date shown below,and were found to be operating properly in accordance with the requirements of: TN'FPA 72 ❑NFPA 70,National Electrical Code, Article 760 t7 Manufacturer's published instructions ❑Other(please specify): ❑ Docume ion in a or a with Inspection and Testing Form Figure 10.6.2.3)is attached Signed: Printed name: i4 6�,^,40 Date: Organization: MP�t+c�rr• G� Title: `�-i' / Phone: Sf�y Reprinted with permission from NFPA 72,National Fire Alarm Code®,Copyright©2002,National Fire Protection Association,Quincy,MA 02169.This reprinted material is not the complete and official position of the National Fire Protection Association on the referenced subject which is represented only by the standard in its entirety. ®2007 National Fire Protection Association SG24-2-014 Rev.(10/07)(p.4 of 5) FUNDAMENTALS OF FIRE ALARM SYSTEMS 3. CERTIFICATIONS AND APPROVALS 13.1 System Installation Contractor This syste peciffed h n has been installed and tested according to all NFPA standards cited herein. Signe ` _ Printed name: 1""A" !ho•v�SM-Date: Organiz on 3 r C ,rt C Title: 47.2- Lllta4c-co , -, Phone: 13.2 System Service Contractor This syste as speci ted ein has been installed and tested according to all NFPA standards cited herein / Signed• v Printed name: K!1! #4 Cr�ey Date: �� /O Organization: Sl!m a� •401 e- Title: Sy TG C 41Pt°f Phone: 13.3 Central Station This system as specified herein will be monitored according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 13.4 Property Representative I accept this yste �s ing been installed and tested to its specifications q an¢all NFPA standards hed he ein. Signed: '1+ Printed name: h ey W� It a 'L(a Date: Organization:M e-f-y f b N9f,u Title: ad idr(/ (�d fast t''�Phone: �0-6 y 13.5 Authority Having Jurisdiction I have witnessed a satisfactory acceptance test of this system and find it to be installed and operating properly in accordance with its approved plans and specifications, its approved sequence of operations,and with all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: Reprinted with permission from NFPA 72,National Fire Alarm Code®,Copyright®2002,National Fire Protection Association,Quincy,MA 02169.This reprinted material is not the complete and official position of the National Fire Protection Association on the referenced subject which is represented only by the standard in its entirety. 0 2007 National Fire Protection Association SG24-2-014 Rev.(10/07)(p.5 of 5) A S/mp/exQ�ane// NOTICE OF COMPLETION AND DISTRICT: SimplexGrinnell-Hartford ACCEPTANCE ADDRESS: 80 Clark Dr,Unit 5D,East Berlin,CT 06023 PHONE: 1-860438-3200 FAx: 1-860-438-3251 PROJECT NAME&ADDRESS: ARCHITECT: Hillcres4 Bldg 4 25 Gerber Road South Windsor,CT 06074 OWNERS NAME&ADDRESS: ENGINEER: COPIES TO: SG DISTRICT NO.: SG CONTRACT NO.: 129 942392301 ARCHITECT Q CONTRACTOR SO CONTRACT WITH: ENGINEER aX PROJECT MGR J Electric 8 Sanrico Dr CONSTRUCTION MGR. OTHER: Manchester,CT 06040 DESCRIPTION OF COMPLETION A factory trained technical representative of SimplexGrinnell(SG)has tested and certified that all equipment provided under this contract is in proper operating condition. The date of final inspection was The owner or an authorized representative has reviewed and confirmed the functionality of the system and that it meets the requirements as set forth in the contract documents. WARRANTY INFORMATION The contract specification requires a 1 year warranty period for: Labor. �X Material: aX yes no yes no Full service during warranty period,including preventative maintenance: ❑X yes no Full service contract after the warranty period specified,and included in ElM the original installation contract: yes no Number of Years PUNCH LIST ITEMS A list of exceptions agreed upon by SG and the owner or an authorized representative is as follows. All items will be completed within days from the date of acceptance,unless noted. N/A ACCEPTANCE SIGNATURES Owners RRepresentative Position Date yu a�� Project Manager Po ition Date - (' ,� . L�.2 — 1��."Ir/cif . J— S—'jy utruction na r Position Date n � c�Y 7`toc� men i S o SimplexGrinnell Representative Position Date ' f �Q 9 OG �O sy UC.No. _ _ _ Fire Protection by Computer Design r Of s. ALLSTATE FIRE SPRINKLER INC. A CINTAS FIRE PROTECTION CO. 92 WESTON ST. HARTFORD, C. 06120 860-246-7711 Job Name HILLCREST Building Location GERBER ROAD SOUTH WINDSOR CT. System 1 Contract 5688 Data File 8889FP1.wx1 Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 ALLSTATE FIRE SPRINKLER INC. Page 1 HILLCREST Date 060308 HYDRAULIC DESIGN INFORMATION SHEET Name - HILLCREST Date - 03/03/09 Location - GERBER ROAD SOUTH WINDSOR CT. Building - System No - 1 Contractor - ALLSTATE FIRE SPRINKLER Contract No - 5688 Calculated By - PAUL FORAUER Drawing No - FP-1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )l ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 14 5 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make TYCO Model FLII I Elevation at Highest Outlet - 1812 Feet Size 1/2" K-Factor 4 2 G Note Temperature Rating 155 DEG N Calculation Gpm Required 67 824 Psi Required 80 893 At Test Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test Pump Data: Tank or Reservoir A Date of Test - 1997 Rated Cap Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 132 Elev. R Residual (Psi) - 108 Other Well Flow (Gpm) - 2600 Proof Flow Gpm S Elevation - 0 P Location: KELLY ROAD P L Source of Information: CT WATER RECORDS Y Comauter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) ALLSTATE FIRE SPRINKLER INC. Page 2 HILLCREST Date 060308 City Water Supply: Demand: C1 - Static Pressure 132 D1 - Elevation 7.868 C2 - Residual Pressure: 108 D2 - System Flow 67.8235 C2 - Residual Flow 2600 D2 - S stem Pressure 80.893 Hose Adj City ) Hose Demand ) D3 -System Demand ET82UF Safety Margin 51.079 150 140 C1 130 p 120 R 110 E 100 S 90 D2 S 80 U 70 R 60 E 50 40 30 20 10 D1 . L- f. . . . . . . . . I . . . . . . . . . . . . . 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary ALLSTATE FIRE SPRINKLER INC. Page 3 HILLCREST Date 060308 Fitting Legend Abbrev. Name '/ % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bb B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD ALLSTATE FIRE SPRINKLER INC. Page 4 HILLCREST Date 060308 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 10 18.167 4.2 14.5 na 15.99 0.05 209 14.5 8 18.167 4.2 14.5 na 15.99 0.05 181 14.5 9 18.167 15.16 na 7 18.167 4.2 17.85 na 17.75 0.05 208 14.5 1 18.167 4.2 18.55 na 18.09 0.05 80 14.5 2 9.167 24.83 na 3 9.167 24.89 na 4 9.167 24.89 na 5 9.167 36.34 na TOR 9.167 67.46 na BOR 2.167 72.6 na R1 2.167 79.85 na UG1 1.0 80.36 na UG2 -5.0 82.98 na UG3 -5.0 83.02 na TEST 0.0 80.89 na The maximum velocity is 10.85 and it occurs in the pipe between nodes 4 and 5 Computer Proqrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 .� Final Calculations - Hazen-Williams ALLSTATE FIRE SPRINKLER INC. Page 5 HILLCREST Date 060308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftn9's Pe Pv `**`**" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 15.99 1.101 1 E 3.825 1.370 14.500 K Factor=4.20 to 150 1 T 9.563 13.387 0.0 9 15.99 0.0450 0.0 14.757 0.664 Vel = 5.39 0.0 15.99 15.164 K Factor= 4.11 8 15.99 1.101 1 E 3.825 1.370 14.500 K Factor=4.20 to 150 1 T 9.563 13.387 0.0 9 15.99 0.0450 0.0 14.757 0.664 Vel = 5.39 9 16.00 1.101 1 E 3.825 13.000 15.164 to 150 2T 19.125 22.951 3.898 4 31.99 0.1622 0.0 35.951 5.831 Vel = 10.78 0.0 31.99 24.893 K Factor= 6.41 7 17.75 1.101 3E 11.475 27.000 17.854 K Factor=4.20 to 150 2T 19.125 30.601 3.898 4 17.75 0.0545 0.0 57.601 3.141 Vel = 5.98 0.0 17.75 24.893 K Factor= 3.56 1 18.09 1.101 3E 11.475 21.000 18.553 K Factor=4.20 to 150 1 T 9.563 21.037 3.898 2 18.09 0.0565 0.0 42.037 2.376 Vel = 6.10 2 0.0 1.598 0.0 6.620 24.827 to 150 0.0 0.0 0.0 3 18.09 0.0092 0.0 6.620 0.061 Vel = 2.89 3 0.0 1.598 0.0 0.580 24.888 to 150 0.0 0.0 0.0 4 18.09 0.0086 0.0 0.580 0.005 Vel = 2.89 4 49.73 1.598 4E 23.312 84.500 24.893 to 150 0.0 23.312 0.0 5 67.82 0.1062 0.0 107.812 11.447 Vel = 10.85 5 0.0 1.598 3E 17.484 217.333 36.340 to 150 5T 58.28 75.764 0.0 TOR 67.82 0.1062 0.0 293.097 31.118 Vel = 10.85 TOR 0.0 1.682 1 E 4.95 7.000 67.458 to 120 1 Z 4.95 9.900 3.032 BOR 67.82 0.1250 0.0 16.900 2.112 Vel = 9.79 BOR 0.0 1.682 1 E 4.95 2.830 72.602 to 120 213b 6.187 11.137 5.500 * Fixed loss = 5.5 R1 67.82 0.1250 0.0 13.967 1.746 Vel = 9.79 _ R1 0.0 4.26 0.0 1.167 79.848 to 120 0.0 0.0 0.505 UG1 67.82 0.0017 0.0 1.167 0.002 Vel = 1.53 Computer Proarams by Hvdratec Inc_ Rnute I I I Windham N H URA mnR7 Final Calculations - Standard ALLSTATE FIRE SPRINKLER INC. Page 6 HILLCREST Date 060308 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn LIG1 0.0 4.1 1E 14.534 6.000 80.355 to 140 0.0 14.534 2.599 UG2 67.82 0.0012 0.0 20.534 0.025 Vel = 1.65 UG2 0.0 4.1 1 E 14.534 20.000 82.979 to 140 0.0 14.534 0.0 UG3 67.82 0.0012 0.0 34.534 0.042 Vel = 1.65 UG3 0.0 8.27 4E 113.872 700.000 83.021 to 140 1 G 6.326 230.907 -2.166 TEST 67.82 0.0 2T 110.709 930.907 0.038 Vel = 0.41 0.0 67.82 80.893 K Factor= 7.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 • CiNrAso 03/03/09 Job #8889 Fire Protection Equipment Submittal For HILLCREST 25 GERBER ROAD SOUTH WINDSOR, CT. General Contractor: METRO CONSTRUCTION 6 EXECUTIVE DRIVE SUITE 100 FARMINGTON, CT. 06032 Cintas Corporation CT Lic.#F10372 P.O.Box 2350 Hartford,CT 06146 Office 860.246.7711 Fax 860.246.7707 www.cintas.com INDEX A. SPRINKLER HEADS & ACCESSORIES: 1.) TYCO LFII RESIDENTIAL CONCEALED PENDENT. 2.) TYCO LFII RESIDENTIAL WHITE HSW SPRINKLER. B. VALVES• 1.) AMES 2000B DOUBLE CHECK VALVE ASSEMBLIES. 2.) RELIABLE MODEL G CHECK VALVE. C. RISER• 1.)VIKING FLOOR CONTROL STATION ASSEMBLY D. FITTINGS: 1.) CPVC PIPE AND FITTINGS E. HANGERS 1. BAND HANGER 2.) ALL THREAD ROD 3.) SAMMYS 4.) SIGNS 1 tyco Fire & Building Products rapid response'M HOME FIRE SPRINKLER SYSTEM Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K-factor General pressures,enabling smaller pipe sizes and water supply requirements. Description The Series LFII (TY2596) has been designed with heat sensitivity and The Series LFII TY2596 Residential water distribution characteristics Concealed Pendent Sprinklers are proven to help in the control of residen- decorative, fast response, fusible sok tial fires and to improve the chance for ==M""'"" der sprinklers designed for use in resi- dential occupancies such as homes, The Series LFII (TY2596) Residentialf w apartments, dormitories,and hotels. Concealed Pendent Sprinklers are - `''` The cover plate assembly conceals shipped with a Disposable Protective - the sprinkler operating components Cap.The Protective Cap is temporarily above the ceiling.The flat profile of the removed for installation, and then it can be replaced to help protect the cover plate provides the optimum aes- sprinkler while the ceiling is being in - In appealing sprinkler design. stalled r finished. The ti of the Pro- In addition, the concealed design of p Pro- the Series LFII (TY2596)provides 112 tective Cap can also be used to mark inch (12,7 mm) vertical adjustment. the center of the ceiling hole into plas- This adjustment reduces the accuracy ter board, ceiling tiles, etc. by gently to which the fixed pipe drops to the pushing the ceiling product against the Technical sprinklers must be cut to help assure Protective Cap. When the ceiling in- a perfect fit installation. stallation is complete the Protective Data Cap is removed and the Cover Plate The Series LFII are to be used in wet Assembly installed. Approvals: pipe residential sprinkler systems for UL and C-UL Listed. NYC Approved one-and two-family dwellings and mo- WARNINGS under MEA 44-03-E. bile homes per NFPA 1313; wet pipe The Series LFII (TY2596)Residential Maximum Working Pressure: residential sprinkler systems for resi- Concealed Pendent Sprinklers de- g dential occupancies up to and includ- scribed herein must be installed and 175 psi (12,1 bar) ing four stories in height per NFPA maintained in compliance with this Discharge Coefficient: 13R;or, wet pipe sprinkler systems for document,as well as with the applica- K=4.2 GPM/psis/2 (60,5 LPM/bars/2) the residential portions of any occu- ble standards of the National Fire Pro- Temperature Rating: pancy per NFPA 13. tection Association, in addition to the 160°F/71°C Sprinkler with The Series LFII (TY2596) has a 4.2 standards of any other authorities hav- 1350F/57°C Cover Plate (60,5) K-factor that provides the re- ing jurisdiction. Failure to do so may quired residential flow rates at reduced Impair the performance of these de- Vertical Adjustment: vices. 1/2 inch (12,7 mm) The owner is responsible for maintain- Finishes: ing their fire protection system and de- Cover Plate: IMPORTANT vices in proper operating condition. Flat White, Bright White, Chrome, or Always refer to Technical Data The installing contractor or sprinkler Custom Sheet TFP700 for the "INSTALLER manufacturer should be contacted WARNING' that provides cautions with any questions. Physical Characteristics: with respect to handling and instal- Body Brass latipon n of ts. Improper per stemshandling and coin- Sprinkler/Model Saddle Bronze Brass ponents. Improper handling and in- stallation can permanently damage Sealing Assembly a sprinkler system or its compo- Identification Beryllium Nickel w/Teflont nents and cause the sprinkler to fail Soldered Link Halves Nickel to operate in a fire situation or cause Number Lever Bronze it to operate prematurely. Compression Screw Brass SIN TY2596 Deflector Copper Page 1 of 4 JANUARY, 2006 TFP440 Page 2 of 4 TFP440 Minimum Flow(b)and Minimum Flow(b)and Minimum Flow(b)and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area(a) Ft. (Max.2 Inch Rise (Greater Than 21nch (Greater Than 4 Inch Ft.x Ft. (m) for 12 Inch Run) Rise Up To Rise Up To (m x m) Max.4 Inch Rise Max.8 Inch Rise for 12 Inch Run) for 12 Inch Run) 160°F/71°C 160°17/710C 160"F/71°C Sprinkler Sprinkler Sprinkler 12 x 12 12 13 GPM(49,2 LPM) 18 GPM(68,1 LPM) 18 GPM(68,1 LPM) (3,7 x 3,7) (3,7) 9.6 psi(0,66 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 14 x 14 14 14 GPM(53,0 LPM) 18 GPM(68.1 LPM) 18 GPM(68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi(0,77 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 16 16 16 GPM(60,6 LPM) 18 GPM(68,1 LPM) 18 GPM(68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 18 x 18 18 20 GPM(75,7 LPM) 20 GPM(75,7 LPM) N/A (5,5 x 5,5) (5,5) 22.7 psi(1,57 bar) 22.7 psi(1,57 bar) 20 x 20 20 24 GPM(90,8 LPM) 26 GPM(98,4 LPM) N/A (6.1 x 6,1) (6,1) 32.7 psi(2,25 bar) 1 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY2596)RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pin Housing Bronze NOTE coverage areas being protected by Guide Pins Stainless Steel When conditions exist that are outside the four sprinklers. Support Cup Steel the scope of the provided criteria,refer Obstruction To Water Distribution. Cover Plate Copper to the Residential Sprinkler Design Locations of sprinklers are to be in Retainer Brass Guide TFP490 for the manufacturer's accordance with the obstruction rules Cover Plate Ejection Spring recommendations that may be accept- of NFPA 13 for residential sprinklers. Stainless Steel able to the Authority Having Jurisdic- tion. Operational Sensitivity. The sprin- tDuPont Registered Trademark System Type.Only wet pipe systems klers are to be installed relative to the may be utilized. ceiling mounting surface as shown in Operation Figure 3. Hydraulic Design. The minimum re- Sprinkler Spacing. The minimum quired sprinkler flow rate for systems spacing n between sprinklers is 1i feet When exposed to heat from a fire,the designed to NFPA 13D or NFPA 13R p g p Cover Plate, which is normally sol- are given in Table A as a function of (2,4 m). The maximum spacing be- dered to the Support Cup at three temperature rating and the maximum tween sprinklers cannot exceed the points,falls away to expose the Sprin- allowable coverage areas. The sprin- length of the coverage area (Ref. Ta- kler Assembly.At this point the Deflec- kler flow rate is the minimum required ble A) being hydraulically calculated for supported by the Arms drops down discharge from each of the total (e.g., maximum 12 feet for a 12 ft. x to its operated position. The fusible number of "design sprinklers" as 12 ft.coverage area,or 20 feet for a 20 link of the Sprinkler Assembly is com- specified in NFPA 13D or NFPA 13R. ft.x 20 ft.coverage area). prised of two link halves that are sol- dered together with a thin layer of sol- For systems designed to NFPA 13,the Installation der. When the rated temperature is number of design sprinklers is to be reached,the solder melts and the two the four most hydraulically demanding link halves separate allowing the sprin- sprinklers.The minimum required dis- The Series LFII (TY2596) must be in- kler to activate and flow water. charge from each of the four sprinklers stalled in accordance with the follow- is to be the greater of the following: ing instructions: NOTES Design • The flow rates given in Table A for Damage to the fusible Link Assembly NFPA 13D and 13R as a function of during installation can be avoided by Criteria temperature rating and the maxi- handling the sprinkler by the frame mum allowable coverage area. arms only(i.e., do not apply pressure The Series LFII (TY2596) Residential a A minimum discharge of 0.1 gpm/sq. to the fusible link Assembly). Concealed Pendent Sprinklers are UL ft.over the"design area"comprised A leak tight 112inch NPTsprinklerjoint and C-UL Listed for installation in ac- of the four most hydraulically de- should be obtained with a torque of 7 cordance with the following criteria. manding sprinklers for the actual to 14 ft.lbs. (9,5 to 19,0 Nm).A maxi- TFP440 Page 3 of 4 BODY SEALING mum of 21 ft.lbs. (28,5 Nm)of torque (1/2"NPT) ASSEMBLY is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- CAP SPRINKLER age or impairment of the sprinkler. WRENCHING Do not attempt to compensate for in- SADDLE AREA sufficient adjustment in an Escutcheon Plate by under-or over-tightening the Sprinkler. Readjust the position of the SUPPORT COMPRESSION sprinkler fitting to suit. CUP WITH SCREW Step 1. The sprinkler must only be ROLL FORMED installed in the pendent position and THREADS with the centerline of the sprinkler per- LEVER pendicular to the mounting surface. Step 2.Remove the Protective Cap. GUIDE I i Step 3. With pipe thread sealant ap- ' SOLDER LINK plied to the pipe threads, and.using ELEMENT the W-Type 18 Wrench shown in Fig- GUIDE PIN , ; ; ure 2, install and tighten the Sprink- -- 'HOUSING ler/Support Cup Assembly into the fit- DEFLECTOR� � � � � i DEFLECTOR - ting. The W-Type 18 Wrench will (OPERATED accept a 1/2 inch ratchet drive. _ DEFLECTOR i 'l POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY I WRENCH RECESS THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING DIMPLES SURFACE IS FLUSH WITH EJECTION CEILING SPRING PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH COVER PLATE/RETAINER WRENCH NI SOLDER COVER GAREA TAB ASSEMBLY PLATE FIGURE 1 FIGURE 2 SERIES LFII(TY2596)RESIDENTIAL W-TYPE 18 CONCEALED PENDENT SPRINKLER SPRINKLER WRENCH 2-1/2"DIA. SPRINKLER- (63,5 mm) 1/2"(12,7 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY NPT ADJUSTMENT FITTING OPERATED SPRINKLER 1-15/16"t1/4" COVER (49,2 mm PLATE 1!8'GAP t6,4 mm) RETAINER (3,2 mm) 1/2"(12,7 mm) COVER- SPRINKLER- MOUNTING 1"(25,4 mm) RETAINER SUPPORT CUP 3/16" SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-3/16"DIA. DISPOSABLE DEFLECTOR IN (81.0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII(TY2596)RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR Page 4 of 4 TFP440 Step 4.Replace the Protective Cap by painted, plated, coated, or otherwise ucts.TFBP shall not be responsible for pushing it upwards until it bottoms out altered after leaving the factory. Modi- sprinkler system design errors or inac- against the Support Cup. The Protec- fied or over heated sprinklers must be curate or incomplete information sup- tive Cap helps prevent damage to the replaced. plied by Buyer or Buyer's repre- Deflector and Arms during ceiling in- Care must be exercised to avoid dam- sentatives. stallation and/or during application of age -before, during, and after instal- In no event shall TFBP be liable, in the finish coating of the ceiling. It may lation. Sprinklers damaged by drop- contract, tort, strict liability or under also be used to locate the center of the ping, striking, wrench twist/slippage, any other legal theory, for incidental, clearance hole by gently pushing the or the like, must be replaced. indirect,special or consequential dam- ceiling material against the center ages,including but not limited to labor point of the Cap. The owner is responsible for the in- charges, regardless of whether TFBP spection, testing, and maintenance of was informed about the possibility of NOTE their fire protection system and de- such damages, and in no event shall As long as the protective Cap remains vices in compliance with this docu- TFBP's liability exceed an amount in place, the system is considered to ment, as well as with the applicable equal to the sales price. be "Out Of Service' standards of the National Fire Protec- Step 5.After the ceiling has been com- tion Association (e.g., NFPA 25), in The foregoing warranty Is made In lieu pleted with the 2-1/2 inch (63 mm) addition to the standards of any other of any and all other warranties. ex- diameter clearance hole and in prepa- authorities having jurisdiction. The in- press or implied. Including warranties ration for installing the Cover Plate As- stalling contractor or sprinkler manu- of merchantability and fitness for a sembly, remove and discard the Pro- facturer should be contacted relative particular purpose. tective Cap, and verify that the to any questions. This limited warranty sets forth the ex- Deflector moves up and down freely. NOTE clusive remedy for claims based on If the Sprinkler has been damaged and The owner must assure that the sprin- failure of or defect in products,materi- the Deflector does not move up and klers are not used for hanging of any als or components, whether the claim down freely, replace the entire Sprin- objects and that the sprinklers are only is made in contract, tort, strict liability kler assembly. Do not attempt to mod- cleaned by means of gently dusting or any other legal theory. ify or repair a damaged sprinkler. with a feather duster;otherwise, non- This warranty will apply to the full ex- Step 6. Screw on the Cover Plate As- operation in the event of a fire or inad- tent permitted by law.The invalidity,in sembly until its flange comes in con- vertent operation may result whole or part, of any portion of this tact with the ceiling. It is recommended that automatic warranty will not affect the remainder. Do not continue to screw on the Cover sprinkler systems be inspected, Plate Assembly such that it lifts a ceil- tested, and maintained by a qualified ing panel out of its normal position. Inspection Service in accordance with Ordering local requirements and/or national If the Cover Plate Assembly cannot be codes. Procedure engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- When placing an order, indicate the gaged sufficiently to contact the ceil- Limited full product name. Contact your local ing,the Sprinkler Fitting must be repo- distributor for availability.. sitioned. Warranty Sprinkler Assembly: Products manufactured by Tyco Fire& Series LFII(TY2596),K=4.2,Residen- Care and Building Products (TFBP) are war- tial Concealed Pendent Sprinkler with- ranted solely to the original Buyer for out Cover Plate Assembly, Maintenance ten(10)years against defects in mate- P/N 51-122-1-160. rial and workmanship when paid for The Series LFII (TY2596) must be and properly installed and maintained Cover Plate Assembly: maintained and serviced in accord- under normal use and service. This Cover Plate Assembly having a(spec- ance with the following instructions: warranty will expire ten (10) years ify)finish for the Series LFII(TY2596), from date of shipment by TFBP. No K=4.2, Residential Concealed Pen- NOTES warranty is given for products or com- dent Sprinkler, P/N (specify). Absence of an Escutcheon Plate may ponents manufactured by companies delay the sprinkler operation in a fire not affiliated by ownership with TFBP Chrome PM 56-122-9-135 situation. or for products and components which Off White. PIN 56-122-0-135 Before closing afire protection system have been subject to misuse,improper Bright White. PIN 56-122-4-135 installation, corrosion, or which have Flat White ... ... PIN 56-122-5-135 main control valve for maintenance not been installed, maintained, modi- White(RAL9010)'. PIN 56-122-3-135 work on the fire protection system Custom PIN 56-122-X-135 shut which it controls, permission to sh fled or repaired in accordance with ap- plicable Standards of the National Fire *Eastern Hemisphere sales only. down the affected fire protection s hut tem must be obtained from the proper Protection Association, and/or the authorities and all personnel who may standards of any other Authorities Sprinkler Wrench: be affected by this action must be no- Having Jurisdiction. Materials found Specify:W-Type 18 Sprinkler Wrench, tired. repaired TFBP to be defective shall be either P/N 56-000-1-265. repaired or replaced, at TFBP's sole Sprinklers which are found to be leak- option. TFBP neither assumes, nor ing or exhibiting visible signs of corro- authorizes any person to assume for it, sion must be replaced. any other obligation in connection with Automatic sprinklers must never be the sale of products or parts of prod- TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 tqCU Fire & Building Products CENTRAL Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Tel:(215)362-0700/(800)523-6512 Fax:(215)362-5385 Series LFII Residential Horizontal Sidewall Sprinklers 4.2 K-factor General adjustment or up to 1/2 inch(12,7 mm) of total adjustment from the flush mounting surface position.The adjust- Description ment provided by the Recessed Es- cutcheon reduces the accuracy to ,e The Series LFII (TY1334) Residential which the pipe nipples to the sprinklers Horizontal Sidewall Sprinklers are must be cut. , decorative, fast response, frangible �j The Series LFII (TY1334) has been bulb sprinklers designed for use in sensitivity - designed with heat residential occupancies such as g Y and homes, apartments, dormitories, and water distribution characteristics �- hotels.When aesthetics and optimized proven to help in the control of residen- flow characteristics are the major con- tial fires and to improve the chance for or be evacuated.escape to ants sideration, the Series LFII (TY1334) occupants P should be the first choice. The Series LFII are to be used in wet WARNINGS pipe residential sprinkler systems for The Series LFII(TY1334) Residential one-and two-family dwellings and mo- Horizontal Sidewall Sprinklers de- bile homes per NFPA 1313; wet pipe scribed herein must be installed and residential sprinkler systems for resi- maintained in compliance with this dential occupancies up to and includ- document,as well as with the applica- y, ing four stories in height per NFPA ble standards of the National Fire Pro- 13R;or, wet pipe sprinkler systems for tection Association, in addition to the ' "�f the residential portions of an occu- 3 ` .A P Y standards ofanyotherauthorities hav- anc per NFPA 13. " P Y P ing jurisdiction. Failure to do so may �_•. � <� � The Series LFII (TY1334) has a 4.2 impair the performance of these de- r (60,5) K-factor that provides the re- vices. s, k quired residential flow rates at reduced The owner is responsible for maintain- pressures,enabling smaller pipe sizes ing their fire protection system and de- and water supply requirements. vices in proper operating condition. ;; " a The installing contractor or sprinkler " The recessed version of the Series 9 P LFII (TY1334) is intended for use in manufacturer should be contacted areas with finished walls. It employs a with any questions. two-piece Style 20 Recessed Escutch- eon. The Recessed Escutcheon pro- vides 1/4 inch (6,4 mm) of recessed Sprinkler/Model Identification IMPORTANT Number Always refer to Technical Data Sheet TFP700 for the "INSTALLER SIN TY1334 WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 APRIL, 2004 TFP410 Page 2 of 8 TFP41 O Components: 5 3 2 1 1 - Frame I WRENCH 2- Button Assembly FLATS 3- Sealing Assembly 0 4- Bulb 5- Compression Screw 6- Deflector* TOP-OF- 6* 4 7/16"(11,1 mm) 2-7/8'DIA. * DEFLECTOR NOMINAL Temperature rating (73,0 mm) . MAKE-IN is indicated on top a of Deflector. CENTERLINE 7/16" OF WATERWAY (11,1 mm) a I STYLE 20 1/2"NPT RECESSED 1-5/8" ESCUTCHEON END-OF- (41,3 mm) ESCUTCHEON DEFLECTOR 2-1/4" PLATE SEATING BOSS (57,2 mm) SURFACE RECESSED FIGURE 1 SERIES LFII(TY1334)RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS 7/16t1/8" (11,1t3,2 mm) MOUNTING FACE OF WRENCH RECESS SURFACE SPRINKLER (END'A'USED FITTING FOR TY1334) TOP-OF- CLOSURE i __7 FIGURE 3 TY1334 DEFLECTOR W-TYPE 6 SPRINKLER WRENCH 2-7/8'DIA. (73,0 mm) WRENCH 2-1/4"DIA. RECESS � 7/16" I a (57,2 mm) —5 (11,1 min) MOUNTING PLATE END-OF- DEFLECTOR 1/8' PUSH WRENCH BOSS (3,2 mm) INTO ENSURE 1-3/8"(34,9 mm) 1/2"(12,7 mm) ENGAGEMENT WITH SPRINKLER 1-1/8"(28,6 mm) 1/4"(6,4 mm) WRENCHING AREA FIGURE 4 FIGURE 2 W-TYPE 7 RECESSED STYLE 20 RECESSED ESCUTCHEON SPRINKLER WRENCH FOR USE WITH THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER TFP410 Page 3 of 8 ■ eChniCal total number of "design sprinklers"as Do not attempt to compensate for in- specified in NFPA 13D or NFPA 13R. sufficient adjustment in an Escutcheon Data For systems designed to NFPA 13,the Plate by under-or over-tightening the number of design sprinklers is to be Sprinkler. Readjust the position of the Approvals: the four most hydraulically demanding sprinkler fitting to suit. UL and C-UL Listed.NYC Approved sprinklers.The minimum required dis- The Series LFII Horizontal Sidewall under MEA 44-03-E. charge from each of the four sprinklers Sprinklers must be installed in ac- is to be the greater of the following: cordance with the following instruc- Maximum Working Pressure: tions. 175 psi (12,1 bar) • The flow rates given in Tables A, B, Discharge Coefficient: C, and D for NFPA 13D and 13R as Step 1.Horizontal sidewall sprinklers D D=4.2 GPM/ sific 60,5 LPM/bart�2 a function of temperature rating and are to be installed in the horizontal P ( ) the maximum allowable coverage position with their centerline of water- Temperature Rating: area. way perpendicular to the back wall and 155017/680C or 1750F/790C . A minimum discharge of 0.1 gpm/sq. n the parallel to the Deflector isto face wordtowa "TOP" Finishes: ft. over the design area comprised ceiling with the front edge of the De- the White Polyester Coated, of the four most hydraulically de- ceilin parallel to the ceiling. Chrome Plated,or Natural Brass manding sprinklers for the actual coverage areas being protected by Step 2. With pipe thread sealant ap- Physical Characteristics: the four sprinklers. plied to the pipe threads, hand tighten Frame Brass Obstruction To Water Distribution. the sprinkler into the sprinkler fitting. Button Bronze Locations of sprinklers are to be in Step 3. Tighten the sprinkler into the Sealing Assembly accordance with the obstruction rules sprinkler fitting using only the W-Type Beryllium Nickel w/Teflont of NFPA 13 for residential sprinklers. 6 Sprinkler Wrench (Ref. Figure 3). Bulb 3 mm dia.Glass With reference to Figure 1,the W-Type Compression Screw Bronze Operational Sensitivity. The sprin- 6 Sprinkler Wrench is to be applied to Deflector Copper klers are to be installed with an end-of- the wrench flats. deflector-boss to wall distance of 1- tDupont Registered Trademark 3/8 to 6 inches or in the recessed po- The Series LFII Recessed Horizontal sition using only the Style 20 Re- Sidewall Sprinklers must be installed cessed Escutcheon as shown in in accordance with the following in- Operation Figure 2. structions. The glass Bulb contains a fluid that In addition the top-of-deflector-to-ceil- Step A. Recessed horizontal sidewall expands when exposed to heat.When ing distance is to be within the range sprinklers are to be installed in the the rated temperature is reached, the (Ref.Table A,B,C,or D)being hydrau- horizontal position with their centerline fluid expands sufficiently to shatter the lically calculated. of waterway perpendicular to the back lass Bulb allowing the sprinkler to wall and parallel to the ceiling. The 9 9 P Sprinkler Spacing. The minimum activate and flow water. spacing between sprinklers is 8 feet word"TOP"on the Deflector is to face towards the ceiling. (2,4 m). The maximum spacing be- Design tween sprinklers cannot exceed the Step B. After installing the Style 20 width of the coverage area(Ref.Table Mounting Plate over the sprinkler Criteria A)being hydraulically calculated(e.g., threads and with pipe thread sealant maximum 12 feet for a 12 ft.x 12 ft. applied to the pipe threads, hand The Series LFII (TY1334) Residential coverage area, or 16 feet for a 16 ft.x tighten the sprinkler into the sprinkler Horizontal Sidewall Sprinklers are UL 20 ft.coverage area). fitting. and C-UL Listed for installation in ac- Step C.Tighten the sprinkler into the cordance with the following criteria. Installation sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. NOTE The Series LFII (TY1334) must be in- Figure 4).With reference to Figure 1, When conditions exist that are outside stalled in accordance with the follow- the W-Type 7 Recessed Sprinkler the scope of the provided criteria,refer ing instructions: Wrench is to be applied to the sprinkler to the Residential Sprinkler Design NOTES wrench flats. Guide TFP490 for the manufacturer's Do not install any bulb type sprinkler if Step C. After the wall has been in- recommendations that may be accept- the bulb is cracked or there is a loss of stalled or the finish coat has been ap- able to the local Authority Having Ju- liquid from the bulb. With the sprinkler lied slide on the Style 20 Closure risdiction. held horizontally, a small air bubble P y over the Series LFII Sprinkler and System Type. Only wet pipe systems should be present. The diameter of the push the Closure over the Mounting may be utilized. air bubble is approximately 1116 inch Plate until its flange comes in contact Hydraulic Design. The minimum re- (1,6 mm). with the wall. quired sprinkler flow rate for systems A leak tight 112 inch NPTsprinklerjoint designed to NFPA 13D or NFPA 13R should be obtained with a torque of 7 are given in Table A, B,C,and D as a to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- function of temperature rating and the mum of 21 f.lbs. (28,5 Nm) of torque maximum allowable coverage areas. is to be used to install sprinklers. The sprinkler flow rate is the minimum Higher levels of torque may distort the required discharge from each of the sprinkler inlet with consequent leak- age or impairment of the sprinkler. (Continued on Page 8) Page 4 of 8 TFP410 ELEVATION Maximum Maximum Coverage Spacing Minimum Flow I0 and Residual Pressure Area(a) Ft. Width x Length(b) (m) Top-Of-Deflector-To-Ceiling: Top-Of-Deflector-To-Ceiling: Ft.x Ft. 4 to 6 Inches(100 to 150 mm) 6 to 12 Inches(100 to 150 mm) (m x m) 155•F/68•C 175•F/79•C 155°F/68°C 175°F/79°C 12 x 12 12 12 GPM(45,4 LPM) 12 GPM(45,4 LPM) 13 GPM(49,2 LPM) 13 GPM(49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi(0,57 bar) 8.2 psi(0,57 bar) 9.6 psi(0,66 bar) 9.6 psi(0,66 bar) 14 x 14 14 14 GPM(53,0 LPM) 16 GPM(60,6 LPM) 17 GPM(64,3 LPM) 18 GPM(68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi(0,77 bar) 14.5 psi(1,00 bar) 16.4 psi(1,13 bar) 18.4 psi(1,27 bar) 16 x 16 16 16 GPM(60,6 LPM) 16 GPM(60,6 LPM) 18 GPM(68,1 LPM) 18 GPM(68,1 LPM) -� (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 18 16 19 GPM(71,9 LPM) 19 GPM(71,9 LPM) 21 GPM(79,5 LPM) 21 GPM(79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi(1,41 bar) 20.5 psi(1,41 bar) 25.0 psi(1,72 bar) 25.0 psi(1,72 bar) 16 x 20 16 23 GPM(87,1 LPM) 23 GPM(87,1 LPM) 26 GPM(98,4 LPM) 26 GPM(98,4 LPM) (4,9 x 6,1) (4,9) 30.0 psi(2,07 bar) 30.0 psi(2,07 bar) 38.3 psi(2,64 bar) 1 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b)Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details. (d)Sidewall sprinklers,where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run,must be located per one of the following: • Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL S/DEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING(Maximum 2 Inch Rise for 12 Inch Run) TFP41 O Page 5 of 8 12" 8" MAXIMUM ELEVATION Minimum Flow(c)and Residual Pressure (I)Two sprinkler design with the sprinklers at the high point of the slope and positioned to discharge down the slope. Maximum Maximum Coverage Spacing Area(a) Ft. Width x Length(b) (m) Ft.x Ft. Top-Of-Deflector-To-Ceiling: Top-Of-Deflector-To-Ceiling: (m x m) 4 to 6 Inches(100 to 150 mm) 6 to 12 Inches(150 to 300 mm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 I 12 GPM(45,4 LPM) I 12 GPM(45,4 LPM) I 13 GPM(49,2 LPM) I 13 GPM(49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi(0,57 bar) 8.2 psi(0,57 bar) 9.6 psi(0,66 bar) 9.6 psi(0,66 bar) 14 x 14 14 I 14 GPM(53,0 LPM) I 14 GPM(53,0 LPM) I 17 GPM(64.3 LPM) I 17 GPM(64.3 LPM) (4,3 x 4,3) (4,3) 11.1 psi(0,77 bar) 11.1 psi(0,77 bar) 16.4 psi(1,13 bar) 16.4 psi(1,13 bar) 16 x 16 16 I 16 GPM(60,6 LPM) I 16 GPM(60,6 LPM) I 18 GPM(68,1 LPM) I 18 GPM(68.1 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 18 16 I 19 GPM(71,9 LPM) I 19 GPM(71,9 LPM) I 21 GPM(79,5 LPM) I 21 GPM(79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi(1,41 bar) 20.5 psi(1,41 bar) 25.0 psi(1,72 bar) 25.0 psi(1,72 bar) 16 x 20 16 I 24 GPM(90,8 LPM) I 24 GPM(90,8 LPM) I 26 GPM(98,4 LPM) I 26 GPM(98,4 LPM) (4,9 x 6,1) (4,9) 32.7 psi(2,25 bar) 32.7 psi(2,25 bar) 38.3 psi(2,64 bar) 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details.. TABLE B NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL S/DEWALL SPRINKLERS FOR SPRINKLERS AT THE HIGH POINT OF THE SLOPE AND DISCHARGING DOWN THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 6 of 8 TFP410 12" 4" MAXIMUM ELEVATION Minimum Flow(c)and Residual Pressure (II)Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum (III)Three sprinkler design when there are more than two sprinklers In a compartment and Coverage Spacing with the sprinklers located along the slope,and positioned to discharge across the slope. Area(a) Ft. Width x Length(b) (m) Ft.x Ft. Top-Of-Deflector-To-Ceiling: Top-Of-Deflector-To-Ceiling: (m x m) 4 to 6 Inches(100 to 150 mm) 6 to 12 Inches(100 to 300 mm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 II 16 GPM(60,6 LPM) II 16 GPM(60,6 LPM) II 18 GPM(68,1 LPM) II 18 GPM(68,1 LPM) (3,7 x 3,7) (3,7) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 14 x 14 14 II 16 GPM(60,6 LPM) II 16 GPM(60,6 LPM) II 18 GPM(68,1 LPM) II 18 GPM(68,1 LPM) (4,3 x 4,3) (4,3) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 16 16 II 16 GPM(60,6 LPM) II 16 GPM(60,6 LPM) II 18 GPM(68,1 LPM) H 18 GPM(68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 18.4 psi(1,27 bar) 18.4 psi(1,27 bar) 16 x 18 16 II 22 GPM(83,3 LPM) II 22 GPM(83,3 LPM) II 22 GPM(83,3 LPM) II 22 GPM(83,3 LPM) (4,9 x 5,5) (4,9) 27.4 psi(1,89 bar) 27.4 psi(1,89 bar) 27.4 psi(1,89 bar) 27.4 psi(1,89 bar) 16 x 20 16 III 23 GPM(87,1 LPM) III 23 GPM(87,1 LPM) III 26 GPM(98,4 LPM) III 26 GPM(98,4 LPM) (4,9 x 6,1) (4,9) 30.0 psi(2,07 bar) 30.0 psi(2,07 bar) 38.3 psi(2,64 bar) 38.3 psi(2,64 bar) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details.. TABLE C NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL S/DEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run) TFP410 Page 7 of 8 12" 8" MAXIMUM ELEVATION Minimum Flow(c)and Residual Pressure (III)Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope.and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area(a) Ft. Width x Length(b) (m) Ft.x Ft. Top-Of-Deflector-To-Ceiling: (m x m) 4 to 6 Inches(100 to 150 mm) 155°F/68°C 175"F/79°C 12 x 12 12 1II 16 GPM(60,6 LPM) III 16 GPM(60,6 LPM) (3,7 x 3,7) (3,7) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 14 x 14 14 III 16 GPM(60,6 LPM) III 16 GPM(60.6 LPM) (4,3 x 4,3) (4,3) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 16 x 16 16 III 16 GPM(60,6 LPM) III 16 GPM(60,6 LPM) (4,9 x 4,9) (4,9) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 16 x 18 16 N/A WA (4,9 x 5,5) (4,9) 16 x 20 16 WA WA (4,9 x 6,1) (4,9) (a) For coverage area dimensions less than or between those indicated,it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width(backwall where sprinkler is located)x Length(horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.Refer to Hydraulic Design Criteria Section for details.. TABLE D NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII(TY1334) RESIDENTIAL HORIZONTAL S/DEWALL AND RECESSED HORIZONTAL S/DEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 4 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 8 of 8 TFP410 Care and Limited Ordering Maintenance Warranty Procedure The Series LFII (TY1334) must be Products manufactured by Tyco Fire When placing an order,indicate the full maintained and serviced in accord- Products are warranted solely to the product name.Contact your local dis- ance with the following instructions: original Buyer for ten (10) years tributor for availability.. NOTES against defects in material and work- Sprinkler Assembly: Absence of an Escutcheon Plate may manship when paid for and properly P y delay the sprinkler operation in a fire installed and maintained under normal Series LFII(TY1334),K=4.2,Residen- situation. use and service.This warranty will ex- tial Horizontal Sidewall Sprinkler with pire ten (10) years from date of ship- (specify) temperature rating and Before closing a fire protection system ment by Tyco Fire Products. No war- (specify)finish, P/N (specify). main control valve for maintenance ranty is given for products or work on the fire protection system components manufactured by compa- 155°F/68°C or which it controls, permission to shut nies not affiliated by ownership with Chrome Plated P/N 51-211-9-155 down the affected fire protection sys- Tyco Fire Products or for products and 155°hits P tem must be obtained from the proper y P White Polyester. P/N 51-211-4-155 authorities and all personnel who may components which have been subject 155° kite be affected by this action must be no- si misuse,improperheinstallation,cored. White tified. sion,or which have not been installed, 155°F/68°C o)' P/N 51-211-3-155 maintained,modified or repaired in ac- Natural Brass. P/N 51-211-1.155 Sprinklers which are found to be leak- cordance with applicable Standards of 175°F/79°C or ing or exhibiting visible signs of corro- the National Fire Protection Associa- Chrome Plated P/N 51-211-9-175 sion must be replaced. tion,and/or the standards of any other 175°F/79°C Automatic sprinklers must never be Authorities Having Jurisdiction. Mate- t75 Fn9 Polyester. P/N 51-211-4-175 painted, plated, coated, or otherwise rials found by Tyco Fire Products to be white altered after leaving the factory. Modi- defective shall be either repaired or (RAL9010)' P/N 51-211-3-175 fied sprinklers must be replaced. replaced, at Tyco Fire Products' sole 175°Fn9°C Sprinklers that have been exposed to option.Tyco Fire Products neither as- Natural Brass. P/N 51-211-1-175 corrosive products of combustion, but sumes, nor authorizes any person to *Eastern Hemisphere sales only. have not operated,should be replaced assume for it, any other obligation in if they cannot be completely cleaned connection with the sale of products or Recessed Escutcheon: by wiping the sprinkler with a cloth or parts of products. Tyco Fire Products by brushing it with a soft bristle brush. shall not be responsible for sprinkler Specify: Style 20 Recessed Escutch- Care must be exercised to avoid dam- system design errors or inaccurate or eon with(specify)finish,P/N(specify). age to the sprinklers - before, during, incomplete information supplied by Buyer or Buyers representatives. t/2• ( and after installation. Sprinklers dam- stylele 20 20 aged by dropping, striking, wrench IN NO EVENT SHALL TYCO FIRE Chrome Plated P/N 56-705-9-010 twist/slippage, or the like, must be re- PRODUCTS BE LIABLE, IN CON- 1/2' (15 mm) placed.Also,replace any sprinkler that TRACT,TORT,STRICT LIABILITY OR style 20 White Color has a cracked bulb or that has lost UNDER ANY OTHER LEGAL THE- Coated... P/N 56-705-4-010 liquid from its bulb. (Ref. Installation ORY, FOR INCIDENTAL, INDIRECT, 1/2• (15 mm) Section). SPECIAL OR CONSEQUENTIAL Style 20 The owner is responsible for the in- DAMAGES, INCLUDING BUT NOT White s ection, testing, and maintenance of LIMITED TO LABOR CHARGES, RE- (RA5 mm)• P/N 56-705-3-010 their fire protection system and de- GARDLESS OF WHETHER TYCO Style 20 vices in compliance with this docu- FIRE PRODUCTS WAS INFORMED Bright Brass ment, as well as with the applicable ABOUT THE POSSIBILITY OF SUCH Coated. P/N 56-705-2-010 standards of the National Fire Protec- DAMAGES, AND IN NO EVENT •Eastern Hemisphere sales only. tion Association (e.g., NFPA 25), in SHALL TYCO FIRE PRODUCTS' LI- addition to the standards of any other ABILITY EXCEED AN AMOUNT Sprinkler Wrench: authorities having jurisdiction. The in- EQUAL TO THE SALES PRICE. Specify: W-T e 6 Sprinkler Wrench, stalling contractor or sprinkler l a relative THE FOREGOING WARRANTY IS P/N 56 000-6 387. P facturer should be contacted relative MADE IN LIEU OF ANY AND ALL to any questions. Specify: W-Type 7 Sprinkler Wrench, NOTE OTHER WARRANTIES EXPRESS OR P/N 56-850-4-001. IMPLIED,INCLUDING WARRANTIES The owner must assure that the span- OF MERCHANTABILITY AND FIT- klers are not used for hanging of any NESS FOR A PARTICULAR PUR- objects and that the sprinklers are only POSE, cleaned by means of gently dusting with a feather duster;otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 ES-A-2000B Series 2000B A& A M E S Double Check Valve Assemblies FIRE&WATERWORKS Sizes: 1h" —2" 15—60mm _ � ) I 1 •� Features : Ic. • Ease of maintenance with only one cover 2"2000B HC • Top entry (50mm) 115 • Replaceable seats and seat discsi • Modular construction rd • Compact design • 'h'—2"(15—50mm)Cast bronze body constructionit3 • Top mounted ball valve test cocks %II 2000B • Low pressure drop (20mm) • No special tools required • No—1" 15— is required have Series 2000E Double Check Valve Assemblies shall be installed at referenced cross-con- ( ) nections to prevent the backflow of polluted water into the potable water supply.Only tee handles those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation,frequency of Available Models testing or other installation requirements. Suffix: These valves meet the requirements of ASSE Std. 1015 and AWWA Std.C510 and are B- Quarter turn ball valves approved by the Foundation for Cross-Connection Control and Hydraulic Research at the LBV- less ball valves University of Southern California. LH- locking handle ball valves(open Specifications position) SH- stainless steel ball valve handles A Double Check Valve Assembly shall be installed at each noted location.The assembly HC- staff21h lessinlet steel fire hydrant fitting shall consist of two positive seating check modules with captured springs and rubber seat (2"valve) discs.The check module seats and seat discs shall be replaceable.Service of all internal components shall be through a single access cover secured with stainless steel bolts.The Prefix: assembly shall also include two resilient seated isolation valves and four top mounted,re- silient seated test cocks.The assembly shall meet the requirements of ASSE Std. 1015 U- union connections and AWWA Std.C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.Assembly shall be an Ames Company Series 20006. Pressure —Temperature A Approvals Temperature Range:33°F—140OF pp (5°C—60°C) a Maximum Working Pressure: 175psi a SP' NOC U` Us (12.06 bar) c us 1015 B64.5 3/4"-2" (LBV Models Only) Standards Approved by the Foundation for Cross-Connection Control and Hydraulic Research at AWWA Std.C510,IAPMO PS31 the University of Southern California. LBV models not listed. Horizontal and vertical'flow up'approval on all sizes. Job Name Contractor Job Location Approval Engineer Contractor's P.O.No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Dimensions -Weights E A CI - B E F Suffix HC-Fire Hydrant Fittings dimension"A"=23'h"(594mm) E G-' DIMENSIONSSIZE(ON) A B C F G H i in, mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. 112 15 10 254 4% 117 2'/1s 62 5 127 3% 85 26/6 59 2'/+6 52 4.5 2 3/ 20 11'/6 282 4 102 TA 79 63/16 157 3'/6 87 21h 54 16/6 33 5 2.3 1 25 131/ 337 51A 130 4 102 71h 191 3% 85 111A6 43 11'/6 43 12 5.4 1'/4 32 16% 416 5 127 36/,6 84 91h 241 1 5 127 3 76 1 2 50 15 6.8 11h 40 163/4 425 4% 124 Th 89 93/4 248 1 513/6 148 3'/6 79 1 211/6 68 15.86 72 2 50 191h 495 6'/4 159 4 102 13% 340 1 61h 156 V6 87 1 2"/16 68 25.75 11.7 Strainer sold separately Capacities kPa psi 1 f/a„(32mm) As compiled from documented Foundation for Cross-Connection Control 96 14 * and Hydraulic Research at the University of Southern California lab tests. w 83 12 *Typical maximum system flow rate(7.5 feet/sec.,2.3 meterstsec.) o 69 10 'j 55 8 kPa psi r/211 (15mm) 3 41 6 y 83 12 tq 28 4 1 69 10 14 2 55 g a 41 6 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm ap LD 14 2 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm IL 0 0 5 7.5 10 15 fps AP 0 2 4 6 8 10 12 gpm 1.5 2.3 3A 4.6 mps 0 7.6 152 22.8 30A 38 45.6 Ipm low Rate 5 7.5 10 fps ' 1.5 2.3 3A mps kPa psi 1 f/211 mm) Flow Rate 83 12 kPa psi 3/411 (20mm) w 69 10 in 152 22 * 0 55 8 to J 124 18 ` 41 6 96 14 a 14 2 y 69 10 0 0 4u a &pO 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0- 41 6 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 14 2 5 7.5 10 15 fps AP 0 5 10 15 20 25 30 35 40 45 50 gpm 1.5 2.3 3A 4.6 mps 0 1s 38 57 76 95 114 133 152 171 190 Ipm Flow Rate 7.5 15 fps 2.3 4.6 mps kPa psi11(50mm) Flow Rate 4n 83 12 kPa psi 111(25mm) 0 69 10 y 110 16 * .� 55 8 J 69 10 41 6 3 55 8 H 28 4 y 41 6 E 14 2 o. a 14E! 28 p 0 0 0 25 50 75 100 125 150 175 200 gpm 6P 0 95 190 285 380 475 570 665 760 Ipm 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps ,&P 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 1.5 2.3 3.0 4.6 mps 5 7.5 10 15 fps Flow Rate 1.5 2.3 3.0 4.6 mps Flow Rate AkIMPORTANT.Inquire with governing authorities for A M E S local installation requirements. 9001 FIRE&WATERWORKS A Division of Watts Regulator Company www.amesfirewater.com CERnREE 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916-928-0123 " Fax: 916-928-9333 ES-A-2000B 0521 ©Ames Co.2005 Bulletin 807 Rev.E W Model G 2 , 3 , 4 & 6 co liabld 165mm, 80mm, CD 00mm 150mm Check Val ves lves m TM The Right—Check Features 1 . Grooved end connections. 2. Compact, lightweight design. Llb-,EC i•j 3. Non-slamming, spring loaded clap- ; FW • per to minimize water hammer. 4. Approved for horizontal and vertical installation. 5. Streamlined body design provides very low friction loss. Figure 1 6. Elastomer faced clapper provides 3. Friction loss, expressed in equivalent length of leak-free, non-sticking sealing. Sch. 40 pipe with C = 120 (based on Hazen and Williams formula): General 21/2 -7 ft. (65mm-231 cm) Reliable Model G Swing Check Valves are multiple 3 - 7 ft. (80mm - 213cm) purpose valves performing regular check valve 4 - 10 ft. (100mm-305cm) duties with very low friction loss. All four sizes are 6 - 16 ft. (150mm -488cm) approved for use in fire protection systems. Typical 4. Standard grooved end dimensions per ANSI/AWWA applications include connections between public C606. water supplies and private fire systems, at the Pressure Drop vs. Flow Rate discharge from fire pumps, at gravity tank Moce V Sw'aq Ciec+ Vcves connections and at fire department pumper , 5.0 (0.35 connections. The 4 (80mm) Model G Check Valve is provided with a 112 NPT(RI/2)supply side connection (Item 12, a 2.0 ro•t` Fig.2). This supply side connection is optional for all 10 other valve sizes and must be specified. 0 � t.D (O,G7 Grooved end connections provide fast and easy N installation using listed or approved mechanical grooved couplings. Rigid style grooved couplings ao.5 c0.035 500 can be used for positive clamping to resist flexural (3 8) (t. 0 89o) (3.785) (7.5700 0) (1,310) and torsional loads. Flow Rate. gpm (L/min) Right-CheckT"^ valves and associated equipment Technical Data should periodically be given a thorough inspection Valve Size Face-to-Face Shipping weight and test. NFPA 25 provides minimum maintenance Dimensions requirements.Check valves should be inspected and 2ti2 (65mm) 7.03 (178mm) 9 lbs.(4kg) operated at least annually. Parts should be replaced 3 (80mm) 7.62 093mm) 11 lbs.(5kg) as required. When Model G Swing Check Valves are installed 4 (100mm) 8.44(214mm) 17 lbs.(7.7kg) 6 (150mm) 10.25(260mm) 38 lbs.(17.25kg) vertically, the direction of the flow arrow must point upward. For horizontal installations, the hinge pin Approvals must be located at the top. 1. Listed by Underwriters Laboratories, Inc. Valve Description 2. Underwriters Laboratories certified for Canada. 1. Rated working pressure 250 psi (17,25 bar). 3. Approved by Factory Mutual Research Corp.' 2. Factory hydrostatic test pressure 500 psi (34,5 bar). 4. NYC MEA 258-93-E. Note: 1 bar-100 kPa 'FM Approved both a"Single"check valve and"Anti-Water Hammer"check valve. The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon,New York10552 Parts List - Refer to Figure 2 Item Part Name Material Quantity Part Number 2"(65mm) 3 (80mm) 4 (100mm) 6 (150mm) 1` Valve Body Gray Iron ASTM-A48 Class 30A 1 91005022 91005023 91005024 91005026 2` Seat Bronze C83600 orC93200 ASTM-B505 1 96020200 96020300 96020400 96020600 3 Clapper Stainless Steel 304 ASTM-A240 1 91816112 91816113 91816114 91816116 4 1 Facina Seal" EPDM Rubber 1 1 95520200 95520300 95520400 95520600 5 Ciampi g Ring Stainless Steel 304,ASTM-A240 1 95290300 95290300 95290400 95290600 6 Gasket" EPDM Rubber 1 93720302 93720302 93720604 93720604 7 Spring Stainless Steel 302 ASTM-A313 1 96400300 96400300 96400400 96400600 8 Hinge Pin Stainless Steel 303 ASTM-A582 1 95000280 95000300 95006824 95000600 9 Bolt Stainless Steel 304 ASTM-F593 1 91090300 91090300 91090400 91090600 10 Locknut" Stainless Steel 303 ASTM-F594 1 94911420 94911420 1 94913816 94913816 11 Plug,y NPT Steel 1 95201800 95201800 95201800 95201800 12 Plug,y NPT Steel 1 Optional Optional 98604402 Optional Replacement Seal Kit 1 6888040025 6888040030 6888040040 6888040060 'Not field replaceable. Valve Disassembly 1 Close the main water supply valve and drain the L system. 2. Remove the check valve from the piping system. Y T P? S 2 3. Inspect the Seat (2) for any cuts, scrapes and dents. Replace the valve if any damage is found. 4. To replace the Facing Seal(4),remove the Clapper (3), unscrew the Locknut (10) and remove the Retention Bolt(9). Valve Reassembly 1. Thoroughly clean the Clapper (3). Insert the Retention Bolt(9)with a new Gasket(6). - 2. Place the new Facing Seal (4) and the Clamping Ring (5) against the Clapper (3). Tighten the new Locknut (10)to 21 in.-Ibs. (2.37N•m)torque in 21/2 (63mm) and 3 (76mm) sizes and to 52 in.-Ibs. (5.87N•m) in 4 (101mm)and 6 (152mm)sizes. to 3. Insert the clapper assembly into the valve through 9 the downstream opening.Reinsert the Hinge Pin(8) e r while holding the coils of the properly oriented 3 A 3 Spring (7) in place. Install the hinge pin Plug (11). Figure 2 4. Reinstall the check valve in the system. 5. Place the system back in service. Ordering Information Specify: 1 Model G Right-CheckTM Valve. 2. Size. 3. 1/2 NPT(R1/2)optional supply side connection for valve sizes other than 4 (100mm). Contact the installing contractor or Reliable if any difficulties are experienced.Should replacement parts be needed,use only genuine Reliable parts. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ® �yuad Paper. Rel (800)431-1588 Sales Offices (800)848�051 Sales Fax Revision lines indicate updated a new data. iabld (914)668-3470 Corporate Offices wvaw.reliablesprinkler.com Internet Address EG.Printed in U.S A.051e1 PA49999970071 sew Assemooes NIKING4 " Floor Control E _ _ A • built in test port allows hydrostatic �' o r testing without draining the system c � � , 1E 6 10 • unique configuration eliminates need to i `ii —~ h s I-K j e drain system before installing relief valve . •available with PRV to meet NFPA 13 'W;. ,' requirements for gridded systems and any A ` - - ` system requiring a pressure relief valve • 1-1/4 to 2"sizes available in cast bronze Floor Control • o bodies with AGF TESTanDRAIN valve „* „* „* „* „* • 2 — 6" sizes available in fabricated steel Size 1 1/4 11/2 2 2 21/2 3 4 6 bodies with AGF TESTanDRAIN valve A 141/2 " 151/2" 151/2" 161/2" 161/2" 161/2" 181/2" 181/2" • all sizes include mandated NFPA 13 B 14" 141/4" 14 3/4" 16" 161/4" 16 3/4" 20" 22" N Inspectors Test connection (3/8"to 14k ESFR), C 4 3/4 " 4 3/4" 5" 51/2" 5 5/8" 5 2/8" 8" 9" and flow switch,gauge and gauge valve D 61/2" 6 3/4" 7" 7112" 7 5/8" 7 7/8" 81/2" 9 112" • threaded connection to 2" and grooved E 1 11" 12" 12" 13" 13" 13" 13" 13" connection in 2' and above without— Residential Residential ' ; Size 1" 1 1/4" 1 1/2" 1 1/2"* 2" 2"* • 1"size fits in stud cavity with drain connec- A 10 3/4 " 11" 12" 161/2" 12' 161/2" tion for 1/2"hard pipe or standard garden hose A • 1-1/4 to 2"has built in test port which allows r sy. B 121/4" 121/4" 12112" 131/8" 13" 14 3/4" hydrostatic testing without draining the system i` $ C 4 3/4 " 4" 41/8" 3 3/4" 4 3/8" 5 1/4" •prepackaged economical riser for 13D/1311 I ---- residential fire sprinkler systems U c D 61/4' 6 112" 6 5/8" 7 3/8" 6 7/8" 71/2" .UL listed,domestically produced cast bronze _sidential s body has 300 psi rating with PRV Y't.. 1 •all sizes include mandated NFPA 13D k-factor Size 1 1 1/4 11/2 11/2 2 2 test connection o A 10 3/4 " 14 3/4" 151/4" 17 3/4" 151/41, 19" •unique optional combination of pressure relief, 11. A test and drain valves B 121/4" 15" 151/4" 15 3/8" 15 3/4" 17" , I _�, "" �� optional relief valve can be installed or C 2 2/8 " 4" 4 1/8" 3 3/4" 4 3/8" 5 1/4" oserviced without draining the system t 1 •riser components easily replaced in the field D 6 /4" 6 12" 6 5/8" 7 3/8" 6 2/8" 71/2" c •includes Potter flow switch with retard option commercial "Shot Gun" • complete, prepackaged assembly of all equip- • available with PRV to meet NFPA 13 require- ment required for commercial applications ments for gridded systems and any system requir- • prefabricated riser includes Potter flow switch, ing a pressure relief valve gauge, 3-way gauge control valve and appropriate • 1-1/4 through 2" sizes available in cast bronze drain valve and complies with NFPA13 bodies • fully assembled, easy to install compact unit • 2 — 6" sizes in available fabricated steel bodies saves time and money with uniform length to speed layout and installation • �Ep j Size 11/4" 11/2" 11/2"" 2" 2*" 21/2" 3"* 4"" 6"* ' A A 11 12" 161/2" 12" 161/2" 17 3/8" 17 3/4" 17 3/4" 17 3/4" B 121/4" 12112" 131/4" 13" 151/8" 17 3/4" 181/2" 21" 23" C 4 " 41/8" 3 3/4" 4 3/8" 53/8" 5 3/8" 5 5/8" 7„ 8„ D 61/2" 6 5/8„ 7" 6 7/8" 71/2" 7 3/4" 8" 8 1/2" 9 1/2" D--L c—� E 11" 12" 13" 12" 13" 13" 13" 13" 13" s 'fabricated steel body version a s. NIKING� Viking Rises To Any Occasion. 77 R } � l Residential Floor Control Commercial What is it about Viking SupplyNet's Perhaps it's because these riser assem- complete riser assembly offering that's blies don't just cover every application, causing more and more contractors to they also cover all the variables within stand up and take notice? an application — offering a large range of orifice sizes (from 3/8 to 14k ESFW It could be that now there are conve- to comply with NFPA 13 and 13D orifice- nient, prepackaged riser assemblies to specific testing requirements; pipe sizes meet any need: commercial "shot gun;' from one to six inches; and cast bronze residential, and floor control. Everything or economical steel fabricated bodies, t you need is available in one convenient depending on the application. So you package from the most trusted name in get far more choices, with far less hassle. fire protection: Viking. Or, it could be that whichever Viking and It could be that each Viking and AGF AGF riser assembly you choose doesn't riser assembly comes packaged with just meet NFPA standards. It also meets high quality standard components that ours. Standards for quality, innovation, are easily replaceable in the field, like and customer service that are far above • UL listed and FM approved gauges, the industry average. Potter flow switches, and AGF valves. It's a commitment we bring to every Maybe it's because each riser assembly is product we make. As well as every engineered not only to fit the installation, product we sell. Because when you have but also the installer — with compact, light- a fire protection need, we want you to weight designs and unique configurations think of Viking first. from AGF and Viking that make it easy to save time and prevent problems on site. No matter what the occasion. Worldwide Fire Protection www.vikingsupplynet.com �"yC0 Flo w Tyco Fire Control Products BlazeMaster FIRE SPRINKLER PIPE & FITTINGS SUBMITTAL SHEET Tyco F/RE PRODUCTS 451 North Cannon Avenue Lansdale, Pennsylvania 19446 www.tyco-fire.com TECNN/CAL SERVICES TEL: (800) 381-9312 - FAx (800) 791-5500 E-MAIL: techserv@tycofp.com No. 19-1.5 TD915 4-1.1.20 9;2001 �o Introduction Tyco Fire Products(TFP)BlazeMastere'CPVC pipe and the same time,they provide superior heat resistance and fittings are designed exclusively for use in wet pipe strength as compared to traditional CPVC and PVC piping automatic fire sprinkler systems.They are made from a materials used in the plumbing trade.Various adapters are specially developed thermoplastic compound composed of available to connect CPVC pipe to metallic piping.All female post chlorinated polyvinyl chloride(CPVC)resin and state of pipe thread adapters have brass inserts for durability. the art additive s.TFP BlazeMaster*CPVC products are Grooved adapters connect directly to grooved end valves easier to install than traditional steel pipe systems, and at and metallic pipe,with flexible grooved end couplings. Technical Data Sizes: 3/:—3" Manufacture Source: U.S.A. Maximum Working Pressure: 175 psi Material: Approvals: UL, FM, CUL, NSF, Dade County, LPCB, Pipe: ASTM F442, SDR 13.5 MEA,and the City of Los Angeles Fittings: ASTM F438(Sch.40)and Note: See current TFP BlazeMaster Installation Instructions and ASTM F439(Sch.80) Technical Manual,for exact lislinglapproval information Color: Orange Pie Nom.Pipe Size Avg.O.D.Inches Avg.I.D.Inches Wt.Lbs./Ft. Wt.11:0 filled Pipe LbsJFt. Ft.of Pipe per Lift WL per Lift Lbs. 3/: 1.050 0.874 0.17 0.43 7875 1413 1` 1.315 1.101 0.26 0.67 5040 1320 1'/." 1.660 1.394 0.42 1.07 2835 1191 11/:" 1.900 1.598 0.55 1.40 2205 1136 2" 2.375 2.003 0.86 2.20 1260 1063 2 1/a" 2.875 2.423 1.26 3.22 1215 1531 3" 3.500 2.952 1.87 4.79 720 1344 Fittings T/O , Tio 450 Elbow _ _ T/O Reducing _ 900 Elbow 900 Elbow } T/(2 MU i Part No. Size Sch. T/O Wt. Part T/O Wt. Part No. Size Sch. T/O Wt. 80050 3/." 40 3/9" 0.08lb. No. Size Sch. 1 2 lb. 80025 3/: 40 °/,B" 0.09lb. 80051 1" 40 3/b" 0.11 lb. 80032 1 x 3/: 40 1"/,: t3/+d 0.16 80026 1" 40 3/: 0.14 lb. 80052 1 Y." 40 3/: 0.20 lb. 80027 11/4* 40 %' 0.21 lb. 80053 1'/z" 80 '/+e' 0.31lb. 80028 11/z' 80 1'/+e" 0.40lb. 80054 2" 80 3/: 0.56lb. 80029 2" 80 11/." 0.79lb. 80055 21/: 80 3/." 0.89lb. 80030 21/:" 80 11/z' 1.14lb. 80056 3" 80 1' 1.19lb. 80031 3" 80 1113/,e" 1.82lb. IT/D' Tro m � i Tee _ _ Reducing _ _�__ Cross Cross T/O T/0 T/O t 1 T/o TA D' TN' T/O m T/O Part No. Size Sch. T/O Wt. Part T/O Wt. Part No. Size Sch. T/O Wt. 80000 3/: 40 % 0.11lb. No. Size Sch. 1 2 Ib. 80009 3/: 40 °/,e' 0.13lb. 80001 1" 40 3/4- 0.1 11b. 80015 1`x3/:1 40 "/+e "/,e" 16.26 80010 1" 40 'shs 0.23lb. 80002 11/: 40 IW 0.26lb. 80011 11/." 40 /5/,e" 0.34lb. 80003 1%" 80 1" 0.51 lb. 80012 11/i 1 80 1'/,e' 0.67 lb. 80004 2" 80 13/e" 0.90lb. 80013 2' 80 1%" 11.00lb. /:80005 21 " 80 ie/+e 1.59lb. 80014 2'h" 80 1°/,e 11.911b. 80006 3" 80 1"/,e' 2.41Ib. 80008 3" 80 17he"F2.89lb. ro o�... T/O T/O ---i T/O Coupling _ _ Cap _ Reducer _. Bushing I Part No. Size Sch. T/O Wt. Part No Size Sch. T/O I Wt. Part No Size Sch. T/O Wt. 80200 1"x 3/4' 40 '/,a 0.04 Ib. 80075 3/: 401 'h" 1 0.07 Ib. 80100 3/." 40 e/,: 0.04 Ib. 80201 11/:x 3/: 40 '/,: 0.11 Ib. 80076 1" 401 1W 1 0.1 1Ib. 80101 1" 40 3h" 0.06 Ib. 80202 11/4"x 1" 40 3/,e" 0.12 Ib. 80077 174" 40 3/,e" 0.12 Ib. 80102 11/." 40 Ih" 0.10 Ib. 80203 1 1 W x 3/4' 80 W 0.16 Ib. 80078 1'h" 80 '/,e" 0.251b. 80103 1'h' 80 `h" 0.20 Ib. 80204 1'h'x 1" 80 1/2" 0.14 Ib. 80079 2" 80 3/,e" 0.38 Ib. 80104 2" 80 3h" 0.31 Ib. 80205 1'h"x 11/4' 80 3/e' 0.17 Ib. 80080 21h' 80 3/,e" 0.67 Ib. 80105 21h' 80 IW 0.58 Ib. 80206 2"x 3/: 80 3/: 0.271b. 80081 1 3" 80 3/,e" 0.91 Ib. 80106 3" 80 1" 0.88 Ib. 80207 2"x 1" 80 "/,e" 0.26 Ib. 80208 2'x 11/4' 80 e/,e" 10.24 Ib. TIO 80209 2'x I 80 '/,e" 0.19 Ib. Grooved 80215 2'h"x 1" 80 115/,e" 0.42 Ib. Coupling _ Pipe O.D. 80214 21/2'x 11/4' 80 13/: 0.45 Ib. Adapter _-1 80213 2W x IV 80 1% 0.46 Ib. 80211 2'h"x 2" 80 13/,e" 0.29 Ib. Part No. Size Sch. T/O Wt. Pipe OD 80210 3'x 2" 80 2 3/,s" 0.72 Ib. 80160 11/:x 11/."Grooved 40 2'/,e" 0.78 Ib. 11/4' (1.660") 80212 3"x 21h" 80 1'S/,e" 0.47 Ib. 80161 1'h"x 1W Grooved 80 2 5/,e 0.95 Ib. 11/2(1.900" 80162 2"x 2'Grooved 80 2 e/,e" 1.42 Ib. 2'(2.375') 80163 21h"x 21h'Grooved 80 2 S/,e" 2.28 Ib. 2V(2.875") Tro, 80164 3"x 3" Grooved 80 21/." 3.00 Ib. 3" (3.500" Reducing f7l _I 80168 3"x 76.1 mm Grooved 80 21/." 2.72 Ib. 76.1 mm(3.000" Tee Tro' Tro' T/O Part T/O Wt. No. Size Sch. 1 2 3 Ib. Female 80132 3/."x 3/."x 1' 40 3/: 3/4" 3/e 0.14 Adapter 80133 1"x 3/4"x 3/: 40 'h" "/,e" 3/: 0.14 80134 1'x 3/:x 1" 40 3/: 3/: 3/; 0.17 Part No. Size Sch. T/O Wt. 80260 1'x 1"x 3/4" 40 3/: 3/: "/,e 0.16 80142 3A x 3W NPT 40 3/e" 0.41 Ib. 80135 11/:x 1'x 3/: 40 '/,e 3/: "/,e" 0.21 80145 1"x 1"NPT 40 3/: 0.63 Ib. 80136 11/:x 1"x 1' 40 17,e" 3/; "/,e' 0.22 80146 1'/4"x 11/4" NPT 40 Vs" 1.03 Ib. 80137 11/4"x 1'x 11/." 40 73/le" "/,e" 13/,e' 0.26 80147 11h-x I V NPT 80 10 1.42 Ib. 80261 11/:x 11/:x 3/." 40 % V '/e" 0.23 80148 2"x 2"NPT 80 1 13/; 2.66 Ib. 80262 11/:x 11/:x 1' 40 3/: 3/: '/e" 0.26 80138 11/:x 11/:x 1'/z 80 1" 1' 1" 0.43 Tro 80140 1'h'x 1'/i x 3/: 80 1h" %" 1" 0.36 80141 1'h'x 1'/4"x 1" 80 1h" 3/e" 1'h' 0.38 Male _ __ _ 80263 1'h'x 1'h'x 3/4' 80 e/,e" 9he" 1" 0.36 Adapter 80264 1'h'x 1'h'x 1" 80 she" '/,e' 1" 0.38 80275 11/2"x 11/2"x 11/: 80 '/: '/; 1" 0.45 Part No. Size Sch. T/O Wt. 80265 2"x 2"x 3/4" 80 3/4' 3/: 13/6 0.61 80157 3/:x 3/;NPT 40 15/,e' 0.33 Ib. 80266 2'x 2"x 1" 80 7/e" '/e' 13h" 0.66 80158 1"x 1`NPT 40 1%" 0.56 Ib. 80274 2"x 2"x 11/4" 80 1" 1" 13/: 0.74 80267 2"x 2"x 11/i 80 1'/e" 1'/e" 13/: 0.78 T/O 80271 1 21/2"x 2'/=x 1' 80 1"/is" 1"/,e"" 1'/,6' 1.43 80272 21/2'x 21/2 x 11/: 80 1"/,: 117,e" 19/,; 1.46 Reducing _ _ 80273 2'h"x 2W x 11/Z 80 11 hs 1"/,e' 19/,; 1.48 Coupling - - 80276 21h"x21/2 x 2" 80 1"/,: 1"/,: 19/,e" 1.50 80270 3"x 3"x I V 80 1314" 13/: 113/,e" 2.28 Part No.I Size I Sch. T/O Wt. 80268 3"x 3'x 2" 80 13/." 13/: 1 VA 2 25 80220 11'x 3/:1 40 1 Ih 0.08 Ib. 80269 3"x 3"x 21/z 80 13/." 13/." 1 111h.-I 2.44 ISO T/O Tro Sprinkler Head Adapter _ Sprinkler Head Adapter _ with Brass Threaded Insert Ei6 with Brass Threaded Insert Part No. Size Sch. T/O wt. Part No. Size Sch. T/O wt. 80175E 3/;x'h"NPT 80 "As 0.20 Ib. 80175W 3/."x'h" NPT 40 '/+B 1 0.19 Ib. 80176E 1"x'h" NPT 80 'h; 0.22 Ib. 80176W 1 1"x'/2 NPT 40 '/+e" 0.18 Ib. 80177WL 3/4"x'h" NPT 40 B/+a' 0.16 Ib. 80179 1 x 3/: NPT 40 3/4" 0.431b. Tio' i T/O Back-to-Back Cross - Sprinkler Head Adapter with Brass Threaded Insert (Spigot) __ L Tro' with Brass Threaded Insert Tro' Tro' Part No. Size I Sch. T/O —W Part T/O Wt. 80177L 3/:x'h* NPT 40 'h" 0.16 Ib. No. Size Sch. 1 2 Ib. 80178 1 1"x'/:" NPT 40 'h' 0.20 Ib. 80462 1`x 1"x'h" N PT x'h"NPT 40 s/e" 1'h. 0.46 80463 1"x 1"x'/s'N PT x'h"NPT 40 s/e` 1 she' 0.47 Tro' Sprinkler Head Adapter 900 Elbow -- with Brass Threaded Insert T'O' Back-to-Back Tee �ikT/o with Brass Threaded Insert ITro ' Part T/O Wt. Part Size Sch. T/O Wt. No. Size Sch. 1 2 1b. No. 1 2 Ib. 80199 3/4'x'h'NPT 40 s/e" 's/+e" 0.20 80459 1"x'h" NPT x'h" NPT 40 "he" lshe" 0.48 80189 1"x'h" NPT 40 13he" 13/+e" 0.26 80460 1"x'h" NPT x'h" NPT 40 "he' 1'h' 0.46 Part T/O Wt. No. Size Sch. 1 1 2 1 3 Ib. 80250 3/."x 3/e"x'/2' NPT 40 s/e` s/e" 1" 0.22 80251 1"x 1"x'h"NPT 40 "he" "he" 13/+e' 0.29 80249 1'x 1"x 1"NPT 40 'she" 'she' 1'/+e' 0.73 Sprinkler Head Adapter 1TV Tp80256 1'h`x 1"x'h" NPT 40 'he" eh: We" 0.30 Tee 80252 1'/:x 1'/;x'/z NPT 40 'he Vie" 1'h" 0.31 with Brass Threaded Insert 80257 1'/:x 1'/:x'/z NPT 80 ehe' %" 1'he' 0.43 TroP 80254 1'h"x 1'/i x'h"NPT 80 "he" 9/+e 1'/+e' 0.46 80258 2"x 1'h'x'h"NPT 80 'h" s/e` 1 sh` 0.56 80253 2"x 2"x'/z NPT 1 80 '/i '/' 15/e" 0.62 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten(10)years against defects in material and workman hi when paid for and properly installed and maintained under normal use and service. This warranty will expire ten(10)years fmm date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse,improper installation,corrosion,or which have not been installed,maintained,modified or repaired in accordance with applicable Standards of the National Fire Protection Association(NFPA),and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced,at Tyco Fire Products sole option. Tyco Fire Products neither assumes,nor authorizes any person to assume for it,any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or Incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE,IN CONTRACT,TORT,STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY,FOR INCIDENTAL INDIRECT,SPECIAL OR CONSEQUENTIAL DAMAGES,INCLUDING BUT NOT LIMITED TO LABOR CHARGES,REGARDLESS OF VMETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCT'S LIABUM EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. tL1CO/Flow Control/Tyco Fire Products I" TOLC Y . www.tolco.com 00 Fig. 200 - "Trimline" Adjustable Band Hanger . Size Range — 1/2"thru 8" pipe �� Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping - purposes. Knurled swivel nut design permits hanger , adjustment after installation. Features— ` • (1/2"thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from 8 abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily A installed around pipe. ti • (21/2"thru 8" Spring tension on nut holds it t securely in hanger before installation. Adjusting nut is easily removed. Approvals— Underwriters'Laboratories listed (1/2" thru 8") in the USA(UL) and Canada (cUL) for steel 1 2 THRU 2 INCH PIPE 2 112 THRu 8 INCH PIPE and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4"thru 8"). Conforms to Federal Specifications WW-H-171E,Type 10 and Manufacturers --- Standardization Society SP-69,Type 10. Maximum Temperature—650°F Finish — Mil. Galvanized. For Stainless Steel materi- als, order TOLCOT'" Fig.200WON. Order By— Figure number and pipe size Dimensions •Weights Pipe Rod Size Max.Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3'/, 25/, 400 11 3/4 3/8 8mm or 10mm T/s 21/2 400 11 1 3/8 8mm or 10mm 33/a 2% 400 12 1'/. 3/8 8mm or 10mm 33/. 27/, 400 13 1% 3/8 8mm or 10mm 31/, 21/, 400 14 2 318 8mm or 10mm 4% 3 400 15 21/2 3/8 10mm 55/e 414 600 27 3 3/8 10mm 51/, 4 600 29 31/2 3/8 10mm 73/, 51/. 600 34 4 3/8 10mm 71/, 5 1000 35 5 1/2 12mm 91/5 61/. 1250 66 6 1/2 12mm 101/, 63/. 1250 73 8 1/2 12mm 1311, 83/. 1250 136 ® Office/Manufacturing Facility•1375 Sampson Ave.•Corona.CA 92879•Ph: 951.737.5599•Fax: 951.737.0330 Customer Service•800.786.5266 www.to%.com QPTOLCO www.tolco.com 0r Fig. 98 - Rod Stiffener Size Range — Secures 3/8" thru 7/8" hanger rod =! Material — Carbon Steel Function — Secures channel to hanger rod for vertical seismic bracing. v. r Finish — Electro Galvanized Note—Available in HDG finish or Stainless Steel materials. Order By— Figure number Fig. 99 - All Thread Rod Cut to Length Size Range— Secures 3/8"thru 7/8" rod in Dimensions •Weights 1" increments Rod Max.Rec.Load Lbs. Material — Carbon Steel Size For Service Temps Maximum Temperature—750°F "'N�k650°F 750°F 3/8 610 540 Finish — Plain 1/2 1130 1010 Note—Available in Electro-Galvanized and 5/8 1810 1610 HDG finish or Stainless Steel materials. 3/4 2710 2420 Order By— Figure number, rod diameter, rod 7/8 3770 3360 length and finish Fig. 100 - All Thread Rod Full Lengths Size Range — Secures 3/8" thru 7/8" rod in 10'lengths Material — Carbon Steel Maximum Temperature —750°F Finish — Plain Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter and finish Dimensions •Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 112 11630 10370 510 ® Office/Manufacturing Facility•1375 Sampson Ave.•Corona.CA 92879•Ph: 951.737.5599•fax: 951.737.0330 Customer Service•800.786.5266 www1okmcom TM Ad 6 LIZ FM C ®U L US APPROVED LISTED 8007957 GST 10 X CPVC 1-1/2 300 1.5 8020957 SWG 10 X CPVC 1-1/2 300 1.5 8008957 GST 20 X 2-1/2 850 1.5 X 4 1475 1.5 8068925 GST 20 SS X 2-1/2 850 1.5 8010957 GST 30 X 4 1500 1.5 X 4 1475 1.5 8009925 GST 25-380 X 4 1500 1.5 4 1475 1.5 8022925 SWG 25-380 X 3-1/2 - 4* 1500 1.5 4 1475 1.5 8021957 SWG 20 X 2-1/2 -3** 1250 1.5 8073925 SWG 20 SS X 2-1/2 1250 1.5 8139957 SH GST 20 X 3 1050 1.5 X 4 1475 1.5 8141957 SH GST 30 X 4 1500 1.5 X 4 1475 1.5 8140957 SH GST 20 SS X 3 1050 1.5 8142957 SH GST 30 SS X 4 1500 1.5 m UL Max Pipe UL Ti "MMum M Minim t FM Max F Test 9' P/N STEEL UL Steel FM Steel Size, in. ee Pipe 8038957 DSTR 1 X 4 1500 0.035 X 4 1475 0.1050 8037957 DSTR 1-1/2 X 4 1500 0.035 X 4 1475 0.1050 8039957 DSTR 516 X 4 1500 0.037 X 4 1475 0.1050 8045957 DST 516 X 4 1500 0.188 X 4 1475 0.1875 8046957 TEK 50 X 4 1500 0.250 X 4 1475 0.1875 8055957 SWDR 1 X 4 1500 0.037 X 4 1475 0.0600 8056957 SWDR 516 X 4 1500 0.037 X 4 1475 0.0600 8054957 SWDR 1-1/2 X 4 1500 0.037 X 4 1475 0.0600 8137957 SH DSTR 1 X 4 1500 0.035 X 4 1475 0.1050 8138957 SH DSTR 1 SS X 4 1500 0.035 8150922 XP 20 X 2 750 0.027 X 4 1475 0.1050 8153922 XP 35 X 3-1/2 1250 0.043 X 4 1475 0.1050 X IN CONCRETE FM FM Max FM Test Pipe Size Load 8159957 CST 20 X 4 1475 3000 PSI 8061957 SWC 20 X 4 1475 3000 PSI *SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2" SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4" **SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" ■ **SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3" Fi I Bu'Idex UL and FM tests were performed in compliance with NFPA-13 Standards. www.ltwbuiidex.com Fastening requirement: 5 times weight of water filled schedule 40 pipe 250 pounds. 800-284-5339 SSS22 Identification :La_T Signs i Description Installation Specs Manufactured from .020" Installation of the 6" x 2", Material: white coated aluminum. All 5" x 7", and 9" x 7" alumi- .020" aluminum w/ sign types are screen num signs is accomplished removable plastic printed with a fade resistant by several methods. The coating red ink. Each sign is shipped most common installation Sizes: with a clear protective plastic procedure is to use #16 6" x 2" coating which can be re- Single Jack chain to hang 5" x 7" moved at time of installation. the sign on the area being 9" x 7" Each sign type meets or identified. Since all of the exceeds NFPA13 require- above mentioned signs are Available designations: ments. All signs (except 7" predrilled at all four corners, round) are drilled in four the last link of the chain can See current catalog for a full corners to allow for easy be opened and hooked listing of all available signs. installation. All signs (except through through the top 7" round) may be installed holes on the signs and hung with sign chain or with any on the appropriate valve or fastener that is suitable for piping. The signs may also the material that the sign is be fastened to a flat surface being attached. The 7" with fasteners appropriate to round bell signs are center the base material. (The 9" x drilled to allow for installation 7" Fire Alarm Bell sign must directly to the bell gong be drilled to be attached assembly. Type "A" 9" x 7" directly to the bell gong.) Control valve signs are drilled with the same four hole pattern as Type "B" 6" x For questions: 2" signs to allow for 1 800 344-1822 attachement of Type "B" to 1 800 344-3775 Fax Type "A". http://www.fppi.com © 1996-1999 Fire Protection Products,Inc. REVISIONS * DATE NOTE 1 03/03/09 SUBMISION 155UE // /// /// BEDROOM BEDROOM \/ BEDROOM = BA B TH = / / / / / O/ �� ATH 1" Q 1" 1" / / / / / CI N 9-b In "IN 2 ID-9 V 0- r � BEDROOM / D 00 // // � /B/- " REMOTE AREA-11� BEDROOM n 13 1 a 9 / / / // / / -1 5-5 2�� ID-9 / / / 64S SQ. FT. NO r 9�'2 ► In NALL `N /// //9 '/Q// / ,�, HALLO m QTY-04 NDS FALL I" I-IDy2 10-1 4-1 = a, 4-1m _ 5-1 2 B ; e = - - 'lID alp. 4-1 = 1ID- a? / 1-2 / .05 C�PM/5Q. 1=T. / / lj / r ' /r / / / ::.:.:,:.... .. .: DENSITY r----, - 61 I-I n = �2'/2 / / / / ♦ --- �, I-I 1 / --- a 3-g N ;' 3-9 c' 2 n KITCHEN I--� / // // / // /� // // // / .,,.., ._ - /KITG�H / / r< ,. :►. ;.:,: KITC ro) I" t" <: / LIVINC / / / / Llk/INC� / r',: PATIO' :.y is i, LIYIN �-5/2 ow 8-ID 8-ID 11-11/2 - tj. KITCHEN LIVING __ Ref. O i . _ / /i / / / {' k•• 1--- — ---- AIn BA ,� �� BEDROOM BEDROOM \/ t = - In � � ATH In ID-u ° In ID-9 BATH �� 9-bi -912 _m-9 ,n a 1" _�e BEDROOM BEDROOM BEDRO �� _9 _8 BEDROOM 11 . r 5-5 2 9-1 Q . � HALL i HALL r t� M'ID,/ 1' ALL IN 1-m�2 iID-1 - 4-1 6, 4�1ID 4- z 4-1 1ID- 2 1-211/2 HALL - ' In r---� .:.,::..:.•... ,....:...:::.-. r--- g= @ 9 n I■ rn 1-2tr2 --- - e - M I■ 3-9 _ . 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ATH EDROOM -' in ID-41/2 /\ /\ In b 2 $-11 8-1ID BAT \/ O EDROOM N AT N �� BEDROOM ------ Q 7011 O — _ Q i LIVINGcp ' ,• "' ,: r: T r'^'H' " 'v . u ID s1� I• ® 1" I• ® In �,� ,� PATIO M ' A 10 :� P I jt`, KITCHEN PATIO .i. 5 n-b _ .. _: L f':;_.; LIVING _ O s-ID 8-m 1m-u , _� KITCHEN LIVING :.L:::� .,_• 9'-2 � KITCHEN r � �.;`: . \. �,. <nr,x:j: ',r ;ii {�•.�;-:- ,�:�. :rs LIVING 0- u ID-9 --- KITCHEN -- I■ I" 61 :i,'.w�• :t:: .?r"•:,.:':'mot;. :✓a : .�.r..•�•:' -i L—_J g _ a i" 1 ■ I�° Iy" in HALL A IV2' NALL = to - 9-s " 1" ■ ID--111J2 "' 11/■ p/■ n N 3-bee _ 9 ,�-I �Il - In 2 5-1 a� 3-Im 2 2-1'h BEDROOM rn 1tALVA I �/ P TI " ATI is in BEDROOM r _ BEDRO01'� .-P_k 5-3 2 BEDROOM BEDROO ,;; f DROOM BEDROOM a _ BAT , .• ;�:...;. ;.; ,.;__:y an ,® •j'j sl�k t::i '.ti>�,+1�::� `�`:n1•r,ilf..o%',. �:" r r.�.'i T1":v r•`' f•:•;;•'' \/ _I 2 /\ BEDROOM n I 11/" I \ I ZF__� 1921I 0-101/2 I KITCHEN 2-ID = \°/ ® I 1In I1 t9 01'2 ni Ii■ 3-lKITC IS SKI EN BEDROO BEDROOM LIVING BEDROOM SEE RISER DETAIL _ n O i 0 u B H FOR TYPICAL RISER ASSEMBLY . ' / ^ � Mb = - - . 1' "= WIRING BYCO BELL THERS BEDROOM LIYINC LIYINC�4 1m 2 o 4-2 2 Lur 00 °iI° T �y U BEDROOM - - I �'� �_ -_ =I t-- I.- � l 1 11 9 1" m— W Q =Q ' 5!'2 =!F, \/ \°/ J 1— I— ~n F—f— �\ f - W Q GO= QF- �- BAD �- r -� _ JBATH rr cn = = w A H rL -11-0 HALL � , I I -/ LU 0 0 n Q�p „ , t I I plp oo ao I I HA w� (r �� l u -81/4 11'2 lye . — u i i� fi HALL II -- L .I �_O W a 0 O— W O W� QF— ZUOpZ�W i" .2 4 I-3 111/2N II/n ID- y■ I II I ■ p/n ==m-b 1y" 1 " 3-8 1- 0 1 4_m ® o a ATH ` 1'/i° -II 2 4-b 13-Iml/2 2"3-b 4 ,� 5-ID 2 I'J2", II-4 /2° 3-1 1' BATH 1-2 ID-8'/ - �. _ 1-21/2 - ( Q- Wit W " 2 t" m-u e ID _ BATH KITCHEN <= J o o=o W Q ~ C��Q:2 y \ / LIVING C'3'-2 L�YINGx 2 BEDROOM LIVING KITCHEN I I 1 cn F- Q F- /°\ 11. I KITCHEN =r Q~ o = J ��zoQ�� a z .Jmz � U � Un =p Q .:_�_>..r��Y.� �w,.c : ;, ',:.%:•� '.'.:•: ^:'.._�' ;�'.' %':�.• 1'';:t3�:..�t:<I a, Z LLI z F-W�f- W J.t •a,�'T:;.i:.`•r,r. "..t:';.5. 3.` >. r h..-S. �'` 1 � O Z Q � O n-(7 - ' BEDROOM BEDROOM a w w U x 71 ` t', i TI 2,1m �zo � rj �mZcn � cn 17 _ wO�w O T-A BEDROOM m z > (n U )J¢ Z F— EDR In t' _j o "ry': I.r•i.+'.e. 'i`.� i! :�'�• .e:v,` }.A'r rt 5.:,,..p•� at�.,,�r ,. t� Y = LL- Z(noZJ Q � ZO �D NQZ W� LL,M < Q� W J 2 U I-_,Ld Un Of O cn tl F- lY U Z nW ZYcl1 OZOWYW �Lj fr � w 0QWO� � = o it Z it Ur tr a- 0 h z U_ Un Li Q r�O lJ (n U SEAL r' cv V' G� T U 4 2N FLOOR FIRE LAYOUT. 5I�ILDIN 1 THRU 4 l5�T FLOOR, FIRE PROTECTION LAYOUT. I�fLDING 1 � D � � � NOT LESS THAN �I'/2"--� 2�NOh1.Ml�l(6RANCNE$) �-I�i2■ u_ I u � L1c. 13.0001" SCALE: 1/8"=1'0" 2'NOMINAL UgDTH 3 MIN.(MAINS) 1te. SCALE: 1/0 -10 7 r �— Nor LESS THAN 3"NOMINAL NOT LE 3'WK JOIST THICIOESS(21/2") JOIST-- THICIOESS(21/2') (DEPTH OR SIDE OF (DEPTH OR SIDE OF VERTICAL MEM M VERTICAL MEMBER) 2'MIK PEN. 2112'MIN•(BRANCHES) SIM FOR VERTICAL USE. 3n MIN (MAINS) o I I�lK HEAD �1�1�1 D t �sTl0—yLi La1 1= 5FRIWLER HEAD 5CHEDUL F L R �ACE � o SAMMY SUPER SCREW "GST" SAMMY SUPER SCREW "SING" Z o `" o • 95 C1/2"K=�2) T�1'CO LI=11 T�1'2r✓-9(o 1�0° RESIDENTIAL CONCEALED fiNDNT UJITI-I UJ+�IT COVER �L�4TS Q 91 Cl/2",K=4.2� Tl'CO L1=1! T�r'1334 iB3° UPI-IITE RESIDENTIAL I-ISU� 51=1�INKLEIZ WOOD JOIST DETAIL 3 WOOD JOIST DETAILS W 00 12 (1/2")K=42) TYC;O LEII TY2E96 160° RESIDENTIAL CONCEALED PENDENT WITH WHITE COVER FLATES �nloscAL>=� crroscaLe� �-., Lu w QN F ¢ C) c ! S Li J (/ o J C/) � o Elf LEGEND Q N N xo z 0 iZ1 O U co HYDRAULIC DESICxN DATA GWB/AT= HEIGHT TO CEILING AFF o � u CL ,c�}I J• LOCAL FIRE MARSHAL E ] 14EIGHT TO CENTER LINE CF PIPE AFC _1 DESIGN STD. NFPA-13R (2002) w 1 II PIPE TYPES `� HYORAULIC MODE TC�R ELEI/=9 -2 MAINS CPVC A GROOVED 90 EL50W 1 11 5RANC ES ORIFICE v1 2" K= 4.2 1/2 CPVC TO S`I'STEM AREA LOCATION REMOTE AREA #1 INN- 0 OF FLOWING 5PRINKLER5 4 r ELECTRIC BELL SPARE HEAD DENSITY .05 G.PJ"1./SQ�T. CABINET � n REMOTE AREA 645 SQFT. � Q DEMAND AND AT BASE OF R15ER67.82 G.P.M. _ V < O Z Q O cry 11/2" RISER MANIFOLD WI: N51DE+0 5E STREAM 72.so2 GPM Q � Q � l e — _ S C 1) DRAIN AND TEST DEMAND AT SOURCE CONNECTION � GENERAL NOTES: � � Z O (2) PLOW 6WITG-I FLOW 67.82 G.P.M. -°'-- �� 3 — _ \ PRESSURE 80.893 P.S.I. 1, SYSTEM INSTALLATION TO CONFORM TO NFPA-13R 2002 EDITION, W I BID 4 _ _� / \ 13) FRE:SSURE GAUGE OUTSIDE HOSE STREAM 0 G.P1"1. U 2. OWNER IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING TO MAINTAIN I� 2 / 11/2" DOUBLE CHECK p (4) SIGNS ON BODI' AVAILABLE PRESSURE g RECT2lI1REp FLOW MINIMUM TEMPERATURE OF 40 DEGREES FAHRENHEIT FOR ALL ,AREAS PROTECTED WITH A � � � Lu I BLD 3 VALVE ASSEMBL'I' PRESSURE 131.972 P.5.1. WET PIPE SPRINKLER SYSTEM. THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS w �-- I CI-••IECK VALVE W1 AVAILABLE PRESSURE OF 131.912 PSI EXCEEDS REQUIRED BY NFPA-PA u � 0 I \ \ p BALL DRIP2-1/2" REQUIRED PRESSURE OF 80893 PSI. THIS 15 A 3. ALL SYSTEM SPRINKLER PIPING TO BE CPVC. MAIN RISER SCH 10 BLACK PIPE. �/ O 1..6_ SINGLE INLET SAFETY MARGIN OF 51.019 PSI OR 63.1r° OF SUPPLY FIRE DEFT. CONNECTION mil•. PIPING 15 TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD r1.L N I BLD I / /�� - I LOCATED TO BEST SUPPORT THE PIPE. v w 8" D.I.WATER SERVICE /Q (BY OTHERS) \ / ` 5. STRUCTURAL LOAD BEARING ANALYSIS IS NOT. INCLUDED WITHIN THE SCOPE OF THE SPRINKLER INSTALLATION. I- V Q/l� ELEV=21`211 WATER DATA (STREET) Co. WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. � O Y O 411X 11/2 " CONCENTRIC REDUCER DATE OF TEST : 01-199.1 -1. ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS, AND/OR ANY STATIC : l31 PSI EQUIPMENT, ALARM CONNECTIONS-WIRING, FIRE PUMP, FIRE PUMP MONITORING EQUIPMENT DRAWN BY: PF ELEV_I1-011 , -- 411 GROOVE: FLANGE ,� A1=TER AND MONITORING BY CENTRAL STATION IS NOT INCLUDED WITHfN THE SPRINKLER SGOPE. fU RESIDUAL : 108 PSI FLOW : 2600 IIPr•1 CHECKED SY: DT 51 TE FLAN ELEV : 01 SCALE: SYSTEM NOTES: DATE: 03/03/0`3 I / NO SCALE THY LOCATION 8. BUILDING CONSTRUCTION IS COMBUSTIBLE. 4 DI SERVICE SHEET !� FP-1 of 1 (BY OTHERS) RISER DETAIL. SOURCE OF 11'1FORI.9ATIoN U�2 _ CT WATER REcoRDs 9. BUILDING OCCUPANCY'S IS PER NFPA 13R 2002 EDITION_ PIPE SIZING IS BASED ON JOB O EI EV:-�j1 011 NO VLE HYDRAULIC CALCULATIONS OF REMOTE AREA 1 RESIDENTIAL OCCUPANCY WITH A DENSITY J- OF .05 GPM OVER 645 SQ. FT. W/ 4 FLOWING HEADS 10- ALARM BELL SHALL BE 6" ELECTRIC-120VAC. 8889 v s NON. NORTHING FASTING �/ AID� \ \ CO—APPLICANT: Ml 060403.53 1066514.05 �� •\� The South Windsor Housing Authority M2 860591.02 1066678.27 � \ \ 15 4 0 Sullivan Avenue M3 e61240.56 3066808.23 \ Q��° / , '�G� \ \ \ South Windsor, C T 06074 \ z�� -___ TEL: (8 6 Q) 6 4 4--3 0 8 2 M4 861272.72 1066777,73 M5 861274.47 10665911.01 / / / / / / �P�O� \ \\ \ CO—APPLICANT: �� \ The Metro Realty Grou Ltd. MIS861271.00 1066377.43 ,/ ��o ti 6 Executive Drive, Sure 100 < M7 861337,28 1066056.17 ��' / / 55 �� •�. Ja1 \ \ \ g ! �\ Fa rm i n ton CT 06032 Q�cp 0. \ \ TEL: (860) 674-5629 \ \ OWNER: � �� •�� R.,o 0 \ \ Gerber Scientific, Inc. TYPE ❑F DATE vol. \ \ �� , 0 83. Gerber Rd. GRANTOR GRANTEE EASEMENT FILED /PG. / e� \aG� ° �► / \ 0�02 �� S O U th Windsor, — / �1 � � CT 06074 A GERB (CT> QRS 14-73, INC N/F THE HILLSTEAD 40 GRADING �,/.pA e� yrA/ \ \ llj i) �O TEL: (860) 6 4 4 1551 EASEMENT B GERBER SCIENTIFIC, INC N/F THE HILLSTEAD 20' SANITARY SEWER \ LOT K5 EASEMENT Op► / \ \ OHO GERBER SCIENTIFIC, INC GRADING EASEMENT, / / \ C N/F THE HILLSTEAD RIGHT TO DRAIN AND / e %O LOT 05 DRAINAGE EASEMENT / / / / 000 PROPOSED 14 UNIT UMBERS ./ ® \ \ 0 \ \ �. F. iso �• r;� � t"d �' �5• •04 9 1" � spy /eta 0 \ \ 0� .�• 8g. `�� a\d 9 \ 4 ma \ \ \ \ # ) ` Its lo � \ \ / i;L � � s• � 11 P \ \ a 3 �• 7 6 ��r•;y W� ti � \ O rmI M, r n n1 1 \ } ► k? 3e�. s s1 Sao ® \ \ to \ EXISTING MA\TU I!i TREES TO RE AI \ ` \ '�, w t-so.3s' ALONG BOUND Rl�` g R-75.o0 / F ,�\F �1 ,�`• ri ,._. } -7 (ONLY TREES LOCA D \ 4L o � o• � WITHIN PROP. EMERGEN 1 \ �� a i -� ��5 p��q do • �/ \ \ ACCESS DRIVEWAY TO B \ \ # ,�,/ • / G�� , ov REMOVED) 9to 1 \ \`��, r. TT ° / / ` \ `� °J o,°��° to ,� / 1,-,' Qy�";1 \ \ 1 C�� r� m r� R1126.00 a 4k A o V } F Ik � ` ram\ \ / ,�,�. . • . . .. . / c, 0J � �P\/ .�� 1 5 0� \ \ / tij f eO�ED' 20' ( °� \ \ / ,,• �1�,0 6 ti `� Y SEWER NP� 2 ` •a� '� IMPS A EDIT K \ �� '�'� cr GHQ' �p�,•Jg'� / / �c ��5� �' ,� F OF F THE HILI.� �,,,," N J� P 0G 7 7--31-08 A D STREET NAM KTJI V• e�� b 7-8-OS \FINAL-LIGHT Pbd KMI r'\ �P'' ' ' fv 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 -x2-oe CHECK SET KNI Fax 850 291 8757 Prepared For. SHEET INFORMATION. ALL PRIOR EXISTING UTILITIES SHOULD GRAPHIC SC�,!.E �� [PLOT P n i�i`(1 8E FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 2-1-2008 ADDED IN UNIT NUMBERS s.lD � 0 � ,-0 � l�[�',1UV 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-5-2007 PER TowN coMMENTs S,o SEE SHEET 2 FOR CERTIFICATION AND NOTES The H111st'end BY A LICENSED LAND SURVEYOR PRIOR 70 CONSTRUCTION. 2 11-21-07 TOWN REV. COMMENTS SJO DI Fm } DES1 N: DRAWN.•KM/ CHECKED.' KM/ 3. THS PLAN IS INVALID UNLESS IT BEARS THE 1 10-22-07 GM. REV/ROT. COMM. BLDG KMI 1 inch a 40 JL civil englneaers planners • surveyors 25 (Gelrbeir Road IMPRESSION PN SEAL PROFESSIONAL ORIGINAL RIGINENC4N L SIGNNATURE N0. DATE DESCRIPTION BY 425 Sullivan architects • gis • gps 2525 DATE- October 5, 2007OF 1 1 ullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRA ONG NO.: 2525 2,525-Plo t dwq South Windsor Connecticut IIf NOTES: 1. PROPERTY IS LOCATED IN THE INDUSTRIAL (1) ZONE. 2. TOTAL PARCEL OF LOT 1 = 518,746 S.F., 11.909 AC. PARCEL TO THE TOWN OF SOUTH WINDSOR = 13,475 S.F., 0.309 AC. PARCEL TO BE RETAINED BY GERBER SCIENTIFIC INC = 88,028 S.F., 2.021 AC REMAINING AREA OF LOT 1 = 417,243 S.F., 9.579 AC. 3. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455. 4. HORIZONTAL DATUM BASED ON NAD 83. VERTICAL DATUM BASED ON NAVD 88. 5. LOCATION OF PROPOSED PROPERTY LINE PROVIDED BY THE TOWN OF SOUTH WINDSOR. LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT CU3 EXISTING UTILITY POLE _ = EXISTING CATCH BASIN AND PIPE _ = EXISTING SANITARY MANHOLE AND PIPE EXISTING WATER MAIN AND HYDRANT ( EXISTING LIGHT POLE ■ PROPOSED MONUMENT-TO BE SET PROPOSED IRON PIN-TO BE SET (EASE ' 2' xzo5./ RET._ BENCH MARK \ o �)yJ ' ' \ S �1 INV:214.59(OUTJ - - _ _ - - - -21 �_ MENT) 2` �� 1�- WALL ��o6�2pe\ MATCH LINE / o ,�t82 o z\ GERBER SCIENTIFIC INC. �`" " ' 2'21-Y ` 4 '�O� Lot Tota -� S.y \ \ xe09.7 SQUARE CUT (SEE SHEET 1) u� -I LOTr 5 ' J/ �� ' '.'`'.' �- --ixzo9.a TOP OF CATCH 16.E 11�� I 1elo,e a. �� ASIN CURB �60 11� x21Za INDUSTR /. .j ) z'/ \ f" :., _�...'.'. �ya.a��.'.'. .'. . . . . . . \ m - - -216� Q p \ / / _ \\ .x2eso . -•-. . . . . . 1 15" EX. CB 88 028 S Feet °/, \ 210.1 \N• •N • • • • • • • • • • . • • • X205.2 RCP 1 1 o q Z / ` \ \. . o o ��.'. t . _ _ - TF:206.14 \ y 11 j / / 2 , / �. .�.1. . . . . /. INV:201.99 or / \ . . . .�. . 1 \ 2" APL ` ` ,! 11�12162 2.021 Acres \ 21a.a \- 1 \\ \ i.•a k2o5.a. i' 7 i•/'Loci d/ EX. CB \. � LOCC TF:206.25 o� / o / INV:200.72(N) \\ 2" MAPLE _ \ 6��r -204� \ \ 1 I I. ./2 N o. / / INV:200.71($) 214 ��'_ •v- �•�•'�� 12" FE \. . . . .i. . . . . .. .•. , �'. r,E�Loa. , INV:201.35(E) RIP-RAP .\a\NV:205.14 / ll Il 1 �. . . .;'•. xz�o.3 . . . _ ./mac' •• / �• 1 / Ex. C8 1. . . . . . . . . r / r iLorx.' TF 10.90 2".M E 0( ) ` / 1 1 1 •x21 2 \ ?Spk i . . . . / \ �c - INV:2G5.2 12"3W _ xzoa.l t / • \\ \%/ _ INV:205.21(.12•N) - /,: 1 \ . . . . . . . . . . . . . . .6 YEULaK. , \ ' 2 AP 1 IIu; 1 5112'*f' r xzoso. . . . . . . . . . . . �. . . \\ Ct \ -o xL� .` . . . . . . �'.' 2" MAPLE \\\ I N ` - y - ' '12 �\ tip EX. CB /oL Im' .z. ,oac . 'tX•CBS. ;� j �... Wit. 07. . .t+. . .. Q \ I TF:208.87 }rC2n Q ! \\ I ��• I(:.`W 6.6 '.•.•.•SZA ]••HNLOtl( 7.1iE O V►• / 2' NAPLE Q6 \ "C!�' \IN V:205.93(12"W) INV:.2QO.7O •,• \O/ �A .'. N •.,`L EX. CBEX�\ b'' •2•HEYLCtK \ 0 f TF:211.67 Z\Z' TF:212. X INV:208.8 2"NE CP I \ l •` Q /Y-NEOLOp(• r rEw-a '?•'HEMLOCK INV:201.91(SE) \ Q ')' \2 R J 2' INV:205.06(N) ' INV-202.05(W) ` 2" MAP - � ` , I 1'HI7 208=' \ , NO BUILDING' E I M NT L �1 om C x212.6 kAND USE RESTRICT N A A , ` \ / MA E I x2me / •I 1 i // (SEE MAP REF. #1) ate, \ \ / , , - xza»• • •`• • �o'/ GERBER SCIENTIFIC INC. BENCH MARK :. . . . LOT #4 \ . ,J / ELEV:213.27 `; \ a z°� �O`I / ' (VOL. 1233 PG. 154) CROSS CUT ON ` FLANGE BOLT \ : ��` .�" 35' F.Y. x207.35 �p. / FIRE HYNDRANT INDUSTRIAL ZONE .33 \,' �� 68 J�\�✓O // �� d- � � INV:199.23 los xz1o.7 ' 2'�11M M1 Di _ - aes_-__ - - - \rn. EX. CB / \ W TF:204.43 - �- \c\ \ INV:198.58(N) S W 30_ INV:196.13(E)�V INV:196.93(S) EX. B xz°66 10 INV:199.25(W)Ver INV: TF:208.74 INV:204.28(S)_ ;o EX. CBN/F P _ TF:204.22 �� - - GERB (CT) QRS 14-73, INC. EX. CB 3 DRAINAGE EASEMENT IN FAVOR OF LOT TF:208.77 # TOWN OF SOUTH WINDSOR / INV:203.30(N) (VOL. 1236 PG. 96) \ INV:199.44(E) INDUSTRIAL ZONE (VOL. 317 PG. 202) INV:199.62(S) INV:200.13(W) \ MAP REFERENCES: 1. A-2 PROPERTY SURVEY - SUBJECT AREA C "NO BUILDING' ENVIRONMENTAL LAND USE RESTRICTION GERBER SCIENTIFIC INC. GERBER ROAD SURVEY NOTES: WEST SOUTH WINDSOR, CT DATE 08/31/01 REVISED 9/4/01 SHEET NO. 1 OF 1 PREPARED BY FUSS & O'NEILL INC. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 2. GERBER SCIENTIFIC INC. PLOT PLAN FINAL DEVELOPMENT PLAN 83 GERBER ROAD WEST SOUTH WINDSOR CONNECTICUT DATE: 1/12/99 REVISED OF THE REGULATIONS OF NE STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT, PREPAREEDD AND ADO BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. 2/12/99 SCALE 1"=40' SHEET N0. 3 OF 9 PREPARED BY FUSS & O'NEILL INC. ♦ TYPE OF SURVEY IS A TOPOGRAPHIC & BOUNDARY SURVEY AND IS INTENDED TO DEPICT THE LOCATION OF 3. TOPOGRAPHIC SURVEY THE TOWN OF SOUTH WINDSOR KELLY ROAD SOUTH WINDSOR, CONNECTICUT SHEET NO. 3 OF 3 DATE MAR. 1999 SCALE: EXISTING CONDITIONS RELATIVE TO PROPERTY LINES. 1" = 40' PREPARED BY FUSS & O'NEILL INC. ♦ THIS IS A DEPENDENT RESURVEY BASED ON THE MAPS REFERENCED HEREON. 4. ALTA/ACSM SURVEY PREPARED FOR GERBER SCIENTIFIC INC. & THE STATE OF CONNECTICUT KELLY ROAD SOUTH WINDSOR, CONNECTICUT SHEETS NO. (1 OF 6) TO (6 OF 6) DATE 9/13/01 REVISED 12/18/01 SCALE: 1" = 40' PREPARED BY FUSS & O'NEILL INC. ♦ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. ozx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 . 8755 PREPARED FOR: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Fax 860.291 - 8757 oNpURO v ERNENT m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE esign �0��0^n ��^n V BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 50 0 25 50 too �1 w � � w Kell! Road Associates Limited Partnershi 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �j/��JJ��JJ��JJ,�,�� BY A LICENSED LAND SURVEYOR PRIOR TO ( IN FEET ) ��11 DESIGN: DRAWN.•SK CHECKED: LRG �� Gerber Road East civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12327 1 inch = 50 ft. landscape architects • gis gps ✓OB NO.: 2525 DATE. 08-31-2009 WINDSOR, �T�TTL� �I+lirvtrTrtr+ FPRESSION PROFESSIONAL AND ORIGINAL SURVEYOR. NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR. LIC. No. 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 DRAW/NG NO.: ObS 2525 surve -asb 2525 OSb.d SOUTH �Ii 1INDSOR, C®jviV�r.C1111.1L�Jll,