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3865 S Orlando Dr - BC01-001333 (WYNDHAM PLACE (A) FIRE SPRINKLERti c CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 3 /2 0 % o 1 PERMIT #: BUSINESS NAME / PROJECT: 11.) y17 ,0 gA rn / 1-4 4-'S `h L l S . ADDRESS: 3 E b•S • 5, .A v,t, 10 >z PHONE NO.: L/07 - 1"9-L- — 3 a FAX NO.: CONST. INSP. [ ] F. A. [ ] F.S TENT PERMIT [ ] TOTAL FEES: $ C`O INSP.:[ ] HOOD [ ] TANK PERMIT [ ] 15-S0 REINSPECTION [ J PLANS REVIEW [ ] PAINT BOOTH [ ] BURN PERMIT [ J OTHER [ J PER UNIT SEE BELOW) Address / Bldg # / Unit # Square Footage 2. 2 o po L%) Yn /J N,4 w+ z /L11i s 131_ D 3. 4. 5. 6. L.auy wYg, apAP. 60ds 13L VO 7. h 8. h 9. g Qoh o e-n,f.3 ; t, Al 10. o avv W yM ,0 1a,f w, e-IL : s >31 b . 11. k " 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees per Bldg. /Unit S-V S-D ca t- i 33 to S--z oI-\'33S 133y. S DI- 133Z Q 1- 331 SCE o t - 133 -Z, S-D o 1- Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. 1 certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City yf Word, Florida. t" Sanford Fire Prevention Division Applicant's Signature 01014-IDS` i•i' ; ! I 4 CITY OF SANFORD PERMIT APPLICATION Permit No.: 0' 3,2, Date: MARCH 9, 2001 Job Address: 1000 WYNDFUNM PEAK COURT, SANFORD, FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE, SPRINKLER Flood Zone: Valuation of Work: $ 10,057.00 (BLDG.' )Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY-S II:, LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 Phone No.: (813) 281-8888 Fax No.: Contractor: ,4AYNE AUTOMATIC FIRE SPRINKLERS, INC. Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 Phone No.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX PhoneNo.: (407) 877-5559 Title Holder (If other than Owner): N, A Address: Bonding Company: FIREMAN' S FUND INSURANCE Address: 777 SAN MARIN DR!VE, NOVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 SOUTH COLLEGE STREET, CHARLOTTE, NC. 28288--0166 Architect: -MIKE STONE Phone No.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the pro of the requirements of F rida Lien Law, FS 713. Signature of Owner/Agent Date Sign re of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or PETER T. SCHWAB Print Contractor/Agent's Name Signature of ota -State of Florida Date VICTORIA LANGDALE BARDONNEX tipMYCOMMISSION # CC 522905 r i EXPIRES- April 1, 2003 Z, Bonded Thru Notary Public Undemritery Contractor/Agent is X Personally Known to Me or Produced ID APPLICATION APPROVED BY: Date: Special Conditions: 4 J 1 CITY OF SANFORD PERbIIT APPLICATION I Permit No.: ` Date: MARCH 9, 2001 Job Address: 2000 WYNDHAM CREST BLVD. , SANFORD, FL. Parcel No.: Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLER Flood Zone: Valuation of Work: $ 6, 605.00 (BLDG. 2) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY-SIX, LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 281-8888 Fax No.: Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX Phone No.: (407) 877-5559 Title Holder (If other than Owner): NIA Address: Bonding Company: FIREMAN' S FUNTD INSURANCE Address: 777 SAN MARIN DRIVE, NAVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 SOUTH COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Produced ID Personally Known to Me or PETER T. SCHWAB Print Contractor/A ent's Name Signature o of State o orida Date RiFA CJr 7MISSfON : ARDONNEX FXP CC 822905or °• IAES: A iHoodedfiruNataP 2003 Contractor7Ag`- "F'`'' o to Me or Produced ID APPLICATION APPROVED BY: Date: -3- Z+- 0 `- Special Conditions: Yy CITY OF SANFORD PERMIT APPLICATION Permit No.: O H535 Date: MARCH 9, 2001 Job Address: 3000 WYNDHAM CREST BLVD. , SANFORD, FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLER Flood Zone: Valuation of Work: $ 10,057.00 (BLDG. 3)Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TTA'C SEVENTY—SIX, LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 281-8888 Fax No.: Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX Title Holder (If other than Owner): N/A Address: Bonding Company: FIREP'iAN' S FUND INSURANCE Address: 777 SAN MARIN DRIVE. NOVATO. CA. 94998 State License No.: 900613000100 PhoneNo.: (407) 877-5559 Mortgage Lender: FIRST UNION Address: 301 SOUTH COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: DIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or PETER T. SCHWAB Prin Co tractor/Agent's Name ignature of otary- V ate of Florida Date urICTQRIA LANGDALE BABDONNEX tuJlf COMMISSION 6' CC 822905 y 4z EXPIRES: Apri! i, 2003 s; Bonded Thru Notary Public Underwriters Contractor/Agent is X Personally Known to Me or Produced ID APPLICATION APPROVED BY: r / o 7y Date: Special Conditions. CITY OF SANFORD PERMIT APPLICATION l ,/ lPermitNo.: - ` 3 ` Date: MARCH 9, 2001 Job Address: 4000 WYNDHAM CREST BLVD. , SANFORD, FLORIDA Parcel No.: Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLER Flood Zone: Valuation of Work: $ 10.057.00 (BLDG. 4) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY-SIX, LTD. Address: 655 NORTIi FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 281-8888 Fax No.: Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX PhoneNo.: (407) 877-5559 Title Holder (If other than Owner): N/A Address: Bonding Company: FIREMAN' S FUND INSURANCE Address: _777 SAN MARIN DRIVE, NOVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 SOUTH COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the ;ro erty of the requirements ofFlorida Lien Law, FS 713. Signature of Owner/Agent Date ignature of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID PETER T. SCHWAB Print C tractor/Agent's Name 17 3liz/o Signature of Notaryate of FlorMa Yate 4iVlCTORiA LANGQALE B CDONNEX 82290 MYCOMMISSIONCC22905EXPIRES: Apri! i, 2003 Bended? hru NOWY Public underwriters mContractor/ Agent is X Personally Known to Me or Produced ID APPLICATION APPROVED BY Special Conditions: $ a 4-- 6 ,& 7j--- Date: 3 -- Z/— 0 CITY OF SANFORD PERMIT APPLICATION Permit No.: v I J I Date: MARCH 9, 2001 Job Address: 5000 POND CREST LANE SANFORD FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLED. Flood Zone: Valuation of Work: $10 , 05 7.00 (BLDG . 5) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY-SIX LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA PhoneNo.: (813) 218-8888 Fax No.: Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Zip: 33602 Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX Title Holder (If other than Owner): N/A Address: PhoneNo.: (407) 877-5559 Bonding Company: FIREMAN' S FUND INSURANCE Address: 777 SAN MARIN DRIVE, NOVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature o Contrac or Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or PETER T. SCHWAB Print Contract or/Agent's Name Signature of of ry- ite of Florida Date 2 ieH YES,;; ;CrOAIA i.ANGDALD DONNEX OMMISSIOiN # CC 822905 EXPIRES: April i, 2003 Bonded Thru Notary Public UndenvritCont'rac w - own to Me or Produced ID APPLICATION APPROVED BY: ,,e& / - , 74-` Date: Special Conditions: I] q CITY OF SANFORD PERMIT APPLICATION Permit No.: / Date: MARCH 9, 2001V1r Job Address: 6000 WYNDHAM CREST BLVD., SANFORD FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type 'of Construction: FIRE SPRINKLER Flood Zone: Valuation of Work: $ 10_,057.00 (BLDG. 6pccupancy Type: Residential Commercial Industrial Number of Stories: - Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY—SIX LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA PhoneNo.: (813) 218-8888 Fax No.: Zip: 33602 Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNE'l; Title Holder (If other than Owner): N/A Address: Bonding Company: FIREMAN' S FUND INSURANCE Address: 777 SAN MARIN DRIVE, .NOVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 PhoneNo.: (407) 877-5559 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe ope a requirements ofFlorida Lien Law, FS 713. Signature ofOwner/Agent Date Signature o Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: %6V7 Special Conditions. J PETER T. SCHWAB Print Contractor/Agent's Name 1ZlD/ Signature of Notary-S to of Florida Date 1 PY P b VICTORIA LANGDALE BARDONNEX Ml'( COMMISSION # CC 822905 o-' EXPIRES: April 1, 2003 Bonded Thru Notary Public underwriters Contractor/ Agent is x Personally Known to Me or Produced ID Date: 3— 2 i n- of S CITY OF SANFORD PERMIT APPILICATION Permit No.: L/ ( J t 55 1 Date: MARCH 9, 2001 Job Address: 7000 WYNDHAM CREST BLVD. SANFORD FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FTRE SpRTNKLEP.S Flood Zone: Valuation of Work: $ 8,257.00 (BLDG. 7) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY-SIX, LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 218-8888 Fax No.: Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. Address: 222 CAPITOL CT. City OCOEE PhoneNo.: (407) 656-3030 State: FL. Zip: 34761 Fax No.: State License No.: 900613000100 Contact Person: VICTORIA BARDONNEX PhoneNo.: (407) 877-5559 Title Holder (If other than Owner): N/A Address: Bonding Company: FTRR?vAN I ( FTTn p TNSUP.ANCE Address: 777 SANT MARIN DRIVE, NOVATO, CA. 94998 Mortgage Lender: FTgc tTNTON Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the p the requirements of Florida Lien Law, FS 713. OJ - _ Signature of Owner/Agent Date Signature ofContractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or PETER T. SCHWAB Print C tractor/Agent's Name Signature of Nota -Sta of Florida Date s1iCTORIA ! A:'diDAE' EAi?vNEX rXPIRE5 Apn' 1, 2005 Bonded Thru Notary Putd e uourw!Iters Contractor/As own o Me or Produced ID APPLICATION APPROVED BY: 0 : ?`/ Date: Special Conditions: CITY OF SANFORD PERMIT APPLICATION Permit No.: `) —' Jc) Date: MARCH 9, 2001 Job Address: 8000 WYNDHAM CREST BLVD. SANFORD FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SSYTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLERS Flood Zone: Valuation of Work: $ 9 , 307.00 dNC6 R) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY-SIX LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA PhoneNo.: (813) 218-8888 Fax No.: Contractor: WAYNF AUTOMATIC FIRE SPRINKLERS Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 Phone No.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX Title Holder (If other than Owner): N/A Address: Bonding Company: FIREMAN'S FUND INSURANCE Address:777 SAN MARIN DRIVE, NOVATO, CA. 94998 Mortgage Lender: FTusT iTNTON Zip: 33602 State License No.: 900613000100 Phone No.: (407) 656-3030 Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE Phone No.: (407) 656-3030 Address: _222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of th; ignature ofthe requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID PETER T. SCHWAB Pri tractor/Agent's Nameniggnatu' rej"oPY;'ota!'eFlorida ofFloria Dat VICTORIA LANGDALE BAF ONNE" I o, f fV Lh 1551.1 `I (G 3 t` r_ 322JU,5 I3 EXPIRES, Npiii 1 2010 a. F oFl Banded Thru Notary Public Underwriter_ I aa: as Y Contractor/ Agent is X Personally Known to Me or Produced ID APPLICATION APPROVED BY: S 7`C Date: i —Z 1-0 Special Conditions: ___ _-I' -15 J 1 I CITY OF SANFORD PERMIT APPLICATION Permit No.: o" q Date: MARCH 9, 2001 Job Address: 9000 POND CREST LANE SANFORD FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SSYTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLERS Flood Zone: Valuation of Work: $ 10,057.00 (BLDG X) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TWC SEVENTY—SIX, LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 218-8888 Fax No.: Contractor: WAYNE. AUTOMATIC FIRE SPRINKLERS Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: PhoneNo.: (407) 656-3030 34761 State License No.: 900613000100 Fax No.: Contact Person: VICTORIA BARDONNEX PhoneNo.: (407) 877-5559 Title Holder (If other than Owner): N/A Address: Bonding Company: FTRFMAN'S FUND INSURANCE Address: 777 SAN MARIN DRIVE, .NOVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the r e of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Vgnature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or PETER T. SCHWAB Print Contractor/Agent's Name ignature of Notary -St i of Florida Date VICTORIA LANGDALE BARDONNEX N=a MY COMMISSION # CC 822905 EXPIRES: April 1, 2003 Bonded Thru Notary Public Underwriters Contractor/Agent is X Personally Known to Me or Produced ID APPLICATION APPROVED BY: / Date: Special Conditions: ( CITY OF SANFORD PERNUT APPLICATION Permit No.: 0 l — I J,)-y Date: MARCH 9, 2001 Job Address: 10000 T'YND11AN CREST BLVD.. SANFORD, FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLER Flood Zone: Valuation of Work: $ 6 , 605.00 (BLDG 10) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TTr1C SEVENTY-SIX, LTD. Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 218-8888 Fax No.: Contractor: T9AYNE AUTOMATIC FIRE SPRINKLERS Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VTCTORTA BARDoNNEX Phone No.: (407) 877-5559 Title Holder (If other than Owner): CIA Address: Bonding Company: FIREMAN'S FUND INSURANCE Address: 777 SAN MARIN DRIVE, NOVATO, CA. 94998 Mortgage Lender: FIRST UNION Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656-3030 Address: 222 CAPITOL CT., OCOEE, FLORIDA Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the p; ggnature of the requirements of Florida Li Law, FS 713. Signature of Owner/Agent Date of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID PETER T. SCHWAB Print Contractor/Agent's Name ignature of Notary -St of Flori Date vR ,,; VICTORIA LANGDALE BARDONNEX MY COMMISSION 8 CC 822905 4;= EXPIRES: April t, 2003 pf Bonded Thru Notary Public underwriters Contractor gent is X ersona y own to Me or Produced ID APPLICATION APPROVED BY: /610 Date: Special Conditions: o,3 I ? CITY OF SANFORD PERA HT APPLICATION Permit No.: ` _ 1 Date: MARCH 9. 2001 Job Address: 11000 WYNDHAM, CREST BLVD. SANFORD FLORIDA Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: INSTALL 13R SYSTEM FROM POINT OF SERVICE ON. Type of Construction: FIRE SPRINKLERS Flood Zone: Valuation of Work: $ 9 , 307.00 (BLDG 11) Occupancy Type: Residential Commercial Industrial Number of Stories: Number of Dwelling Units: Zoning: Total Square Footage: Owner: TTTr QFATVWTV—CT Address: 655 NORTH FRANKLIN STREET, SUITE 2200 City: TAMPA State: FLORIDA Zip: 33602 PhoneNo.: (813) 218-8888 Fax No.: Contractor: WAYNE AUTOMATIC FIRE SPRINKLERS Address: 222 CAPITOL CT. City: OCOEE State: FL. Zip: 34761 State License No.: 900613000100 PhoneNo.: (407) 656-3030 Fax No.: Contact Person: VICTORIA BARDONNEX PhoneNo.: (407) 877-5559 Title Holder (If other than Owner): N/A Address: Bonding Company: FIREMAN°S FUND INSURANCE Address: 777 SAN MARIN DRIVE, NOVATO, NC. 28288--0166 Mortgage Lender: FIRST UNION Address: 301 COLLEGE STREET, CHARLOTTE, NC. 28288-0166 Architect: MIKE STONE PhoneNo.: (407) 656--3030 Address: 222 CAPITOL CT., OCOEE, FLORIA 34761 Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of th r of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or PETER T. SCHWAB Print Contractor/Agent's Name 7 G1 l KiggnatureA of No a -St of Florida Date VICTORIA LANGDAIE BARDONNEX MY COMMISSION it CC 822905 9r a= EXPIRES: April 1, 2003 Co " rit `11 jq° "°taA 1upft11Jl own to Me or ro uce APPLICATION APPROVED BY: Date: :3 -a c Special Conditions: Sri WWAYNE Automatic Fire Sprinklers, Inc. CORPORATE OFFICE 222 CAPITOL COURT • OCOEE, FLORIDA 34761-3033 407-656-3030 • FAX: 407-656-8026 EMERGENCY. 407 656-8946 REGIONAL OFFICE 2321 BRUNER LANE FORT MYERS, FLORIDA 33912-1904 941-433-3030 • FAX: 941-433-3263 REGIONAL OFFICE 4370 MOTORSPORT DR. CONCORD, NORTH CAROLINA 28027-8977 704-782-3032 • FAX: 704-795-6838 REGIONAL OFFICE 11326 DISTRIBUTION AVENUE, WEST JACKSONVILLE, FLORIDA 32256-2745 904-268-3030 • FAX: 904-268-0724 REGIONAL OFFICE 3200 N.W. 23rd AVE., SUITE 500 POMPANO BEACH, FLORIDA 33069-1047 954-917-3030 • FAX: 954-917-9424 Wyndham Place Apartments Sanford, Florida AHJ: City of Sanford a a a oaa a a a o a o s a a a o a a a a a o a a a a s a s a a a a o a a a a a a a a a a a a a a o a a a o e a a a a a a a a a a a a a a a 1 Hydraulic Calculations Wayne Automatic Fire Sprinkler Inc. 222 Capitol Court Ocoee, Florida 34761 Wafs Job Number: 01014 iatic FireSprinklers, Inc. W.A-F.S. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 I Job Name WYNDHAM PLACE APARTMENTS Building Type I - Typical for Bldg 2 & 10 Location US 17 & 92 Sanford. Florida System 1-1 Contract 01014 Data File 01014-1.WX1 I i f I_ Computer Programs by.Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic -Fire Sprinkler Page 1- WYNDHAM PLACE APARTMENTS Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida Building - Type I - Typical for Bldg 2 & 10 System No. - 1-1 Contractor - The Wilson Company Contract No. - 01014 0 - Calculated By - Mike Stone Drawing No. - FP4 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) 0 S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 ( ) 2 (X) 4 ( ) S (X)OtherLargest most remote compartment on the 3rd floor T (X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1596 Ed Listed Flow at Start Point - 14 Gpm System Type Listed Pres. at Start Point - 10.6 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 ft x 16 ft ( ) Deluge ( ) PreAction Domestic Flow Added - 100 Gpm Sprinkler or Nozzle Additional Flow Added - 0 Gpm Make Central Model GBR-2 Elevation at Highest Outlet - 28.146Ft Size 7/16" K-Factor 4.3 Note: Temperature Rating 155 Degrees A 12 Psi pressure loss is included for the meter/ backflow Calculation Gpm Required 164.24 Summary C-Factor Used: Psi Required 61.204 Overhead 150 At Test Underground 140 1 W Water Flow Test: Pump Data: Tank or Reservoir: IA Date of Test 01/06/01 Rated Cap. Cap. T Time of Test 3:00 PM @ Psi Elev. E Static (Psi) 68 Elev. R Residual (Psi) 58 Other Well Flow (Gpm) 1200 Proof Flow Gpm i S Elevation 1 Location: On US 17-92 at point of connection Source of Information: Wayne Automatic Fire Sprinklers Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 3 a WYNDHAM PLACE APARTMENTS Date 01-31-01 City Water Supply: Pump Data: Cl-Static Pressure: 68 PSI C2-Residual Pressure: 58 PSI C2-Residual Flow: 1200 GPM I i a 8 150 Dl-Elevation: 11.757 PSI 140 D2-System Flow:164.24 GPM D2-System Pressure: 61.204 PSI Hose ( Adj City ):0 GPM 130 Hose ( Demand ):0 GPM P 120 Safety Margin: 6.543 PSI R 110 99 E 1 100 S 90 S 80 U 1 70 D2 R C2 60 E 50 40 30 20 1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route Ill winanam N.H. USA usubl 7-- Wayne Automatic Fire Sprinkler Page 4 WYNDHAM PLACE APARTMENTS Date 01-31-01 1 13.. 18 5 2 14 .00 5 T27.17 3 16.7o 6 p 5 27.17 6 43.87 7 4 20.36 301 7 17.76 301 7 26.11 302 11.76 303 17<6 11.76 301 38.12 201 19.09 302 14.3s 202 T11<,. T 14.72 303 11.76 203 201 19.03 :101 19<j T 19.03 202 18.73 102 14<2 203 26.48 103 11.76 201 19.o9 202 14.72 203 T19<-i T 18<.i 101 19.03 102 37.76 104 37 <6 64.24 103 26.48 104 64.24 TASR 64.24 TSR 64.24 BSR 64.24 ADP 64.24 TP1 TP9 837.18 'TP2 837.18 UG2 1254.51 TP1 1090.27 TP7 1090.27 UG1 TP9 837.18 UG1 1927.45 MT1 1927.45 MT2 1927.45 UG2 164.24 TEST Computer Programs by Hydratec Inc a Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 5 WYNDHAM PLACE APARTMENTS Date 01-31-01 Fitting Legend Abbrev. Name A Generic Alarm Va i-. B Generic Butterfly Valve ` Ij C Roll Groove Coupling J D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow i G Gate Valve I; H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE i P IPX CPVC 45 Q Flow Control Valve S Swing Check Valve T 90' Flaw thru Tee U CPVC 90 i V CPVC TEE W Wafer Check Valve X CPVC 45 j Y CPVC COUP. I I Z Flow Switch d i i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 01-31-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5: 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 fI O 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 is 17 20 IIII U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 i 3 4 5 6 7 8 10 f 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40. 45 50 61 I' F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0' P Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 i U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 01-31-01 Node Elevation K-Fact Pt Pn Flow Density Area Press i No. Actual Actual Added Req. Req. IIi 1 27.146 4.3 9.39 na 13.18 1 1 7.1 1 2 28.146 4.3 10.6 na 14 1 1 10.6 3 28.146 4.3 15.08 na 16.7 1 1 10.6 5 29.083 10.63 na 6 29.083 15.28 na 4 27.146 4.3 22.43 na 20.36 1 1 7.1 7 28.083 26.83 na 7 28.083 26.83 na 302 28.083 35.98 na II 301 28.083 28.77 na 302 28.083 35.98 na 303 28.083 38.88 na 201 19.146 36 na 202 19.146 40.4 na I' 203 19.146 43.13 na 201 19.146 36 na j 202 19.146 40.4 na 101 9.323 41.23 na 102 9.323 45.61 na 103 9.323 49.19 na 104, 9.323 52.83 na TASR 9.323 54.06 na I TSR' 5 56.1 na BSR 2 57.73 na ADP 3 60.98 na TP9 3 60.21 na TP2 3 62.33 na UG2 3 62.92 na TP1 3 61.82 na 100 TP7 3 57.29 na TP9 3 60.21 na o UG1 3 55.61 na i MT1 3 52.34 na MT2 3 63.51 na UG2 3 62.92 na TEST 1 61.2 na The maximum velocity is 23.46 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 j Wayne Automatic Fire Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 01-31-01 g Hyd. Qa Dia. Fitting Pipe Pt 4 Pt i Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 13.18 0.874 3U 4.000 9.500 9.388 K Factor = 4.3 to 150 12.000 0.839 I`I 5 13.18 0.0968 21.500 2.082 Vel = 7.048 13.18 10.631 K Factor = 4.04 i' 2 14.00 874 1V 3.000 1.021 10.600 K Factor = 4.3 j --, to 150 3.000 0.406 5 14.00 0.1082 4.021 0.435 Vel = 7.487 i 14.00 10.629 K Factor = 4.29 II'! 3 16.70 874 1V 3.000 1.021 15.079 K Factor = 4.3 toi 150 3.000 0.406 6 16.70 0.1500 4.021 0.603 Vel = 2.931 16.70 15.276 K Factor = 4.27 i 5 27.17 874 12.583 10.630 r to 150 6 27.17 0.3692 12.583 4.646 Vel = 14.530 6 16.70 0.874 1V 3.000 9.417 15.277 to 150 3.000 0.433 7 43.87 0.8958 12.417 11.123 Vel = 23.460 43.87 26.833 K Factor = 8.47 4 20.36 0.874 2U 4.000 20.188 22.425 K Factor = 4.3 to 150 1V 3.000 11.000 0.406 301 20.36 0.2165 31.188 6.752 Vel = 10.888 I' 20.36 28.771 K Factor = 3.80 7 17.76 1.101 2U 5.000 15.500 26.835 to 150 2V 5.000 20.000 301 17.76 0.0546 35.500 1.939 Vel = 5.985 17.76 28.774 K Factor = 3.31 7 26.11 1.101 6U 5.000 46.083 26.835. to 150 1V 5.000 36.000 302 26.11 0.1114 lY 1.000 82.083 9.146 Vel = 8.799 302 14.35 1.101 8U 5.000 61.583 35.983 to 150 2Y 1.000 52.000 303 11.76 0.0255 2V 5.000 113.583 2.894 Vel = 3.963 s 11.76 38.877 K Factor = 1.89 301 38.12 1.101 1Y 1.000 8.938 28.773 to 150 1V 5.000 6.000 3.871 201 38.12 0.2244 14.938 3.352 Vel = 12.846 i I i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 38.12 35.996 K Factor = 6.35 302, 14.35 1.101 lY 1.000 8.938 35.983 to 150 1V 5.000 6.000 3.871 202, 14.35 0.0368 14.938 0.550 Vel = 4.836 14.35 40.404 K Factor = 2.26 303 11.76 1.101 lY 1.000 8.938 38.876 to 150 1V 5.000 6.000 3.871 203 11.76 0.0255 14.938 0.381 Vel = 3.963 i 11.76 43.128 K Factor = 1.79 201 19.03 1.101 lY 1.000 9.823 35.996 to 150 1V 5.000 6.000 4.254 101 19.03 0.0621 15.823 0.982 Vel = 6.413 19.03 41.232 K Factor = 2.96 a I 202 18.73 1.101 lY 1.000 9.823 40.404 to 150 1V 5.000 6.000 4.254 i 102 18.73 0.0603 15.823 0.954 Vel = 6.312 18.73 203 26.48 1.101 lY to 150 1V 103 26.48 0.1143 26.48 i 201 19.09 1.101 2Y to 150 2V 202 19.09 0.0624 202 4.37 1.101 2Y to 150 2V 203 14.72 0.0386 45.612 K Factor = 2.77 1.000 9.823 43.127 5.000 6.000 4.254 15.823 1.809 Vel = 8.923 49.190 K Factor = 3.78 1.000 58.583 35.996 5.000 12.000 70.583 4.406 Vel = 6.433 1.000 58.583 40.404 5.000 12.000 70.583 2.724 Vel = 4.960 14.72 43.128 101 19.03 1.101 2Y 1.000 58.583 41.232 to 150 2V 5.000 12.000 1 j 102 19.03 0.0621 70.583 4.381 102 18.73 1.101 lY 1.000 26.750 45.612 to 150 1V 5.000 6.000 104 37.76 0.2205 32.750 7.221 37.76 103 26.48 1.101 to 150 104 26.48 0.1143 52.833 31.833 49.191 31.833 3.640 K Factor = 2.24 Vel = 6.413 Vel = 12.725 K Factor = 5.19 Vel = 8.923 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C"" or Ftng's Pe Pv ******* Notes ****** Point Qt. Pf/UL Eqv. Ln. Total Pf Pn j 26.48 52.831 K Factor = 3.64 104 64.24 2.003 lY 1.000 27.417 52.831 to 150 1V 10.000 11.000 TASR 64.24 0.0320 38.417 1.228 Vel = 6.541 TASR 2.003 lY 1.000 4.323 54.059 to 150 1.000 1.872 TSR 64.24 0.0319 5.323 0.170 Vel = 6.541 TSR 2.067 1Z 5.000 3.000 56.101 to 120 1B 5.000 1.299 BSR 64.24 0.0414 8.000 0.331 Vel = 6.142 BSR 2.003 2U 9.000 15.000 57.732 to 150 lY 1.000 19.000 2.166 ADP 64.24 0.0320 34.000 1.087 Vel = 6.541 64.24 60.985 K Factor = 8.23 i ADP 64.24 2.423 lE 8.273 40.000 60.984 to 150 1T 16.546 26.197 TP1 64.24 0.0126 1G 1.379 66.197 0.837 Vel = 4'.470 i 64.24 61.821 K Factor = 8.17 TP9 837.18 7.98 2F 12.869 455.300 60.209 to 150 25.737 TP2 837.18 0.0044 481.037 2.118 Vel = 5.370 TP2 7.98 1G 5.720 128.800 62.327 to 150 5.719 UG2` 837.18 0.0044 134.519 0.592 Vel = 5.370 UG2 2091.69 7.98 1G 5.720 112.300 62.920 to 150 5.719 TP1 1254.51 0.0093 118.019 1.098 Vel = -8.047 TP1 164.24 7.98 6F 12.869 554.400 61.821 Qa = 100 to 150 77.210 TP7 1090.27 0'.0072 631.610 4.534 Vel = -6.994 TP7 7.98 1T 50.046 177.600 57.287 i' to 150 1G 5.720 55.763 UG1 1090.27 0.0072 233.363 1.675 Vel = -6.994 I 1090.27 55.612 K Factor =-146.20 i TP9 837.18 7.98 2G 5.720 1006.700 60.209 to 150 2F 12.869 37.176 r-- UG1 837.18 0.0044 1043.876 4.597 Vel = -5.370 UG1 1090.27 9.79 1F 14.844 415.600 55.612 to 150 14.844 MT1 1927.45 0.0076 430.444 3.276 Vel = -8.215 i MT1 10.58 3E 38.132 25.000 52.335 s to 140 114.397 12.000 Fixed loss = f2 MT2 1927.45 0.0059 139.397 0.826 Vel = -7.034 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 11 WYNDHAM PLACE APARTMENTS Date 01-31-01 f Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn s i MT2 9.79 1T 67.474 10.000 63.509 to 150 67.472 UG2-1927.45-0.0076 77.472 -0.590 Vel = -8.215 UG2 2091.69 9.79 1G 6.747 50.000 62.920 to 150 1T 67.474 163.281 -1.732 TEST 164.24 0.0001 6F 14.844 213.281 0.017 Vel = 0.700 II 164.24 61.205 K Factor = 20.99 i I- 11 I 4 1 9 9 IE i f _ i i i j Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iatic Fire Sprinklers, Inc. I W.A-F.S. I I0 1ri01 oT-AIIN [X+7G1Iry]WVqIJ'3 Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM PLACE APARTMENTS Building Type I - Typical for Bldg 2 & 10 Location US 17 & 92 Sanford. Florida System 1-2 Contract 01014 Data File 01014-1.WX2 i I f Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 WYNDHAM PLACE APARTMENTS Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Location - US 17 & 92 Sanford. Florida 11 'Building - Type I - Typical for Bldg 2 & 10 Contractor - The Wilson Company Calculated By - Mike Stone iConstruction: (x) Combustible ( ) Non -Combustible OCCUPANCY - Multi -Family Residential (Apartments) Date - 02/02/01 System No. - 1-2 Contract No. - 01014 Drawing No. - FP4 of 7 Ceiling Height Varies Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: (1)1 ( )2 ( )4 ( ) X)OtherMost remote demanding head on the 3rd floor X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed Listed Flow at Start Point - 20 GPM System Type Listed Pres. at Start Point 21.6 Psi X) Wet ( ) Dry iD MAXIMUM LISTED SPACING 16 ft x 16 ft Deluge ( ) PreAction E Domestic Flow Added 100 GPM Sprinkler or Nozzle Sit Additional Flow Added 0 GPM Make Central Model GBR-2 I VI Elevation at Highest Outlet 28.146Ft Size 7/16" K-Factor 4.3 Gi Note: Temperature Rating 155 Degrees 1,_,N A 12 Psi pressure loss is included for the meter/ backflow Calculation GPM Required 119.98 Summary C-Factor Used: Psi Required 43.461 Overhead 150 W Water Flow Test: Pump Data: A Date of Test 01/06/01 Rated Cap. T Time of Test 3:00 PM @ Psi iE Static (Psi) 68 Elev. R Residual (Psi) 58 Other I Flow (GPM) 1200 IS Elevation 1 Location: On US 17-92 at point of connection At Test Underground 140 Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Source of Information: Wayne Automatic Fire Sprinklers Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I L 4ayne Automatic Fire Sprinkler Page 3 i 4YNDHAM PLACE APARTMENTS Date 01-31-01 i City Water Supply: Pump Data: C1-Static Pressure: 68 PSI s C2-Residual Pressure: 58 PSI s C2-Residual Flow: 1200 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D1-Elevation: 11.757 PSI D2-System Flow:119.98 GPM D2-System Pressure: 43.460 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM Safety Margin: 24.399 PSI 1 C2 D2 1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 aayne Automatic Fire Sprinkler Page 4 4YNDHAM PLACE e- APARTMENTS Date 01-31-01 2 19.98 5 19.98 6 19.98 7 10.63 301 1 9.36 302 3.79 303 r10<', 3.79 301 10.63 201 5.21 302 5.57 202 r 3<9 4.53 303 3.79 203 201 5.42 101 r5 <i T 5.42 202 6.25 102 r4 203 8.32 103 3.79 201 5.21 202 4.53 203 r5<:e T 6< 101 5.42 102 11.67 104 T 11<1 T 19.98 103 8.32 104 19.98 TASR 19.98 TSR 19.98 BSR 19.98 ADP 19.98 TP1 rP9 836.2o TP2 836.20 UG2 1214.77 TP1 1094.78 TP7 1094.78 UGl rP9 836.20 UG1 1930.98 MT1 1930.98 MT2 1930.98 UG2 119.98 TEST omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 5 WYNDHAM PLACE APARTMENTS Date 01-31-01 Fitting Legend 1 Abbrev. Name s A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90I I POZ-LOK TEE K Detector Check Valve ii L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 O IPX CPVC TEE j P IPX CPVC 45 Q Flow Control Valve S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE i. W Wafer Check Valve X CPVC 45 ii Y CPVC COUP. j Z i Flow Switch 1 _ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 9 Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 01-31-01 I i Unadjusted Fittings Table 4 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 g a A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 f B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 k G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34' 40 M 10 12 16 19 22 N 0 P Q 33 S 27 32, 45 55 65 76 87 98 109 130 T 25 30..., 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y II Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 01-31-01 Node Elevation K-Fact Pt Pn Flow Density Area Press' No. Actual Actual Added Req. Req. 2 28.146 4.3 21.6 na 19.98 1 1 21.6 jl S 29.083 22.04 na i_ 6 29.083 24.67 na 7 29.083 27.26 na i- 7 29.083 27.26 na 302 28.083 29.07 na 301 28.083 28.45 na 302 28.083 29.07 na 303 28.083 29.42 na 201 19.146 32.63 na 202 19.146 33.03 na 203 19.146 33.34 na 201 19.146 32.63 na 202 19.146 33.03 na 101 9.323 36.98 na 102 9.323 37.41 na 103 9.323 37.81 na 104 9.323 38.23 na TASK' 9.323 38.38 na TSR 5 40.27 na 9 BSR 2 41.61 na ADP -3 44.05 na TP9 -3 42.48 na TP2 -3 44.59 na UG2 -3 45.18 na TPl -3 44.15 na 100 TP7 -3 39.58 na TP9 -3 42.48 na UG1 -3 37.89 na MT1 -3 34.6 na i MT2 -3 45.77 na UG2 -3 45.18 na TEST 1 i- 43.46 na j !, The maximum velocity is 10.68 and it,occurs in the 1 i i, p pipe between nodes 2 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire. Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt E Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn 2 19.98 0.874 1V 3.000 1.021 21.600 K Factor = 4.3 to 150 3.000 0.406 5 19.98 0.2092 4.021 0.841 Vel = 10.6.85 19.98 22.035 K Factor = 4.26 5 19.98 0.874 12.583 22.035 to 150 f 6 19.98 0.2091 12.583 2.631 Vel = 10.685 6 0.874 1V 3.000 9.417 24.667 to 150 3.000 7 19.98 0.2091 12.417 2.596 Vel = 10.685 19.98 27.263 K Factor = 3.83 7 10.63 1.101 2U 5.000 15.500 27.264 to 150 2V 5.000 20.000 0.433 0 301 10.63 0.0211 35.500 0.750 Vel = 3.582 E 10.63 28.447 K Factor = 1.99 7 9.36 1.101 6U 5.000 46.083 27.264 to 150 1V 5.000 36.000 0.433 302 9.36 0.0167 lY 1.000 82.083 1.371 Vel = 3.154 302 5.57 1.101 8U 5.000 61.583 29.067 to 150 2Y 1.000 52.000 303 3.79 0.0031 2V 5.000 113.583 0.356 Vel = 1.277 3.79 29.423 K Factor = 0.70 301 10.63 1.101 lY 1.000 8.938 28.448 r to 150 1V 5.000 6.000 3.871 201 10.63 0.0212 14.938 0.316 Vel = 3.582 i 10.63 32.635 K Factor = 1.86 302 5.57 1.101 lY 1.000 8.938 29.067 I to 150 1V 5.00.0 6.000 3.871 202 5.57 0.0064 14.938 0.095 Vel = 1.877 1 5.57 33.033 K Factor = 0.97 303 3.79 1.101 lY 1.000, 8.938 29.423 to 150 1V 5.000 6.000 3.871 203 3.79 0.0031 14.938 0.047 Vel = 1.277 3.79 33.341 K Factor = 0.66 201 5.42 1.101 lY 1.000 9.823 32.634 to 150 1V 5.000 6.000 4.254 101 5.42 0.0061 15.823 0.096 Vel = 1.826 i E e - Computer Programs by Hydratec Inc. Route,111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 a__® WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt o Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn III 5.42 36.984 K Factor 0.89 202 6.25 1.101 lY 1.000 9.823 33.033 to 150 1V 5.000 6.000 4.254 102 6.25 0.0079 15.823 0.125 Vel = 2.106 6.25 37.412 K Factor 1.02 1 ! 203 8.32 1.101 lY 1.000 9.823 33.341 to 150 1V 5.000 6.000 4.254 103 8.32 0.0135 15.823 0.213 Vel- 2.804 I ,- 8.32 37.808 K Factor 1.35 - 201 5.21 1.101 2Y 1.000 58.583 32.634 i to 150 2V 5.000 12.000 202 5.21 0.0057 70.583 0.399 Vel = 1.756 202 0.68 1.101 2Y 1.000 58.583 33.033 to f 150 2V 5.000 12.000 j 203 4.53 0.0044 70.583 0.308 Vel = 1.527 4.53 33.341 K Factor 0.78 101 5.42 1.101 2Y 1.000 58.583 36.984 j to 150 2V 5.000 12.000 102 5.42 0.0061 70.583 0.429 Vel = 1.826 l I 102 6.25 1.101 lY 1.000 26.750 37.413 to 150 1V 5.000 6.000 104 11.67 0.0251 32.750 0.823 Vel = 3.933 11.67 38.236 K Factor 1.89 103 8.32 1.101 31.833 37.807 to 150 104 8.32 0.0134 31.833 0.428 Vel = 2.804 i 8.32 38.235 K Factor 1.35 104 19.98 2.003 lY 1.000 27.417 38.235 I to 150 1V 10.000 11.000 TASR 19.98 0.0037 38.417 0.142 Vel = 2.034 TASR 2.003 lY 1.000 4.323 38.376 to 150 1.000 1.872 J TSR 19.98 0.0038 5.323 0.020 Vel = 2.034 TSR 2.067 1Z 5.000 3.000 40.268 to 120 1B 5.000 1.299 BSR 19.98 0.0048 8.000 0.038 Vel = 1.910 BSR 2.003 2U 9.000 57.000 41.606 to 150 lY 1.000 19.000 2.166 l ADP 19.98 0.0037 76.000 0.280 Vel = 2.034 I it j Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a Wayne Automatic Fire Sprinkler I Page 10 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt. Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn E 19.98 44.052 K Factor = 3.01 I ADP 19.98 2.423 lE 8.273 40.000 44.051 to 150 1T 16.546 26.197 TP1 19.98 0.0015 1G 1.379 66.197 0.096 Vel = 1.390 19.98 44.147 K Factor = 3.01 TP9 836.20 7.98 2F 12.869 455.300 42.478 to 150 25.737 TP2 836.20 0.0044 481.037 2.114 Vel = 5.364 TP2 7.98 1G 5.720 128.800 44.592 to 150 5.719 UG2 836.20 0.0044 134.519 0.591 Vel = 5.364 UG2 2050.97 7.98 1G 5.720 112.300 45.183 to 150 5.719 TP1 1214.77 0.0088 118.019 1.035 Vel = -7.793 s TP1 119.99 7.98 6F 12.869 554.400 44.148 Qa = 100 to 150 77.210 TP7 1094.78 0.0072 631.610 4.569 Vel = -7.023 TP7j 7.98 1T 50.046 177.600 39.579 to 150 1G 5.720 55.763 UG1 1094.78 0.0072 233.363 1.688 Vel = -7.023 I 1094.78 37.891 F K Factor =-177.85 TP9 836.20 7.98 2G 5.720 1006.700 42.478 to 150 2F 12.869 37.176 UG1 836.20 0.0044 1043.876 4.587 Vel = -5.364 UG1 1094.78 9.79 1F 14.844 415.600 37.891 to 150 14.844 11 MT1 1930.98 0.0076 430.444 3.287 Vel = -8.230 MT1 10.58 3E 38.132 25.000 34.603 to 140 114.397 12.000 Fixed loss = 12 jli MT2 1930.98 0.0059 139.397 0.829 Vel = -7.047 i MT2 9.79 1T 67.474 10.000 45.774 to 150 67.472 UG2 1930.98 0.0076 77.472. 0.592 Vel = -8.230 UG2 2050.96 9.79 1G 6.747 50.000 45.183 to 150 1T 67.474 163.281 1.732 TEST 119.98 6F 14.844 213.281 0.010 Vel = 0.511 119.98 43.461 K Factor = 18.20 r I!_ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iatic Fire Sprinklers, Inc. z 1 7.A-F.S. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM.PLACE APARTMENTS Building Type I - Typical for Bldg 2 & 10 Location US 17 & 92 Sanford. Florida System 1-3 Contract 01014 Data File 01014-1.WX3 I Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 WYNDHAM PLACE APARTMENTS Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET` Name - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida Building - Type I - Typical for Bldg 2 & 10 System No. - 1-3 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP4 of 7 j Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) S Type of Calculation: NFPA 13 Residential X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 4 ( ) S X)OtherLargest most remote compartment on the 2nd floor T X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date.1996 Ed II M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point - 13.8 Psi M Wet ( ) Dry D MAXIMUM LISTED SPACING 20 ft x 20 ft Deluge ( ) PreAction E Domestic Flow Added - 100 Gpm Sprinkler or Nozzle S Additional Flow Added - 0 Gpm Make Central Model GBR-2 I Elevation at Highest Outlet - 17.333Ft Size 7/16" K-Factor 4.3 G Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow I; Calculation Gpm Required 132.74 Psi Required 37.330 At Test Summary C-Factor Used: Overhead 150 Underground 140 W A fI T E R i S P I P a L Y Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 01/06/01 Rated Cap. Cap. Time of Test - 3:00 PM @ Psi Elev. Static (Psi) - 68 Elev. Residual (Psi) - 58 Other Well Flow (Gpm) - 1200 Proof Flow Gpm Elevation - 1 Location: On US 17-92 at point of connection Source of Information: Wayne Automatic Fire Sprinklers I Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 3 WYNDHAM PLACE APARTMENTS Date 01-31-01 City Water Supply: Pump Data: Cl-Static Pressure: 68 PSI C2-Residual Pressure: 58 PSI C2-Residual Flow: 1200 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) D1-Elevation: 7.074 PSI D2-System Flow:132.74 GPM D2-System Pressure: 37.330 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM Safety Margin: 30.500 PSI 1 C2 D2 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 WYNDHAM PLACE APARTMENTS Date 01-31-01 11 16.03 13 4 12 16.71 13 32.74 14 4 6.91 301 4 6.91 302 5.63 303 1 6 'E r 301 6.91 201 302 1.28 202 5<-i T 7.76 303 5.63 203 i 201 9.73 101 T 9.73 202 9.63 102 7 < 203 13.39 103 201 16.64 14 16.10 202 7.76 203 T 9. 13 > 101 9.73 102 19.36 104 T 19.q6 T 32.74 103 13.39 104 32.74 TASK 32.74 TSR Y. TP9 836.48 TP2 836.48 UG2 1226.24 TP1 TP9 836.48 UG1 1929.97 MT1. 1929.97 MT2 32.74 BSR 109 TP7 1929.97 UG2 32.74 ADP 32.74 TP1 lo UG1 132.74 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 5 WYNDHAM PLACE APARTMENTS Date 01-31-01 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve si L M Long Turn Elbow Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve' S Swing Check Valve T 90' Flow thru Tee U CPVC 90 I V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP. Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 l WYNDHAM PLACE APARTMENTS Date 01-31-01 I_ Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 i P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 0 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 1 0 P I— Q 33 s 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 i U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i I - Wayne Automatic Fire Sprinkler Page 7 1 WYNDHAM PLACE APARTMENTS Date 01-31-01 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. i a it 11 17.333 4.3 13.9 na 16.03 1 1 13.9 12 17.333 4.3 15.11 na 16.71 1 1 13.9 13 28.083 11.06 na 4 28.083 20.32 na 4 28.083 20.32 na 302 28.083 21.1 naI i 301 28.083 19.98 na 302 28.083 21.1 na 303 28.083 21.84 na 201 19.146 23.71 na 202 19.146 24.98 na 203 19.146 25.81 na 201 19.146 23.71 na 14 19.146 22.71 na 202 19.146 24.98 na 101 9.323 28.25 na 102 9.323 29.51 na i 103 9.323, 30.58 na 104 9.323 31.61 na TASR 9.323 31.96 na TSR 5 33.88 na i( BSR 2 35.28 na I; ADP 3 37.76 na TP9 - 3 36.34 na TP2 3 38.46 na UG2 3 39.05 na TP1 3 38 na 100 TP7 3 33.44 na TP9 3 36.34 na UG1 3 31.75 naiMT1328.47 na MT2 3 39.64 na I UG2 3 39.05 na TEST iI 1 37.33 na III The maximum velocity is 17.51 and it occurs in the pipe between nodes 13 and 14 9 i i i_ Computer i! Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L Wayne Automatic Fire Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** 6i Point Qt Pf/UL Eqv. Ln. Total Pf Pn 11 16.03 0.874 lU 4.000 9.021 13.900 K Factor = 4.3 to 150 4.000 4.656 13 16.03 0.1391 13.021 1.811 Vel = 8.572 s I 16.03 11.055 K Factor = 4.82 12 16.71 0.874 1V 3.000 1.021 15.107 K Factor = 4.3 to 150 3.000 4.656 13 16.71 0.1502 4.021 0.604 Vel = 8.936 16.71 11.055 K Factor = 5.03 13 32.74 0.874 1V 3.000 11.917 11.056 to 150 3.000 3.871 14 32.74 0.5214 14.917 7.777 Vel.= 17.508 32.74 22.704 K Factor = 6.87 4 6.91 1.101 2U 5.000 15.500 20.320 to 150 2V 5.000 20.000 301 6.91 0.0095 35.500 0.338 Vel = -2.329 i i 6.91 19.982 K Factor = -1.55 R 4 6.91 1.101 6U 5.000 46.083 20.320 to 150 iv 5.000 36.000 302 6.91 0.0095 lY 1.000 82.083 0.782 Vel = 2.329 302 1.28 1.101 8U 5.000 61.583 21.103 to 150 2Y 1.000 52.000 303 5.63 0.0065 2V 5.000 113:583 0.741 Vel = 1.897 5.63 21.844 K Factor = 1.20 301 6.91 1.101 lY 1.000 8.938 19.982 to 150 1V 5.000 6.000 3.871 201 6.91 0.0095 14.938 0.142 Vel = -2.329 6.91 23.711 K Factor = -1.42 i 302 1.28 1.101 lY 1.000 8.938 21.103 to 150 1V 5.000 6.000 3.871 202 1.28 0.0004 14.938 0.006 Vel = 0.431 1.28 24.980 K Factor = 0.26 303 5.63 1.101 lY 1.000 8.938 21.844 to 150 1V 5.000 6.000 3.871 203 5.63 0.0065 14.938 0.097 Vel = 1.897 j 5.63 25.812 K Factor 1.11 201 9.73 1.101 lY 1.000 9.823 23.710 to 150 1V 5.000 6.000 4.254 101 9.73 0.0179 15.823 0.284 Vel = 3.27.9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt i Ref. C" or Ftng's Pe Pv Notes ****** it Point Qt Pf/UL Eqv. Ln. Total Pf Pn 9.73 28.248 K Factor = 1.83 202 9.63 1.101 lY 1.000 9.823 24.980 to 150 1V 5.000 6.000 4.254 102 9.63 0.0176 15.823 0.279 Vel = 3.245 i 9.63 29.513 K Factor = 1.77 it 203 13.39 1.101 lY 1.000 9.823 25.813 to 150 1V 5.000 6.000 4.254 103 13.39 0.0324 15.823 0.513 Vel = 4.512 tl! i 13.39 30.580 K Factor = 2.42 201 16.64 1.101 lY 1.000 14.750 23.710 to 150 1V 5.000 6.000 14 16.64 0.0484 20.750 1.005 Vel = -5.607 14 32.74 1.101 lY 1.000 43.917 22.705 to 150 1V 5.000 6.000 202 16.10 0.0456 49.917 2.274 Vel = 5.426 202 8.34 1.101 2Y 1.000 58.583 24.980 1 ' to 150 2V 5.000 12.000 203 7.76 0.0118 70.583 0.833 Vel = 2.615 7.76 25.813 K Factor = 1.53 9 101` 9.73 1.101 2Y 1.000 58.583 28.248 to 150 2V 5.000 12.000 102 9.73 0.0179 70.583 1.266 Vel = 3.279 102 9.63 1.101 lY 1.000 26.750 29.513 to 150 1V 5.000 6.000 104 19.36 0.0641 32.750 2.098 Vel = 6.524 19.36 31.611 K Factor = 3.44 103 13.39 1.101 31.833 30.579 to 150 104 13.39 0.0324 31.833 1.031 Vel = 4.512 13.39 31.610 K Factor = 2.38 104 32.74 2.003 lY 1.000 27.417 31.610 to 150 1V 10.000 11.000 TASR 32.74 0.0092 38.417 0.353 Vel = 3.334 TASR 2.003 lY 1.000 4.323 31.963 to 150 1.000 1.872 TSR 32.74 0.0092 5.323 0.049 Vel = 3.334 4 TSR 2.067 1Z 5.000 3.000 33.884 to 120 1B 5.000 1.299 BSR 32.74 0.0119 8.000 0.095 Vel = 3.130 Computer i Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 WYNDHAM PLACE APARTMENTS Date 01-31-01 E Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C or Ftng s Pe Pv Notes i! Point Qt Pf/UL Eqv. Ln. Total Pf Pn i' BSR 2.003 2U 9.000 15.000 35.279 to 150 lY 1.000 19.000 2.166 i ADP 32.74 0.0092 34.000 0.312 Vel = 3.334 i it 32.74 37.757 K Factor = 5.33 II ADP 32.74 2.423 lE 8.273 40.000 37.757 to 150 1T 16.546 26.197 TP1 32.74 0.0036 1G 1.379 66.197 0.241 Vel = 2.278 32.74 37.998 K Factor = 5.31 TP9 836.48 7.98 2F 12.869 455.300 36.344 to 150 25.737 TP2 836.48 0.0044 481.037 2.115 Vel = 5.366 TP2 7.98 1G 5.720 128.800 38.459 to 150 5.719 UG2 836.48 0.0044 134.519 0.591 Vel = 5.366 UG2 2062.72 7.98 1G 5.720 112.300 39.051 to 150 5.719 TP1 1226.24 0.0089 118.019 1.053 Vel = -7.866 J T21 132.75 7.98 6F 12.869 554.400 37.998 Qa = 100 to 150 77.210 TP7 1093.49 0.0072 631.610 4.559 Vel = -7.015 TP7 7.98 1T 50.046 177.600 33.439 to 150 1G 5,720 55.763 j UG1 1093.49 0.0072 233.363 1.684 Vel = -7.015 1093.49 31.755 K Factor =-194.05 TP9 836.48 7.98 2G 5.720 1006.700 36.344 to 150 2F 12.869 37.176 UG1 836.48 0.0044 1043.876 4.590 Vel = -5.366 UG1 1093.49 9.79 1F 14.844 415.600 31.754 to 150 14.844 MT1 1929.97 0.0076 430.444 3.284 Vel = -8.226 MT1 10.58 3E 38.132 25.000 28.470 to 140 114.397 12.000 Fixed loss = 12 MT2 1929.97 0.0059 139.397 0.828 Vel = -7.043 MT2 9.79 1T 67.474 10.000 39.642 to 150 67.472 UG2 1929.97 0.0076 77.472 0.591 Vel = -8.226 UG2 2062.71 9.79 1G 6.747 50.000 39.051 to 150 1T 67.474 163.281 1.732 TEST 132.74 0.0001 6F 14.844 213.281 0.012 Vel = 0.566 132.74 37.331 K Factor = 21.73 IIr _j II, , Computer Programs by Hydratec Inc L Route 111 Windham N.H. USA 03087 1 }. s WAY,- Automatic Fire Sprinklers, Inc... s W.A—F.S. i 1 ' HYDRA000 CALCULATIONS Wayne Automatic Fire Sprinkler q 222 Capitol Court Ocoee Florida 34761 407 656-3030 i i e' I i I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 1 WYNDHAM PLACE APARTMENTS Date 01-31-01 j Ia HYDRAULIC DESIGN INFORMATION SHEET i Name - Wyndham Place Apartments Location - US 17 & 92 Sanford. Florida Building - Type I — Typical for Bldg 2 & 10 System No. - 1-4 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP4 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) Date - 02/02/01 Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) X)OtherLargest most remote compartment on the 2nd floor X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed Listed Flow at Start Point - 20 GPM System Type Listed Pres at Start Point - 21 6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 ft x 20 ft Deluge ( ) PreAction E Domestic Flow Added 100 GPM Sprinkler or Nozzle s S Additional Flow Added 0 GPM Make Central Model GBR-2 Idi I Elevation at Highest Outlet 17.333Ft Size 7/16" K-Factor 4.3 Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow Calculation GPM Required 119.98 Psi Required 37.849 At Test Summary C-Factor Used: Overhead 150 Underground 140 lW Water Flow Test: Pump Data: Tank or Reservoir: i A Date of Test - 01/06/01 Rated Cap. Cap. T Time of Test - 3:00 PM Q Psi Elev. E Static (Psi) - 68 Elev. R Residual (Psi) - 58 Other Well Flow (GPM) - 1200 Proof Flow GPM Elevation - 1 Location: On US 17-92 at point of connection Source of Information: Wayne Automatic Fire Sprinklers I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 v , Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 4 4.22 301 4 4.22 302 3.44 303 4 ." 301 4.22 201 302 0.78 202 3<T 4.73 303 3.44 203 201 5,94 101 T 5.94 202 5.88 102 4 <- 203 8.17 103 201 10.16 14 9.83 202 4.73 203 5. 14 > 101 5.94 102 11.81 104 T 11<i T 19.98 103 8.17 104 19.98 TASR 19.98 TSR TP9 836.2o TP2 836.20 E UG2 1214.77 TP1 TP9 836.20 UG1 1930.98 MT1 1930.98 MT2 19.98 BSR 19.98 ADP 19.98 TP1 1094.78 TP7 1094.78 UG1 1930.98 UG2 119.98 TEST Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler WYNDHAM PLACE APARTMENTS Fitting Legend Abbrev. A B C D E F H K L M N 0 P 4 . S T U S1 V W i X j Y I Z 2 g I Computer Programs by Hydratec Inc Page 5 Date 01-31-01 Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve POZ-LOK 90 POZ-LOK)TEE Detector Check Valve Long Turn Elbow Medium Turn Elbow IPX CPVC 90 IPX CPVC TEE IPX CPVC 45 Flow Control Valve Swing Check Valve 90' Flow thru Tee CPVC 90 CPVC TEE Wafer Check Valve CPVC 45 CPVC COUP. Flow Switch Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 01-31-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 i D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 s 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 5S 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 s WYNDHAM PLACE APARTMENTS Date 01-31-01 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. j 11 17.333 4.3 21.6 na 19.98 1 1 21.6 13 28.083 19.67 na 4 28.083 23.38 na 4 28.083 23.38 na 302 28.083 23.7 na II 301 28.083 23.25 na 302 28.083 23.7 na 303 28.083 24 na 201 19.146 27.06 na 202 19.146 27.57 na 203 19.146 27.91 na 201 19.146 27.06 na 14 19.146 26.66 na 202 19.146 27.57 na 101 9.323 31.43 na J 102 9.323 31.94 na 103 9.323 32.36 na 104 9.323 32.78 na TASR 9.323 32.92 na TSR 5 34.81 na BSR 2 36.15 na ADP -3 38.44 na TP9 -3 36.87 na TP2 -3 38.98 na UG2 -3 39.57 na 1i TP1 -3 38.54 na 100 II TP7 -3 33.97 na i- TP9 -3 36.87 na UG1 -3 32.28 na MT1 -3 28.99 na MT2 -3 40.16 na UG2 -3 39.57 na TEST 1 37.85 na The maximum velocity is 10.68 and it occurs in the pipe between nodes 11 and 13 I i Computer Programs byI Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 1 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt i Ref. C" or Ftng's Pe Pv Notes ****** i Point_ Qt Pf/UL Ecv. Ln. Total Pf Pn 9 - 11 19.98 0.874 lU 4.000 9.021 21.600 K Factor = 4.3 k to 150 4.000 4.656 R 13 19.98 0.2090 13.021 2.722 Vel = 10.685 19.98 19.666 K Factor = 4.51 13 19.98 0.874 1V 3.000 11.917 19.668 to 150 3.000 3.871 14 19.98 0.2091 14.917 3.119 Vel = 10.685 19.98 26.658 K Factor = 3.87 4 4.22 1.101 2U 5.000 15.500 23.384 to 150 2V 5.000 20.000 301 4.22 0.0038 35.500 0.136 Vel = -1.422 4.22 23.248 K Factor = -0.88 4 4.22 1.101 6U 5.000 46.083 23.384 to 150 1V 5.000 36.000 302 4.22 0.0038 lY 1.000 82.083 0.314 Vel = 1.422 I i 302 0.78 1.101 8U 5.000 61.583 23.698 to 150 2Y 1.000 52.000 303 3.44 0.0026 2V 5.000 113.583 0.298 Vel = 1.159 0 3.44 23.996 K Factor = 0.70 301 4.22 1.101 lY 1.000 8.938 23.248 to 150 1V 5.000 6.000 3.871 201 4.22 0.0038 14.938 0.057 Vel = -1.422 4.22 27.062 K Factor = -0.81 302 0.78 1.101 lY 1.000 8.938 23.698 to 150 1V 5.000 6.000 3.871 202 0.78 0.0002 14.938 0.003 Vel = 0.263 0.78 27.572 K Factor = 0.15 303 3.44 1.101 lY 1.000 8.938 23.995 to 150 1V 5.000 6.000 3.871 203 3.44 0.0026 14.938 0.039 Vel = 1.159 3.44 27.905 K Factor = 0.65 201 5.94 1.101 lY 1.000 9.823 27.062 i to 150 1V 5.000 6.000 4.254 101 5.94 0.0072 15.823 0.114 Vel = 2.002 F 5.94 31.430 K Factor = 1.06 202 5.88 1.101 lY 1.000 9.823 27.571 to 150 1V 5.000 6.000 4.254 102 5.88 0.0071 15.823 0.112 Vel = 1.981 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i i Wayne Automatic Fire Sprinkler Page 9 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt f Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 5.88 31.937 K Factor 1.04 203 8.17 1.101 lY 1.000 9.823 27.905 to 150 1V 5.000 6.000 4.254 103 8.17 0.0130 15.823 0.205 Vel = 2.753 8.17 32.364 K Factor 1.44 201 10.16 1.101 lY 1.000 14.750 27.062 to 150 1V 5.000 6.000 14 10.16 0.0194 20.750 0.403 Vel = -3.424 14 19.99 1.101 lY 1.000 43.917 26.659 to 150 1V 5.000 6.000 202 9.83 0.0183 49.917 0.913 Vel = 3.313 202 5.10 1.101 2Y 1.000 58.583 27.571 to 150 2V 5.000 12.000 203 4.73 0.0047 70.583 0.333 Vel = 1.594 4.73 27.904 K Factor 0.90 101 5.94 1.101 2Y 1.000 58.583 31.430 to 150 2V 5.000 12.000 102 5.94 0.0072 70.583 0.508 Vel = 2.002 102 5.87 1.101 lY 1.000 26.750 31.937 to 150 1V 5.000 6.000 104 11.81 0.0257 32.750 0.841 Vel 3.980 j 11.81 32.778 K Factor 2.06 103 8.17 1.101 31.833 32.365 to 150 i 104 8.17 0.0130 31.833 0.413 Vel = 2.753 8.17 32.778 K Factor 1.43 104 19.98 2.003 lY 1.000 27.417 32.778 to 150 1V 10.000 11.000 TASR 19.98 0.0037 38.417 0.142 Vel = 2.034 TASR 2.003 lY 1.000 4.323 32.920 to 150 1.000 1.872 TSR 19.98 0.0038 5.323 0.020 Vel = 2.034 TSR 2,067 1Z 5.000 3.000 34.812 to 120 13 5.000 1.299 BSR 19.98 0.0048 8.000 0.038 Vel = 1.910 BSR 2.003 2U 9.000 15.000 36.149 to 150 lY 1.000 19.000 2.166 ADP 19.98 0.0037 34.000 0.125 Vel = 2.034 19.98 38.440 K Factor 3.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn ADP 19.98 2.423 lE 8.273 40.000 38.440 s to 150 1T 16.546 26.197 TP1 19.98 0.0015 1G 1.379 66.197 0.096 Vel = 1.390 19.98 38.536 K Factor = 3.22 TP9 836.20 7.98 2F 12.869 455.300 36.867 to 150 25.737 TP2 836.20 0.0044 481.037 2.114 Vel = 5.364 T22 7.98 1G 5.720 128.800 38.981 to 150 5.719 UG2 836.20 0.0044 134.519 0.591 Vel = 5.364 UG2 2050.97 7.98 1G 5.720 112.300 39.572 to 150 5.719 TP1 1214.77 0.0088 118.019 1.035 Vel = -7.793 TP1 119.99 7.98 6F 12.869 554.400 38.537 Qa = 100 to 150 77.210 TP7 10'94.78 0.0072 631.610 4.569 Vel = -7.023 TP7 7.98 1T 50.046 177.600 33.968 to 150 1G 5.720 55.763 UG1 1094.78 0.0072 233.363 1.688 Vel = -7.023 1094.78 32.280 K Factor =-192.69 TP9 836.20 7.98 2G 5.720 1006.700 36.867 to 150 2F 12.869 37.176 i UG1 836.20 0.0044 1043.876 4.587 Vel = -5.364 UG1 1094.78 9.79 1F 14.844 415.600 32.280 to 150 14.844 MTl 1930.98 0.0076 430.444 3.287 Vel = -8.230 MT1 10.58 3E 38.132 25.000 28.992 to 140 114.397 12.000 Fixed loss =. 12 MT2 1930.98 0.0059 139.397 0.829 Vel = -7.047 MT2 9.79 1T 67.474 10.000 40.163 to 150 67.472 UG2 1930.98 0.0076 77.472 0.592 Vel = -8.230 UG2 2050.96 9..79 1G 6.747 50.000 39.572 to 150 1T 67.474 163.281 1.732 TEST 11998 6F 14.844 213.281 0.010 Vel = 0.511 j 119.98 37.850 K Factor = 19.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iatic Fire Sprinklers, Inc. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM PLACE APARTMENTS Building Type II - Typical for Bldg 8 & 11 Location US 17 & 92 Sanford. Florida System 2-1 Contract 01014 Data File 01014-2.WX1 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 1 WYNDHAM PLACE APARTMENTS Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET- jName - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida Building - Type II - Typical for Bldg 8 & 11 System No. - 2'-1 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No.— FP5. of 7• Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) S Type of Calculation: :( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers,Flowing: l ( )2 (X)4 ( ) S X)OtherLargest most remote compartment on the 3rd floor T X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed E M Listed Flow at Start Point 16 Gpm System Type Listed Pres. at Start Point 13.8 Psi (X) Wet ( ) Dry ID MAXIMUM LISTED SPACING 18 ft x 18 ft ( ) Deluge (,) PreAction E Domestic Flow Added 110 Gpm Sprinkler or Nozzle S 4I, Additional Flow Added 0 Gpm Make Central Model GBR-2 jI Elevation at Highest Outlet 28.146Ft Size 7/16" K-Factor 4.3 G Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow E, Calculation Gpm Required 179.59 Psi Required 61.454 At Test 6 y Summary C-Factor Used: Overhead 150 Underground-140 IW Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 01/06/01 Rated Cap. Cap. 1; ',T Time of Test - 3:00 PM @ Psi Elev. E Static (Psi).. - 68 Elev. R Residual (Psi) - 58 Other Well Flow (Gpm) - 1200 Proof Flow Gpm fS Elevation - 1 P Location: On US 17-92 at point of connection P L Source of Information: Wayne Automatic Fire Sprinklers Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f . Wayne Automatic Fire Sprinkler Page 3 g wvNnT4AM PLACE APARTMENTS Date 01-31-01 City -Water Supply: Pump Data: Cl-Static Pressure: 68 PSI C2-Residual Pressure: 58 PSI C2-Residual Flow:^ 1200 GPM 150 D1-Elevation: 11.757 PSI 140 D2-System Flow:179.59 GPM D2-System Pressure: 61.454 PSI Hose ( Adj City ):0 GPM 130 Hose ( Demand ):0 GPM P 120 Safety Margin: 6.248 PSI R 110 E 100 S 90 S 80 U 1 70 D2 R C2 60 E 50 40 30 20 1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) EE " Computer Programs by atec Inc. Route 111 Windham N.H. USA 03087 J Wayne Automatic Fire Sprinkler l J' Page 4 WYNDHAM PLACE APARTMENTS Date 01-31-01 2 16.03 5 3 17.23 5 4 17.21 7 d 1 19.11 301 25.25 5 33.26 6 9.01 7 j 33<-T 25<! 6 25.25 301 a 7 25.23 302 14.72 303 T 14.72 301 44.36 201 T 8.25 302 1o.51 202 g 14<2 T 18.76 II 303 14.72 203 9 201 36.11 101 T 36.11 202. 102 203 33.48 103 14.72 201 8.2s 202 18.76 203 36 <1 101 36.11 102 36.11 104 T 36<1 T 69.59 103 33.48 104 69.59 TASR 69.59 TSR 69.59 BSR 69.59 ADP 69.59 TP9 954.70 TP2 954.70 UG2 1122.13 TP1 1122.13 TP7 1122.13 UG1 TP9 775.11 UG1 1897.24 MT1 1897.24 MT2 1897.24 UG2 179.59 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 UG1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 01-31-01 Fitting Legend E, Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 i YCPVC COUP. Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 01-31-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 1 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 i 24 i- A 17 27 29ii B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 EI WYNDHAM PLACE APARTMENTS Date 01-31-01 f Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 2 28.146 4.3 13.9 na 16.03 1 1 13.9 3 28.146 4.3 16.06 na 17.23 1 1 13.9 4 27.146 4.3 16.03 na 17.21 1 1 13.9 1 27.146 4.3 19.75 na 19.11 1 1 13.9 5 29.083 16.29 na 6 29.083 21.61 na 6 29.083 21.61 na 7 28.083 22.31 na 302 28.083 30.84 na 301 28.083 25.55 na 302 28.083 30.84 na 303 28.083 35.9 na 201 19.146 33.86 na 202. 19.146 42.87 na 203 19.146 40.35 na 201 19.146 33.86 na 202 19.148 35.02 na 101 9.323 41.32 na 102 9.323 47.12 na 103 9.323 47.4 na i 104 9.323 49.97 na TASR 9.323 51.56 na TSR 5 53.63 na BSR 2 55.31 na ADP -3 58.74 na TP9 -3 59.71 na 110 TP2 -3 62,41 na' UG2 -3 63.17 na TP1 -3 62.27 na j TP7 -3 57.49 na TP9 -3 59.71 na UG1 -3 55.72 na MT1 -3 52.54 na MT2 -3 63.74 na UG2 -3 63.17 na TEST 1 61.45 na The maximum velocity is 17.79 and it occurs in the pipe between nodes 5 and 6 I' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** r( ! Point Qt Pf/UL Eqv. Ln, Total Pf Pn 2 16.03 0.874 lU 4.000 13.104 13.900 K Factor = 4.3 to 150 1V 3.000 7.000 0.406 5 16.03 0.1391 20.104 2.797 Vel = 8.572 16.03 16.291 K Factor = 3.97 3 17.23 0.874 1V 3.000 1.021 16.058 K Factor = 4.3 to 150 3.000 0.406 5 17.23 0.1589 4.021 0.639 Vel = 9.214 17.23 16.291 K Factor = 4.27 4 17.21 0.874 lU 4.000 35.167 16.027 K Factor = 4.3 to 150 1V 3.000 7.000 0.406 7 17.21 0.1586 42.167 6.689 Vel = 9.203 17.21 22.310 K Factor = 3.64 1 19.11 0.874 4V 3.000 20.188 19.754 K Factor = 4.3 a to 150 12.000 0.406 301 19.11 0.1926 32.188 6.198 Vel = 10.219 19.11 25.546 K Factor -- 3.78, 5 33.26 0.-874 1V 3.000 6.917 16.291 j to 150 3.000 6 33.26 0.5368 9.917 5.323 Vel = 17.786 i, 33.26 21.614 K Factor = 7.15 6 8.01 1.101 2U 5.000 11.167 21.615 to 150 10.000 0.433 7 8.01 0.0125 21.167 0.265 Vel = 2.699 8.01 22.313 K Factor = 1.70 6 25.25 1.101 2U 5.000 13.417 21.615 to 150 2V 5.000 20.000 0.433 301 25.25 0.1047 33.417 3.500 Vel = 8.509 25.25 25.548 K Factor = 5.00 7 25.23 1.101 4U 5.000 55.583 22.313 to 150 1V 5.000 26.000 302 25.23 0.1046 lY 1.000 81.583 8.531 Vel = 8.502 302 10.51 1.101 8U 5.000 80.167 30.843 to 150 lY 1.000 51.000 303 14.72 0.0386 2V 5.000 131.167 5.062 Vet = 4.960 14.72 35.905 K Factor = 2.46 301 44.36 1.101 lY 1.000 8.938 25.547 to 150 1V 5.000 6.000 3.871 201 44.36 0.2970 14.938 4.437 Vel = 14.949 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Wayne Automatic Fire Sprinkler Page 10 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt C" or Ftng's Pe Pv NotesIRef. Point Qt Pf/UL Eqv. Ln. Total Pf Pn 44.36 33.855 K Factor = 7.62 302 10.51 1.101 lY 1.000 8.938 30.843 to 150 1V 5.000 6.000 3.871 202 10.51 0.0207 14.938 0.309 Vel = 3.542 10.51 35.023 K Factor = 1.78 303 14.72 1.101 lY 1.000 8.938 35.905 to 150 1V 5.000 6.000 3.671 203 14.72 0.0386 14.938 0.576 Vel = 4.960 14.72 40.352 K Factor = 2.32 201 36.11 1.101 lY 1.000 9.823 33.855 to 150 1V 5.000 6.000 4.254 101 36.11 0.2030 15.823 3.212 Vel = 12.169 36.11 41.321 K Factor = 5.62 202. 0 1.101 lY 1.000 9.823 42.867 0 to 150 1V 5.000 6.000 4.254 0 102 0 0 15.823 0 0 Vel = 0 I 47.121 K Factor = 203 33.48 1.101 lY 1.000 9.823 40.352 to 150 1V 5.000 6.000 4.254 103 33.48 0.1765 15.823 2.793 Vel = 11.282 I' 33.48 47.399 K Factor = 4.86 201 8.25 1.101 lY 1.000 77.167 33.855 to 150 2V 5.000 11.000 202 8.25 0.0132 88.167 1.166 Vel = 2.780 202 10.51 1.101 lY 1.000 77.167 35.022 to 150 2V 5.000 11.000 203 18.76 0.0604 88.167 5.329 Vel = 6.322 18.76 40.351 K Factor = 2.95 101 36.11 1.394 1Y 1.000 77.167 41.321 to 150 2V 6.000 13.000 i __. 102 36.11' 0.0643 90.167 5.801 Vel = 7.591 102 1.394 lY 1.000, 37.250 47.121 to 150 1V 6.000 7.000 104 36.11 0.0643 44.250 2.847 Vel = 7.591 36.11 49.968 K Factor = 5.11 103 33.48 1.394 1V 6.000 39.917 47.399 to 150 6.000 104 33.48 0.0559 45.917 2.568 Vel = 7.038 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 11 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 33.48 49.967 K Factor = 4.74 104 69.59 2.003 lY 1.000 32.000 49.967 to 150 1V 10.000 11.000 TASR 69.59 0.0371 43.000 1.594 Vel = 7.086 TASR 2.003 lY 1.000 4.323 51.561 to 150 1.000 1.872 TSR 69.59 0.0370 5.323 0.197 Vel = 7.086 TSR 2.067 1Z 5.000 3.000 53.630 to 120 1B 5.000 1.299 BSR 69.59 0.0480 8.000 0.384 Vel = 6.654 BSR 2.003 2U 9.000 15.000 55.314 to 150 lY 1.000 19.000 2.166 ADP 69.59 0.0371 34.000 1.260 Vel = 7.086 69.59 58.740 K Factor = 9.08 ADP 69.59 2.423 lE 8.273 40.000 58.739 to 150 1T 16.546 26.197 TP9 69.59 0.0147 1G 1.379 66.197 0.971 Vel 4.842 TP9 885.11 7.98 2F 12.869 455.300 59.710 Qa = 110 to 150 25.737 TP2 954.70 0.0056 481.037 2.701 Vel 6.124 TP2 7.98 1G 5.720 128.800 62.411 to 150 5.719 UG2 954.70 0.0056 134.519 0.755 Vel 6.124 UG2 2076.83 7.98 1G 5.720 112.300 63.167 to 150 5.719 TP1 1122.13 0.0076 118.019 0.894 Vel 7.198 TP1 7.98 6F 12.869 554.400 62.273 to 150 77.210 TP7 1122.13 0.0076 631.610 4.782 Vel 7.198 TP7 7.98 1T 50.046 177.600 57.491 to 150 1G 5.720 55.763 UG1 1122.13 0.0076 233.363 1.767 Vel 7.198 1122.13 55.724 K Factor 150.32 TP9 775.11 7.98 2G 5.720 1006.700 59.710 to 150 2F 12.869 37.176 UG1 775.11 0.0038 1043.876 3.986 Vel 4.972. UG1 1122.13 9.79 1F 14.844 415.600 55.724 to 150 14.844 MT1 1897.24 0.0074 430.444 3.182 Vel 8.086 MT1 10.58 3E 38.132 25.000 52.542 to 140 114.397 12.000 Fixed loss = 12 MT2 1897.24-0.0058 139.397 0.802 Vel = -6.924 MT2 9.79 1T 67.474 10.000 63.739 to 150 67.472 UG2-1897.24-0.0074 77.472 -0.573 Vel = -8.086 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L _. Wayne Automatic Fire Sprinkler Page 12 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting. Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Egv. Ln. Total Pf Pn UG2 2076.83 9.79 1G 6.747 50.000 63.167 to 150 1T 67.474 163.281 1.732 TEST 179.59 0.0001 6F 14.844 213.281 0.020 Vel = 0.765 179.59 61.455 K Factor = 22.91 Route 111 Windham N.H. USA 03087 f MMMMIM Sr.; wrM. Automatic Fire Sprinklers, Inc. TA-F.S. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler WYNDHAM PLACE APARTMENTS Page 1 Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida IBuilding - Type II - Typical for Bldg 8 & 11 System No. - 2-2 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP5 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) is Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: 1)1 ( )2 ( )4 ( ) S X)OtherMost remote demanding head on the 3rd floor T X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed M Listed Flow at Start Point 20 Gpm System Type Listed Pres. at Start Point 21.6 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 ft x 18 ft ( ) Deluge ( ) PreAction E Domestic Flow Added 110 Gpm Sprinkler or Nozzle S Additional Flow Added 0 Gpm Make Central Model GBR-2 I Elevation at Highest Outlet 28.146Ft Size 7/16" K-Factor 4.3 G. Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow Calculation Gpm Required 129.98 Psi Required 45.747 At Test Summary C-Factor Used: Overhead 150 Underground 140 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 01/06/01 Rated Cap. Cap. T Time of Test - 3:00 PM @ Psi Elev. E Static (Psi) - 68 Elev. R Residual (Psi) - 58 Other Well Flow (Gpm) - 1200 Proof Flow Gpm IS Elevation - 1 Location: On US 17-92 at point of connection Source of Information: Wayne Automatic Fire Sprinklers Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r _ 0 Wayne Automatic Fire Sprinkler Page 3 WYNDHAM PLACE APARTMENTS Date 01-31-01 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 nlayne Automatic Fire Sprinkler Page 4 iJYNDHAM PLACE APARTMENTS Date 01-31-01 2 -19.98 5 19.98 6 8.02 7 5 11.96 301 r 8< 7 8.02 302 4.32 303 4.32 301 11.96 201 T 1.73 302 3.71 202 r 4 < T 5.43 303 4.32 203 201 10.23 101 T 10.23 202. 102 203 9.75 103 4.32 201 1.73 202 5.43 203 r 10'.63 L01 10 .23 102 10 .2310 .23 104 T 10 <3 T 19.98 L03 9.75 104 19.98 TASR 19.98 TSR 19.98 BSR 19.98 ADP 19.98 TP9 921.91 TP2 921.91 UG2 1117.65 TP1 1117.65 TP7 1117.65 UGl rP9 791.93 UG1 1909.57 MT1 1909.57 MT2 1909.57 UG2 129.98 TEST omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 5 WYNDHAM PLACE APARTMENTS Date 01-31-01 7G1 omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 01-31-01 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check,Valve X CPVC 45 Y CPVC COUP. Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 01-31-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 A 7.7 21.5 B 7 10 C 1 1 1 1 1 1 1 1 D 9.5 17 E 2 2 2 3 4 5 6 7 F 1 1 1 1 2 2 3 3 G 1 1 1 H 2 3 4 I 5 7 8 K 14 L 1 1 2 2 2 3 4 5 M 2 2 3 3 4 5 6 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 O 4.9 6.0 7.3 8.4 12.0 14.7 16.4 J P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 S 4 5 5 7 9 11 14 16 T 3 4 5 6 8 10 12 15 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 5 6 8 10 12 14 16 18 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 F 5 7 9 11 13 17 19 21 G 2 3 4 5 6 7 8 10 1 H I K 36 55 45 L 8 9 13 16 18 24 27 30 M 10 12 16 19 22 N 0 P Q 33 S 27 32 45 55 65 76 87 98 T 25 30 35 50 60 71 81 91 U j V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 3 1/2 4 17.0 12 1 1 28 8 10 3 4 1 2 14 5 6 6 8 35 19 22 17 20 10.3 8 10 20 24 1 1 50 61 24 28 11 13 34 40 109 130 101 121 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler s Page 8 WYNDHAM PLACE APARTMENTS Date 01-31-01 Node . Elevation K-Fact Pt Pn Flow Density Area Press No. i Actual Actual Added Req. Req. e 2 28.146 4.3 21.6 na 19.98 1 1 21.6 5 29.083 25.4 na 6 29.083 27.47 na 6 29.083 27.47 na 7 28.083 28.17 na 302 28.083 29.2 na 301 •28.083 28.79 na 302 28.083 29.2 na 303 28.083 29.72 na 201 19.146 33.05 na 202. 19.146 33.92 na 203 19.146 33.65 na 201 19.146 33.05 na 202 19.146 33.11 na 101 9.323 37.61 na 102 9.323 38.18 na 103 9.323 38.19 na 104 9.323 38.45 na I TASR 9.323 38.61 na TSR 5i 40.5 na BSR 2 41.64 na ADP -3 44.13 na A' TP9 -3 44.23 na 110 i TP2 -3 46.76 na UG2 -3 47.47 na TP1 -3 46.58 na TP7 -3 41.83 na i TP9 -3i 44.23 na UG1 -3 40.08 na MT1 -3 36.86 na MT2 -3f 48.05 na UG2 -3 47.47 na TEST 1 45.75 na The maximum velocity is 10.68 and it i I 0 occurs in the pipe between nodes 2 and 5 fil Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 WYNDHAM PLACE,APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** l Point Qt Pf/UL Eqv. Ln. Total Pf Pn 2 19.98 0.874 lU 4.000 13.104 21.600 K Factor = 4.3 to 150 1V 3.000 7.000 0.406 5 19.98 0.2091 20.104 4.203 Vel = 10.685 19.98 25.397 K Factor = 3.96 5 19.98 0.874 1V 3.000 6.917 25.399 to 150 3.000 6 19.98 0.2090 9.917 2.073 Vel = 10.685 19.98 27.472 K Factor = 3.81 6 8.02 1.101 2U 5.000 11.167 27.474 to 150 10.000 0.433 7 8.02 0.0126 21.167 0.266 Vel = 2.703 8.02 28.173 K Factor = 1.51 6 11.96 1.101 2U 5.000 13.417 27.474 to 150 2V 5.000 20.000 0.433 301 11.96 0.0263 33.417 0.878 Vel = 4.030 11.96 28.785 K Factor 2.23 7 8.02 1.101 4U 5.000 55.583 28.173 to 150 1V 5.000 26.000 302 8.02 0.0126 lY 1.000 81.583 1.024 Vel = 2.703 302 3.70 1.101 8U 5.000 80.167 29.197 to 150 lY 1.000 51.000 303 4.32 0.0040 2V 5.000 131.167 0.524 Vel = 1.456 4.32 29.721 K Factor = 0.79 301 11.96 1.101 lY 1.000 8.938 28.785 to 150 1V 5.000 6.000 3.871 201 11.96 0.0263 14.938 0.393 Vel = 4.030 11.96 33.049 K Factor = 2.08 302 3.71 1.101 lY 1.000 8.938 29.197 it-- to 150 1V 5.000 6.000 3.871 202 3.71 0.0030 14.938 0.045 Vel = 1.250 3.71 33.113 K Factor = 0.64 303 4.32 1.101 lY 1.000 8.938 29.721 to 150 1V 5.000 6.000 3.871 203 4.32 0.0040 14.938 0.060 Vel = 1.456 4.32 33.652 K Factor = 0.74 201 10.23 1.101 lY 1.000 9.823 33.048 to 150 1V 5.000 6.000 4.254 101 10.23 0.0197 15.823 0.311 Vel = 3.447 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 0 I, WYNDHAM PLACE APARTMENTS Date 01-31-01 1 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 10.23 37.613 K Factor 1.67 202. 0 1.101 lY 1.000 9.823 33.923 0 to 150 1V 5.000 6.000 4.254 0 102 0 0 15.823 0 0 Vel = 0 38.177. K Factor 203 9.75 1.101 lY 1.000 9.823 33.651 to 150 1V 5.000 6.000 4.254 103 9.75 0.0180 15.823 0.285 Vel = 3.286 9.75 38.190 K Factor 1.58 201 1.73 1.101 lY 1.000 77.167 33.048 to 150 2V 5.000 11.000 202 1.73 0.0007 88.167 0.065 Vel = 0.583 202 3.70 1.101 lY 1.000 77.167 33.113 to 150 2V 5.000 11.000 203 5.43 0.00.61 88.167 0.538 Vel = 1.830 5.43 33.651 K Factor 0.94 101 10.23 1.394 lY 1.000 77.167 37.614 to 150 2V 6.000 13.000 102 10.23 0.0062 90.167 0.563 Vel = 2.151 102 1.394 lY 1.000 37.250 38.177 to 150 1V 6.000 7.000 104 10.23 0.0062 44.250 0.276 Vel = 2.151 10.23 38.453 K Factor 1.65 103 9.75 1.394 1V 6.000 39.917 38.191 to 150 6.000 104 9.75 0.0057 45.917 0.262 Vel = 2.050 I 9.75 38.453 K Factor 1.57 104 19.98 2.003 lY 1.000 32.0.00 38.453i' to 150 1V 10.000 11.000 TASR 19.98 0.0037 43.000 0.158 Vel = 2.034 TASR 2.003 lY 1.000 4.323 38.612 to 150 1.000 1.872 TSR 19.98' 0.0038 5.323 0.020 Vel = 2.034 TSR 2.067 1Z 5.000 3.000 40.503 i to 120 1B 5.000 1.299 BSR 19.98 0.0048 8.000 0.038 Vel = 1.910 BSR 2.003 2U 9.000 15.000 41.841 s to 150 lY 1.000 19.000 2.166 ADP 19.98 0.0037 34.000 0.125 Vel = 2.034 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Wayne Automatic Fire Sprinkler Page 11 ! WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 19.98 44.132 K Factor = 3.01 ADP 19.98 2.423 lE 8.273 40.000 44.132 to 150 1T 16.546 26.197 TP9 19.98 0.0015 1G 1.379 66.197 0.096 Vel = 1.390 TP9 901.93 7.98 2F 12.869 455.300 44.228 Qa = 110 to 150 25.737 TP2 921.91 0.0053 481.037 2.532 Vel = 5.914 TP2 7.98 1G 5.720 128.800 46.760 to 150 5.719 UG2 921.91 0.0053 134.519 0.708 Vel = 5.914 UG2-2039.56 7.98 1G 5.720 112.300 47.468 to 150 5.719 TP1-1117.65-0.0075 118.019 -0.887 Vel = -7.170 TP1 7.98 6F 12.869 554.400 46.581 to 150 77.210 f TP7-1117.65-0.0075 631.610 -4.747 Vel = -7.170 TP7 7.98 1T 50.046 177.600 41.834 to 150 1G 5.720 55.763 UG1-1117.65-0.0075 233.363 -1.754 Vel = -7.170 1117.65 40.080 K Factor =-176.54 TP9 791.93 7.98 2G 5.720 1006.700 44.228 to 150 2F 12.869 37.176 UG1 791.93 0.0040 1043.876 4.148 Vel = 5.080 UG1 1117.64 9.79 1F 14.844 415.600 40.080 to 150 14.844 MT1 1909.57 0.0075 430.444 3.220 Vel = 8.139 MT1 10.58 3E 38.132 25.000 36.860 to 140 114.397 12.000 Fixed loss = 12 MT2 1909.57 0.0058 139.397 0.812 Vel = 6.969 I' i MT2 9.79 1T 67.474 10.000 48.048 to 150 67.472 UG2 1909.57 0.0075 77.472 0.580 Vel = 8.139 UG2 2039.55 9.79 1G 6.747 50.000 47.468 to 150 1T 67.474 163.281 1.732 TEST 129.98 0.0001 6F 14.844 213.281 0.011 Vel = 0.554 129.98 45.747 K Factor = 19.22 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. W.A.F.S. HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM PLACE APARTMENTS Building Type VII - Typical Bldg 1. 3. 4. 5. 6. 9 Location US 17 & 92 Sanford. Florida System 7-1 Contract 01014 Data File 01014-7.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I e Wayne Automatic Fire Sprinkler Page 2 WYNDHAM PLACE APARTMENTS Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Date - 02/02/01 Location°- US 17 & 92 Sanford. Florida j Building - Type VII - Typical Bldg 1.3.4.5.6.9 System No. - 7-1 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP6 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) S Y S T E M Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )1 ( )2 (X)4 ( ) X)OtherLargest most remote compartment on the 3rd floor X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point 13.8 Psi X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 ft x 18 ft Deluge ( ) PreAction E Domestic Flow Added 110 Gpm Sprinkler or Nozzle S w AAdditionalFloAdded 0 GpmP Model BR-2MakeCentralodeG I Elevation at Highest Outlet 27.146Ft Size 7/16" K-Factor 4.3 G Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow Calculation Gpm Required 184.74 Summary C-Factor Used: Psi Required Overhead 150 60.740 At Test Underground 140 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test 01/06/01 Rated Cap. Cap. T Time of Test 3:00 PM @ Psi Elev. E Static (Psi) 68 Elev. R Residual (Psi) 58 Other Well Flow (Gpm) 1200 Proof Flow Gpm S Elevation 1 P Location: On US 17-92 at point of connection P L Source of Information: Wayne Automatic Fire Sprinklers Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler WYNDHAM PLACE APARTMENTS Page 3 Date 01-31-01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 WYNDHAM PLACE APARTMENTS Date 01-31-01 1 16.03 5 2 18.08 5 3 20.87 7 T 25.92 4 19.76 301 5 34.11 6 7 25.92 301 34 T 5.-o5 29`GG6 6 29.06 302 18.33 303 T 18.33 301 45.69 201 T 13.48 302 10.73 202 18 3 T 24.21 303 18.33 203 201 32.21 '101 T 32.21 202. 102 203 42.54 103 T 18.33 201 13.48 202 24.21 203 32<I 101 32.21 -'102 32.21 104 T 32<1 T 74.74 103 42.54 104 74.74 TASR 74.74 TSR 14.74 BSR TP9 845.65 TP2 845.65 UG2 1235.81 TP1 1125.81 TP7 TP9 845.65 UG1 1896.72 MT1 1896.72 MT2 1896.72 UG2 74.74 ADP 74.74 TP7 1051.07 UGl 184.74 TEST Computer Programs by Hydratec Inc. Route 111 r`r Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler WYNDHAM PLACE APARTMENTS Fitting Legend Abbrev. A B C D E F G H K L M N O P 4 S T U V W X y Z. Page 5 Date 01-31-01 Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve POZ-LOK 90 POZ-LOK TEE Detector Check Valve Long Turn Elbow Medium Turn Elbow IPX CPVC 90 IPX CPVC TEE IPX CPVC 45 Flow Control Valve Swing Check Valve 90' Flow thru Tee CPVC 90 CPVC TEE Wafer Check Valve CPVC 45 CPVC COUP. Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS i l- Date 01-31-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 i 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 UIiIV i W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 01-31-01 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 28.146 4.3 13.9 na 16.03 1 1 13.9 2 27.146 4.3 17.67 na 18.08 1 1 13.9 3 27.146 4.3 23.56 na 20.87 1 1 13.9 4 27.146 4.3 21.13 na 19.76 1 1 13.9 5 28.083 17.98 na 6 28.083 26.74 na 7 28.083 26.78 na 6 28.083 26.74 na 302 28.083 30.52 na 301 28.083 28.1 na 302 28.083 30.52 na 303 28.083 33.12 na 201 19.146 33.55 na 202. 19.146 39.15 na 203 19.146 37.28 na 201 19.146 33.55 na 202 19.146 34.49 na 101 9.323 38.68 na 102 9.323 43.4 na 103 9.323 43 na 104 9.323 46.21 na TASR 9.323 48.02 na TSR 5 50.12 na BSR 2 51.86 na ADP 3 55.46 na TP9 3 59.69 na TP2 3 61.85 na UG2 3 62.45 na TP1 3 61.38 na 110 TP7 3 56.57 na TP9 3 59.69 na UG1 3 55.01 na MT1 3 51.83 na MT2 3 63.02 na UG2 3 62.45 na TEST 1 60.74 na The maximum velocity is 18.24 and it occurs in the pipe between nodes 5 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn 1 16.03 0.874 3U 4.000 14.104 13.900 K Factor = 4.3 to 150 1V 3.000 15.000 0.027 5 16.03 0.1391 29.104 4.048 Vel = 8.572 16.03 17.975 K Factor = 3.78 2 18.08 0.874 1V 3.000 1.083 17.673 K Factor = 4.3 to 150 3.000 0.406. 5 18.08 0.1739 4.083 0.710 Vel = 9.669 18.08 17.977 K Factor = 4.26 3 20.87 0.874 lU 4.000 9.000 23.556 K Factor = 4.3 to 150 1V 3.000 7.000 0.406 7 20.87 0.2266 16.000 3.626 Vel = 11.161 20.87 26.776 K Factor = 4.03 4 19.76 0.874 lU 4.000 26.000 21.126 K Factor = 4.3 to 150 2V 3.000 10.000 0.406 301 19.76 0.2048 36.000 7.374 Vel = 10.567 I r ; I 19.76 28.094 K Factor = 3.73 5 34.11 0.874 1V 3.000 12.583 17.976 to 150 3.000 6 34.11 0.5624 15.583 8.764 Vel = 18.241 34.11 26.740 K Factor = 6.60 6 5.05 1.394 2U 6.000 10.000 26.739 to 150 12.000 7 5.05 0.0017 22.000 0.037 Vel = 1.062 7 20.87 1.394 2U 6.000 13.917 26.777 to 150 2V 6.000 24.000 301 25.92 0.0348 37.917 1.321 Vel = 5.449 I 25.92 28.098 K Factor = 4.89 6 29.06 1.394 4U 6.000 56.750 26.739 jl to 150 1V 6.000 31.000 302 29.06 0.0430 lY 1.000 87.750 3.777 Vel = 6.109 302 10.73 1.394 8U 6.000 80.667 30.516 to 150 lY 1.000 61.000 303 18.33 0.0184 2V 6.000 141.667 2.600 Vel = 3.853 18.33 33.116 K Factor = 3.19 301 45.69 1.394 lY 1.000 8.938 28.098 to 150 1V 6.000 7.000 3.871 201 45.69 0.0994 15.938 1.585 Vel = 9.605 j I' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 j, WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt s Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 45.69 33.554 K Factor = 7.89 302 10.73 1.394 lY 1.000 8.938 30.516 to 150 iv 6.000 7.000 3.871 202 10.73 0.0068 15.938 0.109 Vel = 2.256 10.73 34.496 K Factor = 1.83 303 18.33 1.394 lY 1.000 8.938 33.115 to 150 1V 6.000 7.000 3.871 e`- 203 18.33 0.0183 15.938 0.292 Vel = 3.853 18.33 37.278 K Factor = 3.00 201 32.21 1.394 lY 1.000 9.823 33.553 to 150 1V 6.000 7.000 4.254 101 32.21 0.0521 16.823 0.876 Vel = 6.771 32.21 38.683 K Factor = 5.18 202. 0 1.394 lY 1.000 9.823 39.149 0 to 150 1V 6.000 7.000 4.254 0 102 0 0 16.823 0 0 Vel = 0 43.403 K Factor = 203 42.54 1.394 lY 1.000 9.823 37.278 to 150 1V 6.000 7.000 4.254 103 42.54 0.0871 16.823 1.466 Vel = 8.943 9 42.54 42.998 K Factor = 6.49 201 13.48 1.394 lY 1.000 77.667 33.553 to 150 2V 6.000 13.000 202 13.48 0.0104 90.667 0.942 Vel = 2.834 202 10.73 1.394 lY 1.000 77.667 34.495 to 150 2V 6.000 13.000 203 24.21 0.0307 90.667 2.784 Vel = 5.089 ij 24.21 37.279 K Factor = 3.97 101 32.21 1.394 lY 1.000 77.667 38.683 to 150 2V 6.000 13.000 i 102 32.21 0.0521 90.667 4.721 Vel = 6.771 102 1.394 lY 1.000 46.833 43.403 to 150 1V 6.000 7.000 it 104 32.21 0.0521 53.833 2.803 Vel = 6.771 I 32.21 46.206 K Factor = 4.74 i 103 42.54 1.394 1V 6.000 30.833 42.998 to 150 6.000 i 104 42.54 0.0871 36.833 3.209 Vel = 8.943 f Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn 42.54 46.207 K Factor = 6.26 104 74.74 2.003 lY 1.000 32.000 46.206 to 150 1V 10.000 11.000 TASR 74.74 0.0423 43.000 1.819 Vel = 7.610 TASR 2.003 lY 1.000 4.323 48.024 to 150 1.000 1.872. TSR 74.74 0.0423 5.323 0.225 Vel = 7.610 TSR 2.067 1Z 5.000 3.000 50.122 to 120 1B 5.000 1.299 BSR 74.74 0.0549 8.000 0.439 Vel = 7.146 BSR 2.003 2U 9.000 15.000 51.860 to 150 lY 1.000 19.000 2.166 ADP 74.74 0.0423 34.000 1.438 Vel = 7.610 j 1 74.74 55.464 K Factor = 10.04 ! ADP 74.74 2.423 lE 8.273 40.000 55.463 to 150 1T 16.546 26.197 v TP7 74.74 0.0167 1G 1.379 66.197 1,108 Vel = 5.200 Y 74.74 56.571 K Factor = 9.94 TP9 845.65 7.98 2F 12.869 455.300 59.689 to 150 25.737 TP2 845.65 0.0045 481.037 2.158 Vel = 5.425 TP2 7.98 1G 5.720 128.800 61.847 to 150 5.719 r --- UG2 845.65 0.0045 134.519 0.604 Vel = 5.425 UG2 2081.46 7.98 1G 5.720 112.300 62.451 to 150 5.719 TP1 1235.81 0.0090 118.019 1.068 Vel = -7.927 TP1 110.00 7.98 6F 12.869 554.400 61.383 Qa = 110 j to 150 77.210 TP7 1125.81 0.0076 631.610 4.811 Vel = -7.222 TP7 74.74 7.98 1T 50.046 177.600 56.571 to 150 1G 5.720 55.763 UG1 1051.07 0.0067 233.363 1.566 Vel = -6.742 1051.07 55.005 K Factor =-141.72 TP9 845.65 7.98 2G 5.720 1006.700 59.689 to 150 2F 12.869 37.176 UG1 845.65 0.0045 1043.876 4.683 Vel = -5.425 UG1 1051.07 9.79 1F 14.844 415.600 55.006 to 150 14.844 MT1 1896.72 0.0074 430.444 3.180 Vel = -8.084 MT1 10.58 3E 38.132 25.000 51.825 to 140 114.397 12.000- Fixed loss = 12 MT2 1896.72 0.0058 139.397 0.802 Vel = -6.922 Computer Programs by Hydratec Inc. Route 1-11 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 11 ' i WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn MT2 9.79 1T 67.474 10.000 63.023 to 150 67.472 UG2-1896.72-0.0074 77.472 -0.572 Vel = -8.084 UG2 2081.46 9.79 1G 6.747 50.000 62.451 to 150 1T 67.474 163.281 -1.732 TEST 184.74 0.0001 6F 14.844 213.281 0.021 Vel = 0.787 60.740 K Factor = 23.70 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Automatic Fire Sprinklers, Inc. rAmddd—E- 1 7.iiF.S. I HYDRA000 CALCULATIONS 1 Wayne Automatic Fire Sprinkler j 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM PLACE APARTMENTS Building Type VII - Typical Bldg 1.3.4.5.6.9 Location US 17 & 92 Sanford. Florida System 7-2 Contract 01014 Data File 01014-7.WX2 it I i Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Ll I Wayne Automatic Fire Sprinkler Page 2 WYNDHAM PLACE APARTMENTS Date 01-31-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida Building - Type VII - Typical Bldg 1.3.4.5.6.9 System No. - 7-2 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP6 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) S Y S T E M Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) X)OtherMost remote demanding head on the 3rd floor X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point 21.6 Psi X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 ft x 18 ft Deluge ( ) PreAction E Domestic Flow Added 110 Gpm Sprinkler or Nozzle S Additional Flow Added 0 Gpm Make Central Model GBR-2 I Elevation at Highest Outlet 28.146Ft Size 7/16" K-Factor 4.3 G Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow Calculation Summary W A T E R r P P L Y Gpm Required 129.98 Psi Required 50.007 At Test C-Factor Used: Overhead 150 Underground 140 Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 01/06/01 Rated Cap. Cap. Time of Test - 3:00 PM @ Psi Elev. Static (Psi) - 68 Elev. Residual (Psi) - 58 Other Well Flow (Gpm) - 1200 Proof Flow Gpm Elevation - 1 Location: On US 17-92 at point of connection Source of Information: Wayne Automatic Fire Sprinklers Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Wayne Automatic Fire Sprinkler Page 3 WYNDPAM PT.Ar7 APARTMENTS bate 01-31-01 City Water Supply: Pump Data: Cl-Static Pressure: 68 PSI C2-Residual Pressure: 58 PSI C2-Residual Flow: 1200 GPM 150 Dl-Elevation: 11.757 PSI 140. D2-System Flow:129.98 GPM D2-System Pressure: 50.007 PSI Hose ( Adj City ):0 GPM 130 Hose ( Demand ):0 GPM P 120 Safety Margin: 17.830 PSI R 110 E 100 S 90 S 80 U 1 70 R C2 60 D2 E 50 40 30 20 1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 WYNDHAM PLACE APARTMENTS Date 01-31-01 1 19.98 5 19.98 6 10.36 7 10.36 301 6 9.63 302 5.07 303 5.07 301 10.36 201 T 1.98 302 4.55 202 5 g/ 6.53 303 5.07 203 201 8.38 101 T 8.38 202. 102 I 203 11.60 103 1 i T 5.07 201 1.98 202 6.53 203 8 101 8.38 102 8.38 104 T B T 19.98 103 11.60 104 19.98 TASR 19.98 TSR 19.98 BSR 19.98 .ADP 19.98 TP7 TP9 838.57 TP2 838.57 UG2 1213.89 TP 1 1103.89 TP7 1083.90 UG1 TP9 838.57 UG1 1922.47 MT1 1922.47 MT2 1922.47 UG2 129.98 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler WYNDHAM PLACE APARTMENTS Page 5 Date 01-31-01 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ-LOK 90 I POZ-LOK TEE K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N IPX CPVC 90 0 IPX CPVC TEE P IPX CPVC 45 Q Flow Control Valve S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP. Z Flow Switch I Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 01-31-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 B 7 10 C 1 1 1 1 1 1 1 1 D 9.5 17 E 2 2 2 3 4 5 6 7 F 1 1 1 1 2 2 3 3 G 1 1 1 H 2 3 4 I 5 7 8 K 14 L 1 1 2 2 2 3 4 5 M 2 2 3 3 4 5 6 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 O 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 S 4 5 5 7 9 11 14 16 T 3 4 5 6 8 10 12 15 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 5 6 8 10 12 14 16 18 i s !, A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 j' D 47 E 12 14 18 22 27 35 40 45 F 5 7 9 11 13 17 19 21 G 2 3 4 5 6 7 8 10 H Ii II I K 36 55 45 L 8 9 13 16 18 24 27 30 M 10 12 16 19 22 N I 0 P Q 33 S 27 32 45 55 65 76 87 98 T 25 30 35 50 60 71 81 91 U V fig W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 1 8 3 1 5 6 19 17 8 20 17.0 12 1 28 10 4 2 14 6 8 35 22 20 10.3 10 24 1 1 50 61 24 28 11 13 34 40 109 130 101 121 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 01-31-01 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 28.146 4.3 21.6 na 19.98 1 1 21.6 5 29.083 27.28 na 6 29.083 30.54 na 7 28.033 31.11 na 6 29.083 30.54 na 302 28.083 31.46 na 301 28.083 31.36 na 302 28.083 31.46 na 303 28.083 31.71 na 201 19.146 35.33 na 202. 19.146 35.79 na 203 19.146 35.6 na 201 19.146 35.33 na 202 19.146 35.36 na 101 9.323 39.66 na 102 9.323 40.05 na 103 9.323 39.99 na 104 9,323 40.28 na TASR 9.323 40.44 na TSR 5 42.33 na BSR 2 43.67 na ADP 3 45.96 na TP9 3 49.01 na TP2 3 51.13 na UG2 3 51.73 na TP1 3 50.69 na 110 TP7 3 46.05 na TP9 3 49.01 na UGl 3 44.4 na MT1 3 41.14 na MT2 3 52.31 na UG2 3 51.73 na TEST 1 50.01 na The maximum velocity is 10.68 and it occurs in the pipe between nodes l and 5 i li Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic.Fire Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 19.98 0.874 3U 4.000 14.104 21.600 K Factor = 4.3 to 150 1V 3.000 15.000 0.406 5 19.98 0.2091 29.104 6.085 Vel = 10.685 19.98 27.279 K Factor = 3.83 5 19.98 0.874 1V 3.000 12.583 27.282 to 150 3.000 6 19.98 0.2091 15.583 3.258 Vel = 10.685 19.98 30.540 K Factor = 3.62 6 10.38 1.394 2U 6.000 10.000 30.541 to 150 12.000 0.433 7 10.36 0.0064 22.000 0.140 Vel = 2.178 7 1.394 2U 6.000 13.917 31.115 to 150 2V 6.000 24.000 301 10.36 0.0064 37.917 0.242 Vel = 2.178 10.36 31.357 K Factor = 1.85 6 9.63 1.394 4U 6.000 56.750 30.541 to 150 1V 6.000 31.000 0.433 302 9.63 0.0056 lY 1.000 87.750 0.490 Vel = 2.024• F 302 4.56 1.394 8U 6.000 80.667 31.463 to 150 lY 1.000 61.000 303 5.07 0.0017 2V 6.000 141.667 0.241 Vel = 1.066 5.07 31.704 K Factor = 0.90 301 10.36 1.394 lY 1.000 8.938 31.357 to 150 1V 6.000 7.000 3.871 201 10.36 0.0064 15.938 0.102 Vel = 2.178 10.36 35.330 K Factor = 1.74 302 4.55 1.394 lY 1.000 8.938 31.463 to 150 1V 6.000 7.000 3.871 202 4.55 0.0014 15.938 0.022 Vel = 0.956 , c 4.55 35.356 K Factor = 0.77 s 303 5.07 1.394 lY 1.000 8.938 31.705 to 150 1V 6.000 7.000 3.871 203 5.07 0.0017 15.938 0.027 Vel = 1.066 5'.07 35.603 K Factor = 0.85 201 8.38 1.394 lY 1.000 9.823 35.329 to 150 1V 6.000 7.000 4.254 101 8.38 0.0043 16.823 0.073 Vel = 1.762 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 WYNDHAM i PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 8.38 39.656 K Factor = 1.33 202. 0 1.394 lY 1.000 9.823 35.793 0 to 150 1V 6.000 7.000 4.254 0 102 0 0 16.823 0 0 Vel = 0 40.047 K Factor = 203 11.60 1.394 lY 1.000 9.823 35.603 to 150 1V 6.000 7.000 4.254 103 11.60 0.0078 16.823 0.132 Vel = 2.438 11.60 39.989 K Factor = 1.83 201 1.98 1.394 lY 1.000 77.667 35.329 to 150 2V 6.000 13.000 202 1.98 0.0003 90.667 0.027 Vel 0.416 202 4.55 1.394 lY 1.000 77.6.67 35.356 to 150 2V 6.000 13.000 203 6.53 0.0027 90.667 0.247 Vel = 1.373 i 6.53 35.603 K Factor = 1.09 101 8.38 1.394 lY 1.000 77.667 39.656 I to 150 2V 6.000 13.000 I 102 8.38 0.0043 90.667 0.391 Vel = 1.762 102 1.394 lY 1.000 46.833 40.047 to 150 1V 6.000 7.000'y 104 8.38 0.0043 53.833 0.232 Vel = 1.762 8.38 40.279 K Factor = 1.32 103 11.60 1.394 1V 6.000 30.833 39.990 to 150 6.000 104 11.60 0.0079 36.833 0.290 Vel = 2.438 II 11.60 40.280 K Factor = 1.83 104 19.98 2.003 lY 1.000 32.000 40.280 to 150 1V 10.000 11.000 TASR 19.98 0.0037 43.000 0.158 Vel = 2.034 TASR 2.003 lY 1.000 4.323 40.438 to 150 1.000 1.872 TSR 19.98 0.0038 5.323 0.020 Vel = 2.034 TSR 2.067 1Z 5.000 3.000 42.330 to 120 1B 5.000 1.299 BSR 19.98 0.0048 8.000 0.038 Vel = 1.910 BSR 2.003 2U 9.000 15.000 43.668 I to 150 lY 1.000 19.000 2.166 ADP 19.98 0.0037 34.000 0.125 Vel = 2.034 I` Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 f WYNDHAM PLACE APARTMENTS Date 01-31-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Ecv. Ln. Total Pf Pn 19.98 45.959 K Factor = 2.95 ADP 19.98 2.423 lE 8.273 40.000 45.958 to 150 1T 16.546 26.197 TP7 19.98 0.0015 1G 1.379 66.197 0.096 Vel = 1.390 19.98 46.054 K Factor = 2.94 TP9 838.57 7.98 2F 12.869 455.300 49.009 to 150 25.737 TP2 838.57 0.0044 481.037 2.125 Vel = 5.379 TP2 7.98 1G 5.720 128.800 51.134 to 150 5.719 UG2 838.57 0.0044 134.519 0.594 Vel = 5.379 UG2 2052,46 7,98 1G 5.720 112.300 51.728 I to 150 5.719 J TP1 1213.89 0.0088 118.019 1.033 Vel = -7.787 TP1 110.00 7.98 6F 12.869 554.400 50.694 Qa 110 to 150 77.210 TP7 1103.89 0.0073 631.610 4.640 Vel = -7.081 TP7 19.99 7.98 1T 50.046 177.600 46.055 to 150 1G 5.720 55.763 UG1 1083.90 0.0071 233.363 1.657 Vel = -6.953 . 1083.90 44.398 K Factor =-162.67 TP9 838.57 7.98 2G' 5.720 1006.700 49.009 to 150 2F 12.869 37.176 it UG1 838.57 0.0044 1043.876 4.611 Vel = -5.379 UG1 1083.90 9.79 1F 14.844 415.600 44.398 E to 150 14.84.4 MT1I 1922.47 0.0076 430.444 3.261 Vel = -8.194 MT1 10.58 3E 38.132 25.000 41.137 to 140 114.397 12.000 Fixed loss = 12 MT2 1922.47 0.0059 139.397 0.822 Vel = -7.016 MT2 9.79 1T 67.474 10.000 52.315 to 150 67.472 i UG2 1922.47 0.0076 77.472 0.587 Vel = -8.194 UG2 2052.45 9.79 1G 6.747 50.000 51.728 to 150 1T 67.474 163.281 1.732 TEST 129.98 0.0001 6F 14.844 213.281 0.011 Vel = 0.554. 129.98 50.007 K Factor = 18.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. F USA 03087 Automatic Fire Sprinklers, Inc. 7-777-- W.AF.S. I HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM PLACE APARTMENTS Building Type IX - Typical.for Bldg 7 Location US 17 & 92 Sanford. Florida System 9-1 Contract 01014 Data File 01014-9.WX1 1 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 WYNDHAM PLACE APARTMENTS Date 02-02-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida Building — Type IX - Typical for Bldg 7 System No. - 9-1 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP7 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Varies OCCUPANCY - Multi -Family Residential (Apartments) S Type of Calculation: NFPA 13 Residential X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )1 ( )2 X)4 ( ) S X)OtherLargest most remote compartment on the 3rd floor T X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed E M Listed Flow at Start Point - 16 Gpm System Type Listed Pres. at Start Point 13.8 Psi X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 ft x 18 ft Deluge ( ) PreAction E Domestic Flow Added 100. Gpm Sprinkler or Nozzle S Additional Flow Added 0 Gpm Make Central Model GBR-2 I Elevation at Highest Outlet 28.146Ft Size 7/16" K-Factor 4.3 G Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow Calculation Summary Gpm Required 169.15 Psi Required 58.139 C-Factor Used: Overhead 150 W Water Flow Test: Pump Data: A Date of Test - 01/06/01 Rated Cap. T Time of Test - 3:00 PM @ Psi E Static (Psi) - 68 Elev. R Residual (Psi) - 58 Other Flow (Gpm) - 1200 S Elevation - 1 At Test Underground 140 Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: On US 17-92 at point of connection p L Source of Information: Wayne Automatic Fire Sprinklers Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r _ _ Wayne Automatic Fire Sprinkler Page 3 WYNDHAM PLACE APARTMENTS Date 02-02-01 City Water Supply: Pump Data: Cl-Static Pressure: 68 PSI C2-Residual Pressure: 58 PSI C2-Residual Flow: 1200 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Inm D1-Elevation: 11.757 PSI D2-System Flow:169.15 GPM D2-System Pressure: 58.139 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM Safety Margin: 9.595 PSI ti 1 D2 C2 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 WYNDHAM PLACE APARTMENTS Date 02-02-01 1 16.03 5 2 17.53 5 33.57 6 3 18.06 7 6 lo.10 7 6 4 17.52 301 7 28.16 302 10 <Sa 6 23.46 301 40.98 204 T 26.67 302 28.16 205 i 201 14.31 101 3 S 14.31 202 28.48 102 203 26 .36 103 26.67 v 201 14.31 204 26.67 202 1.8o 205 26.36 203 i 101 14.31 102 42.78 104 ddd j< T 42 < T 69.15k10326.36 104 69.15 TASR 69.15 TSR 69.15 BSR 69.15 ADP 69.15 TP9 947.84 TP2 947.84 UG2 1121.18 TP1 1121.18 TP7 1121.18 UG1 TP9 778.69 UG1 1899.87 MT1 1899.87 MT2 1899.87 UG2 169.15 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 5i i WYNDHAM PLACE APARTMENTS Date 02-02-01 UG1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iWayne Automatic Fire Sprinkler WYNDHAM PLACE APARTMENTS Fitting Legend Abbrev. A B D i- E F I G C H K M N 0 P i Q S T U V W X I Y Z Page 6 Date 02-02-01 Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve POZ-LOK 90 POZ-LOK TEE Detector Check Valve Long Turn Elbow Medium Turn Elbow IPX CPVC 90 IPX CPVC TEE IPX CPVC 45 Flow Control Valve Swing Check Valve 90' Flow thru Tee CPVC 90 CPVC TEE Wafer Check Valve CPVC 45 CPVC COUP. Flow Switch II Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 02-02-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 O 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z r 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 1 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 N'I H K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 02-02-01 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual. Added Req. Req. s 1 28.146 4.3 13.9 na 16.03 1 1 13.9 E Ai 2 28.146 4.3 16.63 na 17.53 1 1 13.9 5 29.083 16.88 na 3 27.146 4.3 17.64 na 18.06 1 1 13.9 6 29.083 22.29 na 4 27.146 4.3. 16.6 na 17.52 1 1 13.9 7 28.083 22.9 na 6 29.083 22.29 na 301 28.083 23.5 na 302 III 28.083 25.95 na 201 19.146 30.32 na 202 19.146 30.94 na 203 19.146 33.19 na 201 19.146 30.32 na 204 19.146 29.59 na 202 19.146 30.94 na 205 19.146 30.93 na 101 9.323 34.78 na 102 9.323 35.93 na 103 9.323 38.09 na 104 9.323 40.01 na TASR 9.323 41.54 na TSR 5 43.61 na BSR 2 50.79 na ADP 3 55.48 na TP9 3 56.44 na 100 TP2 3 59.11 na UG2 3 59.85 na TP1 3 58.96 na TP7 3 54.19 na TP9 3 56.44 na UG1 3 52.42 na MT1 3 49.23 na MT2 3 60.43 na UG2 3 59.85 na TEST 1 58.14 na it The maximum velocity is 17.95 and it occurs in the pipe between nodes 5 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic i Fire Sprinkler Page 9 WYNDHAM PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 16.03 874 2U 4.000 13.333 13.900 K Factor = 4.3 to 150 1V 3.000 11.000 0.406 5 16.03 0.1391 24.333 3.385 Vel = 8.572 16.03 16.879 K Factor = 3.90 2 17.53 0.874 1V 3.000 1.000 16.629 K Factor = 4.3 to 150 3.000 0.406 5 17.53 0.1643 4.000 0.657 Vel = 9.375 5 16.04 0.874 1V 3.000 6.917 16.880 to 150 3.000 6 33.57 0.5460 9.917 5.415 Vel = 17.952 33.57 22.295 K Factor 1cto = 7.1 3 18.06 0.874 2U 4.000 21.667 17.643 K Factor = 4.3 to 150 1V 3.000 11.000 0.406 7 18.06 0.1734 32.667 5.666 Vel = 9.658 18.06 22.903 K Factor = 3.77 6 10.10 1.394 2U 6.000 11.083 22.293 1 to 150 1V 6.000 18.000 0.433 7 10.10 0.0061 29.083 0.177 Vel = 2.123 10.10 22.903 K Factor = 2.11 4 17.52 0.874 2U 4.000 33.583 16.598 K Factor = 4.3 to 150 1V 3.000 11.000 0.406 301 17.52 0.1640 44.583 7.310 Vel = 9.369 17.52 23.502 K Factor = 3.61 7 28.16 1.394 3Y 1.000 42.083 22.904 to 150 1V 6.000 33.000 302 28.16 0.0406 4U 6.000 75.083 3.049 Vel = 5.920 28.16 25.953 K Factor = 5.53 i 6 23.46 1.394 2U 6.000 12.750 22.293 to 150 2Y 1.000 14.000 0.433 301 23.46 0.0290 26.750 0.775 Vel = 4.932 a 23.46 23.501 K Factor = 4.84 301 40.98 1.394 lY 1.000 14.250 23.502 to 150 2V 6.000 13.000 3.871 204 40.98 0.0813 27.250 2.215 Vel = 8.615 j; 40.98 29.588 K Factor = 7.53 302 28.16 1.394 lY 1.000 14.250 25.954 to 150 2V 6.000 13.000 3.871 205 28.16 0.0406 27.250 1.107 Vel = 5.920 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 10 WYNDHAM PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 28.16 30.932 K Factor = 5.06 i 201 14.31 1.394 lY 1.000 10.833 30.317 to 150 1V 6.000 7.000 4.254 101 14.31 0.0116 17.833 0.207 Vel = 3.008 14.31 34.778 K Factor = 2.43 202 28.48 1.394 lY 1.000 10.833 30.941 to 150 1V 6.000 7.000 4.254 102 28.48 0.0414 17.833 0.739 Vel = 5.987 28.48 35.934 K Factor = 4.75 203 26.36 1.394 lY 1.000 10.833 33.190 to 150 1V 6.000 7.000 4.254 103 26.36 0.0359 17.833 0.641 Vel = 5.541 26.36 38.085 K Factor = 4.27 201 14.31 1.394 3Y 1.000 47.833 30.317 to 150 2V 6.000 15.000 204 14.31 0.0116 62.833 0.729 Vel = -3.008 i 204 40.98 1.394 lY 1.000 29.833 29.588 to 150 1V 6.000 7.000 202 26.67 0.0367 36.833 1.353 Vel = 5.606 202 28.47 1.394 lY 1.000 29.833 30.941 to 150 1V 6.000 7.000 205 1.80 0.0002 36.833 0.009 Vel = -0.378 205 28.16 1.394 3Y 1.000 47.833 30.932 to 150 2V 6.000 15.000 203 26.36 0.0359 62.833 2.258 Vel = 5.541 tl 26.36 33.190 K Factor = 4.58 d 101 14.31 1.394 4Y 1.000 77.667 34.778 to 150 3V 6.000 22.000 102 14.31 0.0116 99.667 1.157 Vel = 3.008 102 28.47 1.394 3Y 1.000 37.250 35.934 to 150 1V 6.000 9.000 104 42.78 0.0880 46.250 4.071 Vel = 8.993 42.78 40.005 K Factor = 6.76 103 26.36 1.394 2V 6.000 40.417 38.086 to 150 lY 1.000 13.000 104 26.36 0.0359 53.417 1.920 Vel = 5.541 104 42.79 2.003 lU 9.000 31.000 40.006 to 150 2Y 1.000 11.000 TASR 69.15 0.0366 42.000 1.538 Vel = 7.041 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 11 WYNDHAM PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 69.15 41.544 K Factor = 10.73 TASR 69.15 2.003 lY 1.000 4.323 41.544 to 150 1.000 1.872 TSR 69.15 00366 5.323 0.195 Vel = 7.041 J TSR 2.067 1Z 5.000 3.000 43.611 to 120 2B 5.000 6.799 Fixed loss = 5.5 BSR 69:15 0.0475 8.000 0.380 Vel = 6.612 BSR 2.003 2U 9.000 50.000 50.791 to 150 lY 1.000 19.000 2.166 ADP 69.15 0.0366 69.000 2.527 Vel = 7.041 6'9.15 55.484 K Factor = 9.28 ADP 69.15 2.423 1E 8.273 40.000 55.483 to 150 1T 16.546 26.197 TP9 69.15 0.0145 1G 1.379 66.197 0.959 Vel = 4.811 TP9 878.69 7.98 2F 12:869 455.300 56.442 Qa = 100 to 150 25.737 TP2 947.84 0.0055 481.037 2.665 Vel = 6.080 I i T22 7.98 1G 5.720 128.800 59.108 to 150 5.719 UG2 947.84 0.0055 134.519 0.745 Vel 6.080 UG2 2069.02 7.98 1G 5.720 112.300 59.853 to 150 5.719 TP1 1121.18' 0.0076 118.019 0.892 Vel = -7.192 TP1 7.98 6F 12.869 554.400 58.961 to 150 77.210 I TP7' 1121.18 0.0076 631.610 4.775 Vel = -7.192 TP7 7.98 1T 50.046 177.600 54.186 to 150 1G 5.720 55.763 UG1 1121.18 0.0076 233.363 1.764 Vel = -7.192 1121.18 52.422 K Factor =-154.85 TP9 778.69 7:98 2G 5.720 1006.700 56.442 to 150' 2F 12.869 37.176 UG1 778.69 0.0039 1043.876 4.021 Vel = -4.995 UG1 1121.18 9.79 1F 14.844 415.600 52.422 to 150, 14.844 MTl 1899.87 0.0074 430.444 3.190 Vel = -8.097 MT1 10.58 3E 38.132 25.000 49.232 to 140 114.397 12.000 Fixed loss = 12 MT2 1899.87 0.0058 139.397 0.804 Vel = -6.933 MT2 9.79 1T 67.474 10.000 60.427 to 150 67.472 ii UG2 1899'.87 0.0074 77.472 0.574 Vel = -8.097 UG2 2069'.02 9.79 1G 6.747 50.000 59.853 to 150 1T 67.474 163.281 1.732 TEST 169.15 0.0001 6F 14.844 213.281 0.018 Vel = 0.721 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 12 WYNDHAM PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 169.15 58.139 K Factor = 22.18 I i I ill Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iatic Fire Sprinklers, Inc. r.iftip—m-1-mbidw I W.A-F.S. I HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinkler 222 Capitol Court Ocoee Florida 34761 407 656-3030 Job Name WYNDHAM PLACE APARTMENTS Building Type IX - Typical for Bldg 7 Location US 17 & 92 Sanford. Florida System 9-2 Contract 01014 Data File 01014-9.WX2 Computer Programs by Hydratec Inc Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 2 WYNDHAM PLACE APARTMENTS Date 02-02-01 HYDRAULIC DESIGN INFORMATION SHEET Name - Wyndham Place Apartments Date - 02/02/01 Location - US 17 & 92 Sanford. Florida Building-- Type IX - Typical for Bldg 7 System No. - 9-2 Contractor - The Wilson Company Contract No. - 01014 Calculated By - Mike Stone Drawing No. - FP7 of 7 Construction: (x) Combustible ( ) Non -Combustible Ceiling Height Variesj OCCUPANCY - Multi -Family Residential (Apartments) S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R' ( )NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S (X)OtherLargest most remote compartment on the 3rd floor T (X)Specific Ruling 2-5.1.2.1 Made by NFPA 13R Date 1996 Ed E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point 21.6 Psi, X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 ft x 18 ft Deluge ( ) PreAction E ." Domestic Flow Added 100 Gpm Sprinkler or Nozzle S Additional Flow Added 0 Gpm Make Central Model GBR-2 I Elevation at Highest Outlet 28.146Ft Size 7/16" K-Factor 4.3 G Note: Temperature Rating 155 Degrees N A 12 Psi pressure loss is included for the meter/ backflow I i Calculation Gpm Required 50.836 Summary C-Factor Used: Psi Required 119.98 At Test Overhead 150 Underground 140 W Water Flow Test: Pump Data: A Date of Test - 01/06/01 Rated Cap. T Time of Test - 3:00 PM @ Psi E Static (Psi) - 68 Elev. R Residual (Psi).- 58 Other i P P L Y i Flow (Gpm) 7 1200 Elevation - 1 Location: On US 17-92 at point of connection Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Source of Information: Wayne Automatic Fire Sprinklers Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s' Wayne Automatic Fire Sprinkler Page 3 WYNDHAM PLACE APARTMENTS Date 02-02-01 City Water Supply: Pump Data: Cl-Static Pressure: 68 PSI C2-Residual Pressure: 58 PSI C2-Residual Flow: 1200 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) D1-Elevation: 11.757 PSI D2-System Flow:119.98 GPM D2-System Pressure: 50.836 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):0 GPM Safety Margin: 17.023 PSI 1 C2 D2 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 4 ! WYNDHAM PLACE APARTMENTS Date 02-02-01 1 19.98 5 - 19.98 6 8.32 7 8.32 302 6 11.66 301 11.66 204 1 - T 7.57 302 8.32 205 201 4.09 101 4.09 202 8.26 102 203 7.63 103 7.57 201 4.o9 204 7.57 202 0.69 205 7.63 203 4 101 4.09 102 12.36 104 T 12 96 T 19.98 103 7.63 104 19.98 TASR 19.98 TSR 19.98 BSR 19.98 ADP 19.98 TP9 915.24 TP2 915.24 UG2 1116.76 TP1 1116.76 TP7 3116.76 UG1 TP9 795.26 UGl 1912.01 MT1 1912.01 MT2 1912.01 UG2 119.98 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I L_ Wayne Automatic Fire Sprinkler Page 5 WYNDHAM PLACE APARTMENTS Date 02-02--01 UG1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 s Wayne Automatic Fire Sprinkler Page 6 WYNDHAM PLACE APARTMENTS Date 02-02-01 . Fitting Legend Abbrev. Name Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve POZ-LOK 90 POZ-LOK TEE Detector Check Valve Long Turn Elbow Medium Turn Elbow IPX CPVC 90 IPX CPVC TEE IPX CPVC 45 Flow Control Valve Swing Check Valve 90' Flow thru Tee CPVC 90 CPVC TEE Wafer Check Valve CPVC 45 CPVC COUP. Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Wayne Automatic Fire Sprinkler Page 7 WYNDHAM PLACE APARTMENTS Date 02-02-01 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 2 3 4 I 5 7 8 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 2.0 2.5 3.8 4.0 5.7 6.9 7.9 0 4.9 6.0 7.3 8.4 12.0 14.7 16.4 P 1.1 1.4 1.8 2.1 2.6 3.1 4.0 Q 18 29 35 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 4 5 6 7 9 12 13 V 3 5 6 8 10 12 15 W 10.3 X 1 1 2 2 2 3 4 Y 1 1 1 1 1 2 2 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 I E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H I K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N O P Q 33 s S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U V W 13.1 31.8 35.8 27.4 X Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 8 WYNDHAM PLACE APARTMENTS Date 02-02-01 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 28.146 4.3 21.6 na 19.98 1 1 21.6 S 29.083 26.28 na 6 29.083 28.36 na 7 28.083 28.92 na 6 29.083 28.36 na 301 28.083 29 na 302 28.083 29.23 na 201 19.146 33.16 na 202 19.146 33.22 na 203 19.146 33.45 na 201 19.146 33.16 na 204 19.146 33.09 na 202 19.146 33.22 na 20S 19.146 33.22 na 101 9.323 37.44 na 102 9.323 37.55 na 103 9.323 37.77 na 104 9.323 37.96 na TASR 9.323 38.12 na TSR 5 40.01 na BSR 2 46.85 na ADP -3 49.27 na TP9 -3 49.36 na 100 TP2 -3 51.86 na UG2 -3 52.56 na TP1 -3 51.67 na TP7 -3 46.93 na TP9 -3 49.36 na UG1 -3 45.18 na MT,1 -3 41.95 na MT2 -3 53.14 na UG2 -3 52.56 na TEST 1 50.84 na ei The maximum velocity is 10.68 and it i occurs in the pipe between nodes 1 and S Route 111 Windham N.H. USA 03087 Wayne Automatic Fire Sprinkler Page 9 i' WYNDHAM PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 19.98 874 2U 4.000 13.333 21.600 K Factor = 4.3 to 150 1V 3.000 11.000 0.406 5 19.98 0.2091 24.333 5.088 Vel = 10.685 5 0.874 1V 3.000 6.917 26.284 to 150 3.000 6 19.98 0.2090 9.917 2.073 Vel = 10.685 19.98 28.357 K Factor = 3.75 6 8.32 1.394 2U 6.000 11.083 28.358 to 150 1V 6.000 18.000 0.433 7 8.32 0.0043 29.083 0.124 Vel = 1.749 8.32 28.915 K Factor = 1.55 i 7 8.32 1.394 3Y 1.000 42.083 28.915 to 150 1V 6.000 33.000 302 8.32 0.0043 4U 6.000 75.083 0.320 Vel = 1.749 8.32 29.235 K Factor = 1.54 6 11.66 1.394 2U 6.000 12.750 28.358 to 150 2Y 1.000 14.000 0.433 301 11.66 0.0080 26.750 0.213 Vel = 2.451 11.66 29.004 K Factor = 2.17 301 11.66 1.394 lY 1.000 14.250 29.004 to 150 2V 6.000 13.000 3.871 204 11.66 0.0080 27.250 0.217 Vel = 2.451 11.66 33.092 K Factor = 2.03 i 302 8.32 1.394 lY 1.000 14.250 29.235 i'--- to 150 2V 6.000 13.000 3.871 205 8.32 0.0043 27.250 0.116 Vel = 1.749 8.32 33.222 K Factor = 1.44 201 4.09 1.394 lY 1.000 10.833 33.163 to 150 1V 6.000 7.000 4.254 101 4.09 0.0011 17.833 0.020 Vel = 0.860 i 4.09 37.437 K Factor = 0.67 202 8.26 1.394 lY 1.000 10.833 33.223 to 150 1V 6.000 7.000 4.254 102 8.26 0.0042 17.833 0.075 Vet = 1.736 8.26 37.552 K Factor = 1.35 203 7.63 1.394 lY 1.000 10.833 33.449 to 150 IV 6.000 7.000 4.254 f 103 7.63 0.0036 17.833 0.065 Vel = 1.604 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatici, Fire Sprinkler Page 10 i WYNDHAM i PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. a'Caa or Ftngas Pe Pv ******* Notes ****** i Point Qt Pf/UL Eqv. Ln. Total Pf Pn 7.63 37.768 K Factor = 1.24 201 4.09 1.394 3Y 1.000 47.833 33.163 to 150 2V 6.000 15.000 204 4.09 0.0011 62.833 0.072 Vel = -0.860 204 11.66 1.394 lY 1.000 29.833 33.091 to 150 1V 6.000 7.000 202 7.57 0.0036 36.833 0.132 Vel = 1.591 202 8.26 1.394 lY 1.000 29.833 33.223 to 150 1V 6.000 7.000 205 0.69 0.0001 36.833 0.002 Vel = -0.145 205 8.32 1.394 3Y 1.000 47.833 33.221 to 150 2V 6.000 15.000 203 7.63 0.0036 62.833 0.228 Vel = 1.604 7.63 33.449 K Factor = 1.32 101 4.09 1.394 4Y 1.000 77.667 37.438 to 150 3V 6.000 22.000 102 4.09 0.0011 99.667 0.114 Vel = 0.860 t ' 102 8.27 1.394 3Y 1.000 37.250 37.552 to 150 1V 6.000 9.000 104 12.36 0.0088 46.250 0.409 Vel = 2.598 12.36 37.961 K Factor = 2.01 103 7.63 1.394 2V 6.000 40.417 37.768 to 150 lY 1.000 13.000 104 7.63 0.0036 53.417 0.194 Vel = 1.604 104 12.35 2.003 lU 9.000 31.000 37.962 to 150 2Y 1.000 11.000 TASR 19.98 0.0037 42.000 0.155 Vel = 2.034 19.98 38.117 K Factor = 3.24 i TASR 19.98 2.003 lY 1.000 4.323 38.116 i,--, to 150 1.000 1.872 TSR 19.98 0.0038 5.323 0.020 Vel = 2.034 is TSR 2.067 1Z 5.000 3.000 40.008 to 120 2B 5.000 6.799 Fixed loss = 5.5 BSR 19.98 0.0048 8.000 0.038 Vel = 1.910 BSR 2.003 2U 9,000 50.000 46.846 to 150 lY 1.000 19.000 2.166 ADP 19.98 0.0037 69.000 0.254 Vel = 2.034 19.98 49.266 K Factor = 2.85 ADP 19.98 2.423 lE 8.273 40.000 49.266 to 150 1T 16.546 26.197 TP9 19.98 0.0015 1G 1.379 66.197 0.096 Vel = 1.390 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 aa Wayne Automatic Fire Sprinkler Page 11 WYNDHAM PLACE APARTMENTS Date 02-02-01 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn TP9 895.26 7.98 2F 12.869 455.300 49.362 Qa 100 to 150 25.737 TP2 915.24 0.0052 481.037 2.498 Vel = 5.871 TP2 7.98 1G 5.720 128.800 51.860 to 150 5.719 UG2 915.24 0.0052 134.519 0.699 Vel = 5.871 UG2 2032.00 7.98 1G 5.720 112.300 52.559 to 150 5.719 TP1 1116.76 0.0075 118.019 0.886 Vel = -7.164 TP1 7.98 6F 12.869 554.400 51.673 to 150 77.210 TP7 1116.76 0.0075 631.610 4.740 Vel = -7.164 TP7 7.98 1T 50.046 177.600 46.933 to 150 1G 5.720 55.763 UG1 1116.76 0.0075 233.363 1.751 Vel = -7.164 i 1116.76 45.182 K Factor =-166.14 TP9 795.26 7.98 2G 5.720 1006.700 49.362 to 150 2F 12.869 37.176 UG1 795.26 0.0040 1043.876 4.180 Vel = -5.101 i UG1 1116.75 9.79 1F 14.844 415.600 45.182 to 150 14.844 MT1 1912.01 0.0075 430.444 3.228 Vel = -8.149 MT1 10.58 3E 38.132 25.000 41.954 to 140 114.397 12.000 Fixed loss = 12 MT2 1912.01 0.0058 139.397 0.814 Vel = -6.978 MT2 9.79 1T 67.474 10.000 53.140 to 150 67.472 UG2 1912.01 0.0075 77.472 0.581 Vel = -8.149 i UG2 2031.99 9.79 1G 6.747 50.000 52.559 to 150 1T 67.474 163.281 1.732 TEST 119.98 6F 14.844 213.281 0.010 Vel = 0.511 I i 119.98 50.837 K Factor = 16.83 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 0308.7 5 Rn ON, PYl" r'' Automatic Fire Sprinklers, Inc. CORPORATE OFFICE 222 CAPITOL COURT • OCOEE, FLORIDA 34761-3033 407-656-3030 • FAX: 407-656-8026 EMERGENCY. 407 656-8946 REGIONAL OFFICE REGIONAL OFFICE 2321 BRUNER LANE 11326 DISTRIBUTION AVENUE, WEST FORT MYERS, FLORIDA 33912-1904 JACKSONVILLE, FLORIDA 32256-2745 941-433-3030 • FAX: 941-433-3263 904-268-3030 • FAX: 904-268-0724 REGIONAL OFFICE 4370 MOTORSPORT DR. CONCORD, NORTH CAROLINA 28027-8977 704-782-3032 • FAX: 704-795-6838 REGIONAL OFFICE 3200 N.W. 23rd AVE., SUITE 500 POMPANO BEACH, FLORIDA 33069-1047 954-917-3030 • FAX: 954-917-9424 Wyndham Place Apartments Sanford, _Florida AHJ: City of Sanford 1 Submittal Data Wayne Automatic Fire Sprinkler Inc. 222 Capitol Court Ocoee, Florida 34761 Wafs Job Number: 01014 Concealed GBR ® Recessed Pendent Pendent Residential Fast Response Glass BulbAutomatic Sprinklers Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The GBR Concealed, Recessed and Pendent sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the concealed and recessed glass bulb design, provides a sprinkler that is attractive and cost effec- tive. The Model GBR-2 is U.L. Listed for use in sloped ceilings with pitches up to 8:12. Refer to the Sprinkler De- sign Requirements Table on Page 3 for specific flows and pressures for sloped ceilings, and Page 2 of this Data Sheet for further sloped ceiling design guidelines. The Central Model GBR Automatic Sprinklers incorporate the Technical latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liq- uid -filled 3 mm diameter frangible capsule that is only 20 mm in length. The Model GBR Automatic Sprinklers are intended for installation in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installa- tion Guide. They are available in 7/16" 11.1 mm) and 1/2" (15 mm) orifice size, and a 155°F/68°C temperature rating. The Model GBR Sprinklers, escutcheons, and concealed plates are available in brass or chrome plated and white painted, with addi- tional special painted finishes available. Operation: The glass bulb capsule oper- ating mechanism contains a heat -sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then dis- charges water in a pre -designed spray pat- tern to control or extinguish the fire. Data Residential Applications The Model GBR Automatic Sprinklers are intended for Residential Applications in accordance with NFPA 13, NFPA 13D, and NFPA 13R. Model Thread Def- Deflector K-Factor Temp. Approved Size lector Style Orifice) Rating Escutcheon Finishest Approvals NPT) Length Width GBR 4.3(r/,s') 155°F/ ModeIGBR Brass' UL 2" 1'/,e" Concealed 62.3 68°C 135°F (57°C) Chrome Plated' ULC 15mm 50.8mm 30.2mm 11.1mm) coverplate) White Painted' GBR 4.3(r/,e") 155°F/ Model Brass UL 2" 2'/,s' 1'/+s' Pendent& 62.3 68°C GB Res./QR Chrome Plated ULC 15mm 52.4mm 30.2mm Recessed 11.1mm) Recessed White Pendent GBR-24 4.3('/,s') 155-F/ Model Brass UL 2%6' 1'/,s' Pendent& 62.3 68°C GBRes./QR Chrome Plated ULC 15mm 52.4mm 30.2mm Recessed 11.1 mm) Recessed White Pendent t Off white andothercustomfinishesavailable upon request Coverplate only, custom finishes available upon request. Highest allowable ambient temperature forstorage:100°F/38°Cfor 155°F/68°Csprinklers Highest allowable ambient temperature for storage ofcoverplates:100°F/38°C. Maximum working pressure: 175 p.s.i. (12.1 bar) FactoryHydro Test., 100% @ 500p.s.i. (34.5 bar) MetricK-Factor V Listed fors/ oped ceilings 7 A611 (11. 1mm) Orifice Automatic Sprinklers No. 4- 3. 0 Old Cat. No. 4.1.0 GBR-2 Sloped Ceiling Design Guidelines UM SLOPEv,r 8:12 (33.70) Pendents Located Along Multiple Slopes Spacing is measured along the slope. Maximum number of sprinklers located in a compartment is unlimited. Number of heads to be hydraulically calcu- lated shall conform to the appropriate NFPA standard being designed to. See notes below if loft condition exists. Cathedral ceiling applications: An 8" mini- mum beam or lintel is required at the peak. a: minimum: 4" (101.6 mm) maximum: one-half the maximum calculated spacing b: minimum: 8'-0" (2.4 mm) maximum: 20'-0" (6.1 mm) NOTES: • The above design guidelines are based on actual testing performed at U.L. for slopes up to and including 8:12 pitch (33.70). For slopes greater than 8:12 pitch, refer to Central Sprinkler Company's "Residential Installation Guide" for proper placement and spacing criteria. One row of sprinklers shown on the sloping ceiling for clarity. Actual number of sprinklers within a compartment is unlimited. If a loft adjoins the sloped ceiling compartment, a minimum 8" deep lintel is required. For ceilings with lofts, calculate a minimum of three sprinklers. All other hydraulic requirements shall conform to the appropriate NFPA standard being used for design. Figure 1 GBR Residential Concealed Pendent Ceiling Opening 2 1/4" (52.7 mm) 1/8" (3.2 mm) 1/4" (6.4 mm) 1 Face of Reducing Coupling Plate tions) 2 Figure2 GBR & GBR-2 Residential Pendent 1111 i II II 11 1I I Face of Reducing Coupling 1Vi11N30 1 3/4" 2 1/16" 52.4mm) 44.5mm) Ref. 1 1/2" 38.1 mm 1 3/16" j 30.2mm) Figure3 GBR& GBR-2 Residential Recessed Pendent Face of Reducing Support Cu Coupling I I GB Res./QR Recessed --- --- - Escutcheon} 3/4"(19.1mm)Max 3/8"(9.5mm)Min. 1 TVH1N3'J 21/16" 34.9mm)F (52.4mm) Max. 1" 25.4mm) Min. I I 113/16"(46.Omm)-- 2 7/8"(73.Omm) Minimum Hole in Ceiling is 2"(50.8mm), Maximum is 2 1/2"(63.5mm) Note: Central's Model 65 or 401 escutcheons may be used, but the maximum deflector Note: Only the Model GB Res./OR Residential Recessed Escutcheon may be used. distance of 4" still applies. When using Central's Model 65 ceiling escutcheon, the face Substitution of other "recessed" escutcheons may impair the operating sensitivity of the reducing coupling should be 1/8" 21/16" (3.2mm t 1/6mm) below ceiling line and distribution pattern. Sprinkler Design Requirements Maximum Maximumum Minimum Design Flow (Pressure) Spacing Location Two or MoreBetweenFromAny Model Sprinklers Wall One Sprinkler Sprinklers GBR 7116" 12' P.7 m) or less 6' (1.8 m) or less 13 GPM (9.1 psi) 11.5 GPM (7.1 psi) 11.1 mm) 49.3 Lpm (0.6 bar) 43.6 Lpm (0.5 bar) Concealed 14' (4.3 m) 7' (2.1 m) 16 GPM (13.8 psi) 13.5 GPM (9.8 psi) Pendent 60.6 Lpm (0.9 bar) 51.2 Lpm (0.7 bar) 16' (4.9 m) 8' (2.4 m) 21 GPM (23.8 psi) 15 GPM (12.2 psi) 79.6 Lpm (1.6 bar) 56.9 Lpm (0.8 bar) GBR 7/16" 14' (4.3 m) or less 7' (2.1 m) or less 14 GPM (10.6 psi) 11.5 GPM (7.1 psi) 11.1 mm) 53.1 Lpm (0.7 bar) 43.6 Lpm (0.5 bar) Pendent 16' (4.9 m) 8' (2.4 m) 16 GPM (13.8 psi) 12 GPM (7.8 psi) 60.6 Lpm (0.9 bar) 45.5 Lpm (0.5 bar) 18' (5.5 m) 9' (2.7 m) 19 GPM (19.5 psi) 14 GPM (10.6 psi) 72.0 Lpm (1.3 bar) 53.1 Lpm (0.7bar) GBR 7/16" 14' (4.3 m) or less 7' (2.1 m) or less 14 GPM (10.6 psi) 11.5 GPM (7.1 psi) 11.1 mm) 53.1 Lpm (0.7 bar) 43.6 Lpm (0.5 bar) Recessed 16' (4.9 m) 8' (2.4 m) 16 GPM (13.8 psi) 12 GPM (7.8 psi) Pendent 60.6 Lpm (0.9 bar) 45.5 Lpm (0.5 bar) 18' (5.5 m) 9' (2.7 m) 19 GPM (19.5 psi) 16 GPM (13.8 psi) 72.0 Lpm (1.3 bar) 60.6 Lpm (0.9 bar) GBR-2 12' P.7 m) or less 6' (1.8 m) or less 13 GPM (9.1 psi) 11.5 GPM (7.1 psi) Pendent & Horiz. & Sloped Clgs) 49.3 Lpm (0.6 bar) 43.6 Lpm (0.5bar) Recessed 14' (4.3 m) 7' (2.1 m) 18 GPM (17.5 psi) 14 GPM (10.6 psi) Pendent Horizontal Ceilings) 68.2 Lpm (1.2 bar) 53.1 Lpm (0.7bar) Listed for 14' (4.3 m) T (2.1 m) 20 GPM (21.6 psi) 14 GPM (10.6 psi) both hori- Sloped Ceilings) 75.8 Lpm (1.5 bar) 53.1 Lpm (0.7 bar) zontal and sloped 16' (4.9 m) 8' (2.4 m) 18 GPM (17.5 psi) 14 GPM (10.6 psi) ceilings. Horizontal Ceilings) 68.2 Lpm (1.2 bar) 53.1 Lpm (0.7 bar) See Page 2 16' (4.9 m) 8' (2.4 m) 20 GPM (21.6 psi) 14 GPM (10.6 psi) for sloped Sloped Ceilings) 75.8 Lpm (1.5 bar) 53.1 Lpm (0.7 bar) ceiling 18' (5.5m) 9' (2.7 m) 20 GPM (21.6 psi) 16 GPM (13.8 psi) design Horiz. & Sloped Clgs) 75.8 Lpm (1.5 bar) 60.6 Lpm (0.9 bar) guidelines. 20' (6.1 m) 10' (3.0 m) 20 GPM (21.6 psi) 16 GPM (13.8 psi) Horiz. & Sloped Clgs) 75.8 Lpm (1.5 bar) 60.6 Lpm (0.9 bar) The flow and pressure is due to U.L. modifying its standard to reflect the NFPA 13, 13D and 13R 1996 edition changes requiring a minimum of 7 psi (0.5 bar). Note: The maximum deflector distance does not differ from the NFPA maximum of 4" (101.6 mm) below the ceiling. GB Sprinkler Wrench (Part #1099) Installation All Central Model GBR Automatic Sprin- klers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R re- quirements and Central's Residential In- stallation Guide. Deviations from these requirements and standards or any alter- ation to the sprinkler itself will void any warranty made by Central Sprinkler Com- pany. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to instal- lation. Install sprinklers after the piping is in place to avoid mechanical damage; re- place any damaged units. Wet pipe sys- tems must be protected from freezing. 3 Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the pendent position. Step 2. Use only a non -hardening pipe joint compound or Teflon* tape. Apply only to male threads. Teflon is a trademark of the DuPont Corp. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on pages two, three, four and five of the technical bulletin. Install the escutch- eon skirt onto the sprinkler prior to its en- gagement into the reducing fitting. For re- cessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. Step 4. Hand tighten the sprinkler into the fitting. Use the appropriate Central Wrench to tighten the unit into the fitting. A leak - tight joint requires only 7 to 14 ft.-lbs. (9.5 to 19.0 Nm) of torque; a tangential force of 14 to 28 lbs. (62.3 to 124.5 N) delivered through a 6" (152.4 mm) handle will deliver adequate torque. Torque levels over 21 ft.- Ibs. (28.6 Nm) may distort the orifice seal, resulting in leakage. _ Caution: Special care must be taken when installing sprinklers with a CPVC sys- tem. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when install- ing with a copper system. Sprinklers must be installed only after the inside of the sprin- kler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufac- tured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA stan- dard 25 entitled, "Inspection, Testing and Maintenance of Water -Based Fire Protec- tion Systems'; contains guidelines and minimum maintenance requirements. Fur- thermore, the local Authority Having Juris- diction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. It is recommended that sprinkler sys- tems be inspected regularly by a qualified inspection service. Length of time be- tween such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or other- wise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Ju- risdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. Care & Maintenance Sprinklers must be handled carefully. They must not be transported or stored where ambient temperature may exceed EENTRAL1001F/381C. For best results, store them in a cool, dry location in the original shipping package. lonommom Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 1998 Central Sprinkler Company PHONE (215) 362 0700 FAX (215) 362-5385 Printed in U.S.A. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replace- ment, using only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be re- turned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corro- sive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replace- ment requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or work- manship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Note: Protective plastic caps for pendent style sprinklers are available upon request.) Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada, and internation- ally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa 0.0689 bar 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm' 3.785 liters Conversions are approximate. GBR.5 r ; a V Z Fast Response Pendent and Recessed Pendent Glass BulbAutomatic Sprinklers for Smooth, Flat, Horizontal & Sloped Ceilings Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 The Central Model LF Residential Pendent and Recessed Pendent Sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the recessed glass bulb design, provide a sprinkler that is attractive and cost effective. The Model LF is U.L. Listed for use in sloped ceilings with pitches up to 8:12. Refer to the Sprinkler Design Requirements Table on Page 3 for specific flows and pressures for sloped ceilings, and Page 2 of this Data Sheet for further sloped ceiling design guidelines. The Model LF is Listed for both 155°F/68°C and 1750F/790C. The 1750F/79°C Listing can accommodate ambient temperatures up to 150°F/ 68°C. This is an advantage in areas where high ambient temperature is expected. The Model LF is Listed for up to 8" 203.2 mm) below the ceiling which can provide a significant advantage when encountering ceiling obstructions. Please note the flow changes slightly for installations over 4"(101.6 mm) up to 8" (203.2 mm) below the ceiling and for the 1750F/790C temperature. The Central Model LF Automatic Sprinklers incorporate the latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled quick response frangible capsule that is only 20 mm in length. The Model LF Automatic Sprinklers are intended for residential applications in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. Operation: The glass bulb capsule operating mechanism contains a heat -sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. a b 5. z t • tl S e ^ 5 5 Model: LF Standard Finishes: Sprinkler: brass, chrome plated, white and off-white painted Escutcheon: brass plated, chrome plated, white and off- white painted Style: Pendent and Recessed Pendent Length: 21/8' (53.9 mm) Escutcheon: Model GB Res./QR Width: 13/6' (30.2 mm) Wrench: GB-20 (Part #1125) Weight: 2'/ oz. (70 grams) Orifice Size: %" (9.5 mm) K-Factor: 3.0 (43.3 metric) Thread Size: ''/2" N.P.T. (15mm) Temp. Ratings: 1550F/680C 1750F/790C Approvals: U.L., cUL Maximum Working Pressure: 175 psi 12.1 bar) Factory Hydro Test: 100% at 500 psi 34.5 bar) No. 4-1.0 Old Cat. No. 4.4.0 LF Sloped Ceiling Design Guidelines Pendents Located Along Multiple Slopes Spacing is measured along the slope. Maximum number of sprinklers located in a compartment is unlimited. Number of heads to be hydraulically calcu- lated shall conform to the appropriate NFPA standard being designed to. See notes below if loft condition exists. Cathedral ceiling applications: An 8" minimum beam or lintel is required. a: minimum: 4"(101.6 mm) maximum: one-half the maximum calculated OPE spacing 8:12 (33.70) b: minimum: 8'-0" (2.4 m) maximum: 20'-0" (6.1 m) NOTES: The above design guidelines are based on actual testing performed at U.L. for slopes up to and including 8:12 pitch (33.70). For slopes greater than 8:12 pitch, refer to Central Sprinkler Company's "Residential Installation Guide" for proper placement and spacing criteria. One row of sprinklers shown on the sloping ceiling for clarity. Actual number of sprinklers within a compartment is unlimited. If a loft adjoins the sloped ceiling compartment, a minimum 8" deep lintel is required. For ceilings with lofts, calculate a minimum of three sprinklers. All other hydraulic requirements shall conform to be appropriate NFPA standard being used for design. r3Installation All Central Model LF Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the Pendent position. Step 2. Use only a non -hardening pipe joint compound or Teflon' tape. Apply only to male threads. Teflon is a trademark of the DuPont Corp. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on page two. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. GB-20 Sprinkler Wrench Part #1125) Figure 1 Model LF Pendent (bottom view) 1 I 1 I 1 1 1 I I 1 I I Face of Reducing Coupling 2 1/8" 1 11/16" ( 54 mm) 42.9 mm) Ref. 14 I Diameter ' Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be'l4" t'l,." below ceiling line. LF Ys" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 155T Minimum Design Flow Two or MoreCoverage Area One Sprinkler Sprinklers 12. x 12' 10 GPM (11.1 psi) 8GPM (7.1 psi) 3.7 x 3.7m) 37.91pm (0.8 bar) 30.3 Ipm (0.5 bar) Honz. 6 Sloped Ceilings) 14' x 14' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 4.3 x 4.3m) 37.9Ipm (0.6 bar) 30.3 Ipm (0.5 bar) Horizontal Ceilings) 14' x 14' 12 GPM (16.0 psi) 8 GPM (7.1 psi) 4.3 x 4.3m) 45.5Ipm (1.1 bar) 30.3 Ipm (0.5 bar) Sloped Ceilings) 16' x 16' 10 GPM (11.1 psi) 8GPM (7.1 psi) 4.9 x 4.9m) 37.9 rpm (0.6bar) 30.3 !pm (0.5bar) Horizontal Ceilings) 16' x 16' 12 GPM (16.0 psi) 8GPM (7.1 psi) 4.9 x 4.9m) 45.5Ipm (1.1 bar) 30.3 Ipm (0.5 bar) Sloped Ceilings) 18' x 18' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) 5.5 x 5.5m) 53.1 Ipm (1.5 bar) 39.8 Ipm (0.8 bar) Horizontal Ceilings) 18' x 18' 18 GPM (36 psi) 13GPM (18.8 psi) 5.5 x 5.5m) 68.2Ipm (2.5bar) 49.3 Ipm (1.3 bar) SlopedCeilings) 20' x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) 6.1 x 6. rm) 60.61pm (2.0bar) 51.21pm (1.4 bar) Horizontal Ceilings) 20' x 20' 20 GPM (44.4 psi) 16 GPM (28.4 psi) 6.1 x 6.1m) 75.8Ipm (3.1 bar) 60.6 Ipm (2.0 bar) Sloped Ceilings) Deflector distance from recessed up to 4"(101.6 mm) below ceiling. LF 3/8' Residential Pendent and Recessed Pendent Sprinkler Design Requirements 175T Minimum Design Flow Two or MoreCoverage Area One Sprinkler Sprinklers 12' x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) 3.7 x 3.7m) 37.9/pm (0.8 bar) 30.3 Ipm (0.5 bar) 14' x 14' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) 4.3 x 4.3m) 1 45.5 Ipm (1. i bar) 32.2/pm (0.6 bar) 16' x 16' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) 4.9 x4.9m) 45.5 Ipm (1.1 bar) 32.2/pm (0.6 bar) 18' x 18' 15 GPM (25.0 psi) 12 GPM (12.3 psi) 5.5 x 5.5m) 56.9 Ipm (1.7 bar) 39.8 Ipm (0.8 bar) 20' x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) 6.1 x 6. 1m) 1 60.6/pm (2.0 bar) 51.21pm (1.4 bar) Deflector distance from recessed up to 4" (101.6mm) below ceiling. Figure 2 Model LF Recessed Pendent rlso.amml Minimum Diameter I 2 114' (A.2 ' Ma.i- Diameter Model GB ResJQR I I Face ofRecessedEscutcheon I Reducing Coupling Finished Ceiling Line ' I I n Diemetor 718•(7e.0mm) Di - Note: Only the Model GB Res./QR Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Figure 3 Model LF Extended Pendent 3 1/2" (86.emm) Max. 2 1/4"(57.2mm) Min. 1 Finished Ceiling Line 314"(. 4mm) Max. 3 3/4"t55.7mm) Min. 399 Escutcheon 399 Escutcheon Face of ReducingFinishPart# Couplin Brass 1287 f Chrome 1286 White 1288 111/16" Off -White 1290 w2.mt LF 3/a' Residential Extended Pendent Sprinkler Design Requirements 155°F and 175T Minimum Design Flow Two or MoreCoverage Area One Sprinkler Sprinklers 12' x 12' 11 GPM (13.4 psi) 8 GPM (7.1 psi) 3.7x 3.7m) 41.71pm (0.9 bar) 30.3 Ipm (0.5 bar) 14' x 14' 12 GPM (16.0 psi) 9 GPM (9.0 psi) 4.3x 4.3m) 45.5 Ipm (1.1 bar) 34.1 Ipm (0.6 bar) 16' x 16' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) 4.9x 4.9m) 53.1 Ipm (1.5 bar) 39.8 Ipm (0.8 bar) 18' x 18' 14 GPM (21.8 psi) 12 GPM (16.0 psi) 5.5x 5.5m) 53.1 Ipm (1.5 bar) 45.5Ipm (1.1 bar) 20' x 20' 16 GPM (28.4 psi) 15 GPM (25.0 psi) 6.1 x 6. 1m) 60.6/pm (2.0 bar) 56.91pm (1.7 bar) Deflector distance extended 4" to 8" below ceiling. 3 Step 4. Hand tighten the sprinkler into the fitting. Then use a Central GB-20 Wrench to tighten the unit intothe fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs.(9.5 to 19.0 Nm) of torque; a tangential force of 14 to 28 Ibs.(62.3 to 124.5 N) delivered through a 6"(150 mm) handle will deliver adequate torque. Torque levels over 21 ft.-Ibs.(28.6 Nm) may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care & Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 100°F/380C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, Inspection, Testing and Maintenance of Water -Based Fire Protection Systems", contains guidelines and 1998 Central Sprinkler Company Printed in U.S.A. minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have addi- tional regulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using EEN'TR L Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 362-0700 FAX (215) 362-5385 only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa 0.0689 bar 0.0703 kg/cmz 1 U.S. gallon = 3.785 dm3 3.785 liters Conversions are approximate. LF PEND.3 Central Sprinkler BlazeMastero J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J INSTALLATION INSTRUCTIONS TECHNICAL MANUAL U.S., Canadian and U.K. Edition No. 19.1.0 Rev.4 5/96 May 1996 UL & C-UL File #Ex4470 Table of Contents Introduction......................................................................................... 1 Handling & Storage......................................................................... 1 I ConversionFactors......................................................................... I Handling........................................................................................ 11 Listingsand Approvals................................................................. I Storage........................................................................................... 11 Where and how to use a Central BlazeMaster System:......... 1 Handling of Central BlazeMaster Cements and Primers .... 11 Solvent/Cementing Instructions ................................................ l 1 Central BlazeMaster Specifications...............................................3 Pipe.................................................................................................... 3 Joining Central BlazeMaster Pipe Systems ............................... 11 Central BlazeMaster Fittings....................................................... 3 Cutting............................................................................................ 11 Solvent/Cement..............................................................................3 Deburring................................ :.... :..... ...................... ...................... 11 Dimensions for Central BlazeMaster CPVC Pipe ..................... 3 Fitting.preparation....................................................................... 12 Fitting Socket Dimensions ..................... . 3 Safety and Health Precautions................................................... 12 Estimating Primer and Cement Requirements ...................... 12 Product Ratings and Capabilities.................................................. 4 Primer Application....................................................................... 12 Pressure Rating & Pressure Listing ............................................ 4 Solvent Cement Application...................................................... 12FrictionLoss......................................................................................4 Assembly....................................................................................... 12 Thermal Expansion ..................... ............. ............................ ......... 4 Set and Cure Times..................................................................... 13 Physical and Thermal Properties of Central Pressure Testing the System ....................................................... 14 BlazeMasterCPVC................................................................................ 6 Permissible Deflections of Central BlazeMaster CPVC ........... 6 Transition to Other Materials........................................................14 Support and Hanger Recommendations ....................................... 7 Flanged Connections.................................................................. 14 Pipe Bracing with Standard Band Hanger ............................... 7 Grooved Coupling Adapters ..................................................... 15 Hanger/Support Spacing............................................................... 7 Penetrating Fire Rated Walls & Partitions .............................. 15 Other Design Criteria.................................................................. 15 Vertical Restraint............................................................................... 7 Freeze Protection.......................................................................... 15 Underground Installation Specifications .................................. 9 Central BlazeMaster Systems and Penetration of Pipe.................................................................................................... 9 Metal Studs............................................................................... 15 Fittings............................................................................................ 9 Solvent Cement and Primer Spills ........................................... 15 Primer/Solvent Cement............................................................. 9 Joining Central BlazeMaster CPVC in Cold Weather ........... 16 System Design.............................................................................. 9 Joining Central BlazeMaster CPVC in Hot Weather ............. 16 Installation Procedures............................................................... 9 Appendix............................................................................................. 16 Inspection.................................................... .... :.............................. 9 Helpful Tips.....................................................................................16 Trenching........................................................................................ 9 Material Safety -Data for Solvent Cements and Primers ...... 16 Snaking of Pipe............................................................................. 9 Train ing/Demonstration .............................................................. 16 Back Filling.................................................................................. 10 Material Safety Data Sheets..........................................................17 Maintenance...................::.......................................................... 10 System Riser Installation-Requirements....................................10 System Riser Installation Recommendation ............................10 This Installation and Technical Manual contains the criteria to install a Central BlazeMaster CPVC piping system in accordance with the UL-Listing, C-UL Listing and/or FM Approval. Additionally, the manual contains recommendations for easier installation, general piping prac- tices and other suggestions that may not be required to satisfy the UL Listing, C-UL Listing and/or FM Approval. To differentiate between a re- quirement and a suggestion, use the following definitions: SHALL - The use of the word "shall" indicates a mandatory requirement of the Listings/Approval. SHOULD - The use of the word "should" indicates a suggestion that is not required to meet the Listings/Approval. Warranty Central BlazeMaster CPVC products are warranted against defects in material and workmanship solely to original purchasers from Cen- tral. This warranty will continue for a period often years from the shipping date. Materials found to be defective by Central shall be repaired or replaced at Central's option. Central will not be responsible for labor charges or consequential expenses or damages incurred as a result of 1 use of its products. This warranty is expressly made in lieu of any and all other warranties, expressed or implied, including the warranties of merchantability and fitness. All sales by Central shall be subject to the terms and conditions stated herein. The placement of orders with Central shall constitute accep- tance of these terms and conditions. If buyers' purchase orders or confirmations are at a variance with the terms and conditions herein, they shall not be binding upon Central and Central's terms and conditions shall take precedence. These terms and conditions of sale shall be construed under and in accordance with the laws of the Commonwealth of Pennsylvania. Buyer consents and agrees to thejurisdiction and venue of the Court of Common Pleas of Montgomery County, Pennsylvania and the U.S. Dis- trict Court for the Eastern District of Pennsylvania with respect to any proceedings arising out or in connection with any purchase and sale con- tract entered into between Central and buyer. Buyer further agrees that mailing to either party by certified registered mail shall constitute law- ful and valid service of process. Look for the UL, C-UL, FM and NSF-pw S.E. marks on the product. BlazeMaster® is a registered trademark of the BFGoodrich Company. All Central Sprinkler BlazeMaster CPVC Products are manufactured in the USA. May 1996 UL & C-UL File #Ex4470 Introduction Central Sprinkler Company in conjunction with BFGoodrich has created a line of BlazeMMaster CPVC (Post Chlorinated Polyvinyl Chloride) sprinkler pipe and fittings. Central BlazeMaster pipe systems are designed specifically for fire sprinkler systems and provide the following ad- vantages over traditional sprinkler piping systems: Increased hydraulic capabilities (C-Factor = 150) No precutting and expensive fabrication required NSF-pw S.E. approved for potable water Can be easily connected to other sprinkler piping systems Flexibility in the piping for greater ease of installation Resistant to rust, scale and foreign contaminant build up Inexpensive tools required for installation Greater resistance to seismic activity than copper or steel systems Easily repaired or modified on site Easily transported and handled at installation Resists sweating and condensation Conversion Factors Appropriate conversion factors for values shown in this guide are as follows:: finch = 25.4 mm I foot = 0.3048 meters 1 psi = 6.895 kPa 1 psi = 0.0689 bar 1 psi = 6894.757 Pa 1000 Pa 1 kPa Listings and Approvals Central Sprinkler BlazeMaster CPVC piping systems have been evaluated and are UL Listed in accordance with U.S. requirements and C-UL Listed in accordance with Canadian requirements by Underwriters Laboratories Inc. and are Factory Mutual (FM) Approved for use in: Light Hazard occupancies as defined in the Standard for "Installation of Sprinkler Systems", NFPA 13. Residential occupancies as defined in the Standard for "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height", NFPA 13R. Residential occupancies as defined in the Standard for" Installation of Sprinkler Systems in One and Two Family Dwellings and Manu- factured Homes", NFPA 13D. Underground fire service systems as described in the " Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Central Sprinkler BlazeMaster piping systems have also been evaluated and are UL Listed in accordance with U.S. requirements by Un- derwriters Laboratories. Inc. for use in return air plenums as described in the "Standard for Installation of Air Conditioning and Ventilat- ing Systems", NFPA 90A. Central Sprinkler BlazeMaster CPVC-pipe and fittings are not C-UL Listed for use in return air plenums. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Listed by ME&A in Residential buildings as defined by NFPA 13D and 13R. The ME&A listing number is 434-88-M. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are tested by NSF for chemical extraction to standard 61 and carry the NSF-pw S.E.. Listing. Central Sprinkler BlazeMaster CPVC sprinkler pipe and fittings are Approved by the City of Los Angeles and Metro -Dade County for use in Light Hazard and Residential occupancies as defined above. Special Note: Central Sprinkler BlazeMaster CPVC pipe and fittings are UL and C-UL Listed and FM Approved for use with Central and/or other BlazeMaster CPVC-Fittings Listed and/or Approved in accordance with the appropriate U.S. and/or Canadian requirements. Please con- sult the current UL Fire Protection Equipment Directory, C-UL Products Certified for Canada Directory, FM Approval Guide and/or contact Cen- tral Sprinkler's Corporate Headquarters at 800-523-6512 for further information on Listings and Approvals. Where and how to use a Central BlazeMaster System 1. Central BlazeMaster pipe and fittings shall be employed in "wet" systems only. (A wet pipe system contains water and is connected to a water supply so that the water will discharge immediately when the sprinkler is opened.) Central BlazeMaster shall not be used in a system using compressed air or other gases. 2. National Fire Protection Association Standards 13, 13R, 13D or 24 shall be followed and when applicable, the National Building Code of Canada shall be referenced for design and installation requirements in conjunction with these instructions. 3. For a concealed installation: A. In accordance with the UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum protection shall consist of either one layer of %" thick gypsum wall board,'L" plywood soffits, or a suspended membrane ceiling with lay -in panels or tiles having a weight of 0.35 pounds per sq. ft. when installed with metallic grids. For residential occupancies defined in NFPA 13D and 13R, the minimum protection may consist ofone layer of/z" plywood. In these cases, any standard sprinkler head rated at 170°F or less may be used. May 1996 j UL & C-UL File #Ex4470 B. In accordance with the C-UL Listing, protection shall be provided for BlazeMaster CPVC pipe and fittings. The minimum pro- tection shall consist of either lath and plaster, one layer of 9mm thick gypsum wallboard, one layer of l3mm plywood, or a sus- pended membrane ceiling with lay -in panels or tiles classified with respect to surface burning characteristics having a mass of not less than 1.7 kg/mz when installed with metallic grids. The effectiveness of this protection can be impaired if penetrated by large openings such as ventilation grills, exhaust fans connected to metal ducts serving washrooms excepted. Where such penetration is present, individual openings exceeding 0.03m,• but not exceeding 0.71 mz in area must be located such that the distance from the edge of the opening to the nearest sprinkler does not exceed 300mm. BlazeMaster pipe and fittings shall not be used where such L openings exceed 0.71m, in area. In these cases, any standard sprinkler head rated at 77°C or less maybe used. C. For a concealed installation per FM Approvals, the piping shall be protected and completely separated by a permanently in- stalled non-combustible barrier from any area protected by the system. A permanently installed barrier is one that cannot be re- moved without substantial cosmetic damage. Drop in ceiling tiles, as used in suspended ceilings are specifically considered not to be permanently installed for the purposes of this definition. Non-combustible is defined as having a minimum finish fire rating of 15 minutes when tested per ASTM E 119. 4. For an exposed installation: A. In accordance with the UL Listing, BlazeMaster CPVC pipe and fittings shall be installed below a smooth flat horizontal ceiling construction. For pendent sprinkler installations. Listed Quick Response pendent sprinklers installed within 8" from the ceiling or Listed Residential sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 15'. For horizontal sidewall installations. Listed Quick Response horizontal sidewall sprinklers having deflectors within 6" from the ceil- ing and within 4" from the sidewall or Listed Residential horizontal sidewall sprinklers located in accordance with their Listing shall be used and the maximum distance between sprinklers shall not exceed 14'. B. In accordance with the C-UL Listing, BlazeMaster CPVC pipe and fittings shall be installed below a smooth, flat, horizontal, fixed ceilings in conjunction with Listed Quick Response or Residential sprinklers with a maximum rating of 77°C. 5. Central BlazeMaster pipe and fittings shall be installed in areas where the ambient temperature does not exceed 150'17 (65°C). 6. Central BlazeMaster pipe and fittings are not approved for installation in combustible concealed spaces requiring sprinklers, as refer- enced in NFPA 13. However, NFPA 13R and 13D permit the omission of sprinklers from combustible concealed spaces and Central Sprin- kler BlazeMaster pipe and fittings can be installed in these areas when sprinklering residential occupancies according to these stan- dards. 7. In installations where sprinkler pipe runs through an attic space that requires sprinklers per NFPA. CPVC piping shall be protected in order to meet the requirements of its UL and C-UL Listings. The Authority Having Jurisdiction shall be consulted prior to any installation of CPVC in attic spaces requiring sprinklers. Protection methods and requirements may vary byjurisdiction and are subject to interpre- tation. 8. Central BlazeMaster pipe and fittings, when installed in accordance with its UL Listing in air plenums• shall be a minimum horizon- tal distance of 24' from an opening in the ceiling such as ventilation grills. The C-UL Listing and FM Approval restrict the use of Central Sprinkler BlazeMaster pipe and fittings in return air plenums as referenced in NFPA 90A. 9. Before penetrating fire rated walls and partitions, consult building codes and Authorities Having Jurisdiction in your area. Central Sprinkler BlazeMaster systems should be designed and installed so that the piping is not exposed to excessive temperatures from specific heat producing sources, such as light fixtures, ballasts and steam lines. Pipe shall not be positioned directly over open venti- lation grills. Note: There is no exact minimum distance Central BlazeMaster CPVC pipe and fittings should be installed from heat sources. Mini- mum distances are a function of the specific heat producing source, the maximum ambient temperature, heat shielding, if any, and proximity ofCPVC piping to the above. Please consult Central's Technical Services department for answers regarding specific heat sources and recommended Central Sprinkler BlazeMaster CPVC spacing. 10. During remodeling or ceiling repair appropriate precautions must be implemented to properly shield the piping from the protected occupancy. 11. Central BlazeMaster pipe and fittings shall not be installed in outdoor applications. 12. The use of BlazeMaster CPVC in ceiling spaces above non-sprinklered areas has not been investigated by UL or FM. W-7 May 1996 UL & C-UL File #Ex4470 Central BlazeMaster Specifications Pipe Central Sprinkler BlazeMaster CPVC sprinkler pipe conforms to the requirements of ASTM F442 and carries the markings of Underwriters Laboratories Inc. (UL & C-UL), Factory Mutual (FM). ME&A, and the National Sanitation Foundation (NSF-pw S.E.) for use in potable water systems. Fittings Central BlazeMaster sprinkler fittings conform to the requirements of ASTM F438 (Schedule 40 dimensions from'/,` to 1%`) and ASTM F439 Schedule 80 dimensions for 2" to 3"). Female threaded adapters for sprinkler head connections contain brass inserts. Fittings carry the mark- ings of Underwriters Laboratories Inc. (UL & C-UL), Factory Mutual (FM). ME&A, and National Sanitation Foundation (NSF-p%v S.E.) for use in po- table water systems. Solvent/Cement BlazeMaster CPVC socket connections can bejoined using one of two solvent/cementing processes. Connections shall bejoined with Central Sprinkler BlazeMaster One -Step CSC-300, CSC-400.or CSC-500 Solvent Cements or Two Step CSC-100 Primer and CSC-200 Solvent Cement. CSC-100, CSC-200, CSC-300. and CSC-400 or CSC-500 Solvent/Cements meet ASTM F493 and NSF requirements. Please review solvent cement- ing instructions within this manual prior to installation. Other primer or cements shall not be used with Central BlazeMaster products and the use of such non -approved welding agents will void the Manufacturer's warranty and product Listings/Approvals. Dimensions for Central BlazeMaster CPVC Pipe Table A • Central BlazeMaster Pipe Dimensions in Inches (Millimeters) SDR 13.5 ASTM F 442) Nominal Size (see note) Average OD Average ID Pounds per Feet 19.1) 1.050 (26.7) .874 (22.2) .168 1- 25.4) 1.315 33.4) 1.101 28.0) 262 1'A' 31.8) 1,660 42.2) 1.394 35.6) 418 Vh" 38.1) 1.900 48.3) 1.598 40.6) 548 2" 50.8) 2.375 60.3) 2.003 50.9) 859 2'h' 63.5) 2.875 73.0) 2.423 61.7) 1.257 3" 76.2) 3.500 88.9) 2.952 75.1) 1.867 ASTM CPVC Fitting Socket Dimensions Table B • ASTM Dimensions for CPVC fittings in Inches: A B C D E F Nominal Size Socket Entrance Diameter Average Socket Bottom Diameter Average Socket Length Minimum Inside Diameter Minimum Minimum Wall Thickness Diameter Diameter 1/1" 1.058 1.046 0.719 0.820 0.113 0.141 1" 1.325 1.310 0.875 1.044 0.133 0.166 11/1" 1.670 1.655 0.938 1.375 0.140 0.175 11h" 1.912 1.894 1.094 1.604 0.145 0.181 2" 2.387 2.369 1.500 1.933 0.218 0.275 2'h" 2.889 2.868 1.750 2.316 0.276 0.345 Note: Central BlazeMaster pipe is pro- duced in SDR 13.5 dimensions in ac- cordance with ASTM442. SDR (Stan- dard Dimension Ratio) is the ratio of the outside pipe diameter to the wall thickness of the pipe. May 1996 UL & C-UL File #Ex4470 Product Ratings and Capabilities Pressure Rating & Pressure Listing Central Sprinkler BlazeMaster pipe and fittings are UL and C-UL Listed and FM Approved for a rated pressure of 175 psi (1210 kPa) for sprinkler service up to 150°F (65°C). Friction Loss Central BlazeMaster CPVC pipe has a Hazen -Williams C-Value of 150. Pipe friction loss calculations shall be made according to NFPA Stan- Bards. The following table shows the allowance of friction loss for fittings, expressed in equivalent feet of pipe. Allowance for Friction Loss in Fittings Equivalent Feet of Pipe) Fitting Size (In.) v Tee Branch Elbow 90'* Elbow 45' Coupling Tee Run 1" 1'b" 11h" 2" 21h" 3" 15 13 4 2 2 3 5 6 8 10 12 4 5 6 7 9 12 1 1 2 2 2 3 1 1 1 1 1 2 1 1 1 1 1 2 The above stated friction loss values are for Central BlazeMaster fittings only. When using other Listed BlazeMaster CPVC 90' elbows with Central Sprinkler BlazeMaster products. please consult the fitting manufacturer's installation and design manuals. Thermal Expansion BlazeMaster plastics, like all piping materials, expand and contract with changes in temperature. The coefficient of linear expansions is: 0.0000340 inch/inch /'F. A 25'F change in temperature will cause an ex- pansion of inch for a 50 foot straight length. For most operating and installation conditions, expansion and contraction can be accommodated at changes in direc- tion of the pipe run. For additional information on Ther- mal Expansion please see Table C below. Where AL= l2el (AT) e = 3.4 x 10-5 irdin/°F (Coefficient of Linear Expansion) L = Length of Run in Feet AT = Temperature Change in °F An example of Thermal Expansion is shown be- low: Example: How much will a 40 foot run of/4"of BlazeMaster CPVC pipe increase in length (or expand) if the expected ambient temperature ranges from 35'F to 85'F? Changes in length due to fittings are insignificant relative to the pipe. AL = 12e1 (AT) AL = 12 (.000034) x 40 x 50 AL = .82 in. or "&" Table C • Thermal Expansion Temp Change 5 10 15 20 25 30 Length of Run (ft.) 35 40 45 50 70 90 120 160 t1T°F Thermal Expansion,aL(in.) 20 04 08 12 16 20 24 29 .33 .37 .41 57 73 98 1.31 30 06 12 18 24 31 37 43 .49 .55 .61 86 1.10 1.47 1.96 40 013 16 24 33 41 49 57 .65 .73 .82 1.14 1.47 1.96 2.61 50 10 20 31 41 51 61 71 .82 .92 1.02 1.43 1.84 2.45 3.26 60 12 24 37 49 61 73 86 .98 1.10 1.22 1.71 2.20 2.94 3.92 70 14 29 43 57 71 86 1.00 1.14 1.29 1.43 2.00 2.57 3.43 4.57 80 16 33 49 65 82 98 1.14 1.31 1.47 1.63 2.28 2.94 3.92 5.22 90 18 37 55 73 92 1.10 1.29 1.47 1.65 1.84 2.57 3.30 4.41 5.88 100 20 41 61 82 1.02 1.22 1.43 1.63 1.84 2.04 2.86 3.67 4.90 6,53 Central BlazeMaster CPVC exhibits a relatively high coefficient of thermal expansion (see Table Q. When designing Central BlazeMaster sprinkler systems, expansion of long runs must be considered if temperature variations will be encountered (ie: summer to winter extremes). Methods of compensating for thermal expansion are: expansion loops, offsets and change of direction of the pipe run. (See Figure G for ex- amples of control methods.) The expansion loops and offset tables are shown below. If the change in temperature and the maximum working temperature are lower than those used to derive the tables, the numbers will be conser- vative in nature. For example, for a temperature change from 60'F to 125'F use Table F because the maximum tem- perature is greater than those shown in Tables D and E. Nom. Length of Run ft. For conditions which are not covered in the Loop Length Tables, use the formulas and examples found in Table H. Note: Table based on Stress and Modulus of Elasticity at 100'F. Refer to Table H on page 4. AT = 70'F S = 1560 psi E = 3.85 x 105 psi C4] Table D •Loop Length (30'F to 100'F) AT 70117 Pipe Avg' O.D.Size 10 20 30 40 50 60 70 80 90 100 120 140 Length of Loop (in.) 160 1.050 11 15 18 21 24 26 28 30 32 33 37 39 42 1, 1.315 12 17 20 24 26 29 31 33 35 37 41 44 47 V/4" 1.660 13 19 23 26 30 32 35 37 40 42 46 50 53 1'/i 1.900 14 20 25 28 32 35 38 40 43 45 49 53 57 2' 2.375 16 22 27 32 35 39 42 45 48 50 55 59 63 21/i 2.875 18 25 30 35 39 43 46 49 52 55 60 65 70 3" 3.500 19 27 33 38 43 47 51 54 58 61 67 72 77 May 1996 UL & C-UL File #Ex4470 Table E e Loop Length (60'F to 120'F) A = 60'F Nom. Length of Run (ft.) Pipe 10 20 30 40 50 60 70 80 90 100 120 140 160 Size Length of Loop (in.) 1/4' 1.050 10 15 18 21 23 25 27 29 31 33 36 39 41 1" 1.315 11 18 20 23 26 28 31 33 35 37 40 43 46 1'/4* 1.660 13 18 22 26 29 32 34 37 39 41 45 49 52 11h" 1.900 14 20 24 28 31 34 37 39 42 44 48 52 56 2" 2.375 15 22 27 31 35 38 41 44 47 49 54 58 62 2'h' 2.875 17 24 30 34 38 42 45 49 51 54 59 64 69 3' 3.500 19 27 33 38 42 46 50 54 57 60 66 71 76 Table F • Loop Length (70'17 to 150'F) AT 80'F Nom. Length of Run (R.) pipe Avg. 10 20 30 40 50 60 70 80 90 100 120 140 160 O.D. Length of Loop (in.) 1/1" 1,050 14 19 23 27 30 33 36 38 40 43 47 50 54 1' 1.315 15 21 26 30 34 37 40 43 45 48 52 56 60 11/i 1.660 17 24 29 34 38 41 45 48 51 53 59 63 68 1'h' 1.900 18 26 31 36 40 44 48 51 54 57 63 68 72 2' 2.375 20 29 35 41 45 50 53 57 61 64 70 76 81 2'h' 2.875 22 31 39 45 50 55 59 63 67 70 77 83 89 Loop vs/ 6' 6' MIN th/ MIN - Offset 1N/ vu Change of Direction Long RunofPipe E Hanger o Guide Restrain) Figure G e Expansion Loop and Offset Configurations Table H e Modulus ofElasticity & Stress vs Temperature Temperature 'F 73' 80' 90' 100' 110' 120' 140' 150' Modulus of Elasticity 4.23 4.14 3.99 3.85 3.70 3.55 3.23 3.08 E" x 105 (psi) Working Stress 2,000 1,875 1,715 1,560 1,415 1,275 1.000 875 IS" (psi) Nate: Table based on Stress and Modulus of Elasticity at 120'F Refer to Table H. AT = 60'F S = 1275 psi E = 3.55 x 105 psi Note: Table based on Stress and Modulus of Elasticity at 150'F Refer to Table H. AT = 80'F S = 875 psi E = 3.08 x 105 psi Hangers should only be placed in the loop, offset or change of direction as indicated. Piping supports should restrict lateral movement and shall direct axial movement into the expansion loop. The Expansion Loop Formula has the following com- ponents as shown below: Length of Expansion Loop in Inches E = Modulus of Elasticity at 100'F (Table H below) D = Average O.D. of Pipe AL = Change in Length of Pipe Due to Change in Temperature S = Working Stress at 100'F (Table H below) The Modulus of Elasticity & Stress vs Temperature table H will need to be used to find "E" in the Expansion Loop For- mula. An example is presented to demonstrate the calcu- lation of expansion given a defined thermal change and to calculate the length of the expansion loop or offset in inches. Example How much expansion can be expected in a 240 foot run of 2" Central B1azeMaster CPVC pipe installed in 40'F given a maximum temperature change to 100'F? Additionally, how long should the expansion loop be to compensate for this expansion? First, find the temperature change expressed as AT. AT = 100'F - 40'F AT = 60'F Now use Table C to calculate the change in length expressed as AL. Since the run is 240 feet and the table is inclusive to only 160 feet, two calcu- lations will need to be made. Length of run = 160 feet with AT = 60'F From Table C, AL = 3.92 in Now we must calculate the additional 80 feet of run for AL. Since Table C does not include 80 feet we must interpolate 80 ffeet between 70 feet and 90 feet. AT = 60'F AL =1.71 in for 70 feet AL =2.20 in for 90 feet N = L.96 inches for 80 feet of pipe Total AL for 240 feet = 3.92 + 1.96 AL = 5.88 inches To find the length of the expansion loop on offset in inches 2S Length of Expansion Loop in inches. E = Modulus of Elasticity at maximum temperature from Table H. D = Average Outside Diameter of pipe from Table A. S = Working Stress at maximum temperature from Table H. AL = Change in length of pipe due to a change in temperature from Table C. l= 3x(3.85 x 105)(2.375)(5.88) 2(1,560) I = 71.90 inches For Loop Length: /> /= % x 71.90 = 14.38 in. 1/5/= z/x71.90=28.76in. For Offset Length: '/4 /_ 'b x 71.90 = 17.98 in = 18 in. z 14x71.90=35.95in=36in. Physical and Thermal Properties of Central BlazeMaster CPVC The Physical and Thermal Properties of Central BlazeMaster pipe can be found in Table 1. Table 1 • Physical and Thermal Properties Property CPVC ASTM Specific Gravity "Sp. Gr." 1.55 D792 IZOD Impact Strength ft. lbs./inch, notched) 3.0 D256A Modulus of Elasticity, @ 73°F, psi "E" 4.23 x 105 D638 Ultimate Tensile Strength, psi 8,400 D638 Compressive Strength, psi "o" 9,600 D695 Poisson's Ratio "o" 35- .38 Working Stress @ 73 F, psi "S" 2,000 D1598 Hazen Williams "C" Factor "C" 150 Coefficient of Linear Expansion in/(in T) e" 3.4 x 105 D696 Thermal Conductivity BTU/hr/ft2/°F/in "k" 0.95 C177 Flash Ignition Temperature F° 900 D1929 Limiting Oxygen Index " L01" 60 D2863 Electrical Conductivity I Non Conductor Permissible Bending Deflections BlazeMaster fire sprinkler piping, while classified as a rigid piping material, is inherently flexible allowing it to be deflected, within permissible limits, around or away from objects during installation. The maximum allowable deflections for BlazeMaster piping can be found in Tables 1 and K. Table) • Permissible Bending Deflections SDR 13.5 (73'F) Bending" One End Restrained) Pipe 2' 5' 7' 10' 12' Length of Run (L) in feet 15' 17' 20' 25' 30' 35' 40' 45' 50' Size Deflection (D) in inches 3W 1.3 7.8 15.4 31.3 45.1 70.5 90.6 125.4 195.9 282.1 383.9 1' 1.0 6.3 12.3 25.0 36.0 56.3 72.3 100.1 156.4 225.2 306.6 400.4 1'/' 0.8 5.0 9.7 19.8 28.5 44.6 57.3 79.3 123.9 178.4 242.8 317.2 401.4 1'b' 0.7 4.3 8.5 17.3 24.9 39.0 50.1 69.3 108.2 155.9 212.2 277.1 350.7 433.0 2' 0.6 3.5 6.8 13.9 20.0 31.2 40.0 55.4 86.6 124.7 169.7 221.7 280.6 346.4 21k' 0.5 2.9 5.6 11.4 16.5 25.8 33.1 45.8 71.5 103.0 140.2 183.1 231.8 286.2 3' 0.4 2.4 4.6 9.4 13.5 21.2 27.2 37.6 58.8 84.6 115.2 150.4 190.4 235.1 Table K • Permissible Bending Deflections SDR 13.5 (73'F) Snaking" Both Ends Restrained) Pipe 2' 5' 7' 10' 12' Length of Run (L) in feet 15' 17' 20' 25' 30' 35' 40' 45' 50' Size Deflection (D) in inches 1/i 3 2.0 3.8 7.8 11.3 17.5 22.6 31.3 49.0 70.5 96.0 125.4 158.7 195.9 1' 3 1.6 3.1 6.3 9.0 14.1 18.1 25.0 39.1 56.3 76.6 100.1 126.7 156A VA* 2 1.2 2.4 5.0 7.1 11.2 14.3 19.8 31.0 44.6 60.7 79.3 100.4 123.9 I 2 1.1 2.1 4.3 6.2 9.7 12.5 17.3 27.1 39.0 53.0 69.3 87.7 108.2 2' 1 9 1.7 3.5 5.0 7.8 10.0 13.9 21.6 31.2 42.4 55.4 70.1 86.6 21k' 1 7 1.4 2.9 4.1 6.4 8.3 11.4 17.9 25.8 35.1 45.8 57.9 71.5 3' 1 6 1.2 2.4 3.4 5.3 6.8 9.4 14.7 21.2 28.8 37.6 47.6 58.8 I- LfLi d in. L ft. di 9 May 1996 UL & C-UL File #Ex4470 Support and Hanger Recommendations* Model No. 22 (shown) Some hangers designed for metal pipe are suitable for CPVC pipe. The hanger shall not have rough or sharp edges which can come in contact with the pipe. Do not use under sized hangers. Hangers with sufficient sizing shall be selected based on pipe size (ie. l'/h" hangers for 1'h." pipe). Pipe hangers must comply with the appropriate Standard, NFPA 13, 13D. or 13R, whichever applies. Some local codes may not allow plastic to metal contact. In this case, plastic sleeves or vinyl electrical tape should be used to isolate the materials. Strapping pipe overly tight to a struc- tural member can cause damage to the pipe when pressurized. Please ensure the pipe is held snug by the hanger, but is not pinched or crushed in any way. _ PLUMBERS TAPE OR J,HOOKS ARE NOT RECOMMENDED WITHOUT SHIELDING FOR ROUGH EDGES IN NFPA 13D APPLICATIONS. Pipe Bracing with Standard Band Hanger* Tolco. Inc. and Afcon make three hanger/restraining devices that are available for use with Central BlazeMaster. The Tolco Model No. 22, shown left, or Afcon Model 513 can function as a hanger and as a restraining device. As a restraining device, invert the hanger so that the fastener is down- ward. Installation in this manner will prevent upward movement of the sprinkler head dur- ing activation. The Tolco Model No. 23, as shown left, or Afcon Model 510 can function as a hanger and as a restraining strap. Both products incorporate features which protect the pipe and ease installation. The hex Model No. 23 (shown) head self -threading screw (furnished with the product) is easily installed using a recharge- able electric drill and a Y6" socket attachment. No predrilling of a pilot hole is required. Both Tolco Models 22 and 23 and Afcon Models 513 and 510 were designed and tested for CPVC plastic pipe only and are UL Listed for this appli- cation. The Tolco Models 22 and 23, and Afcon Models 513 and 510 satisfy both support and vertical restraint criteria. For more information about Tolco or Afcon products, consult the Central Sprinkler Company. Table L - Support Spacing "L" (ft.) CPVC SDR 13:5 Temp I Nominal Pipe Size 73' 5'h 6 61h 1 7 8 1 9 10 Hanger/Support Spacing Because Central BlazeMaster pipe is more rigid than other types of plastic systems, the support spacing shown in Table L shall be adhered to when install- ing the system. For exposed installations, Listed support devices shall be used which mount the BlazeMaster pip- ing directly to the ceiling or side wall. Vertical Restraint When a sprinkler head activates, a significant reactive force is exerted on the pipe, especially at system pressures greater than 100 psi. The re- active force will cause the pipe to lift vertically if it is not properly se- cured, especially if the sprinkler drop is from a small diameter pipe. When a sprinkler drop is from a Y,", 1" or 11b" pipe, the closest hanger should brace the pipe against vertical lift -up. A number of techniques can be used to brace the pipe such as a standard band hanger position- ing the threaded support rod to''/ie inch above the pipe or using a split ring or a wrap -around hanger for restraint. Note: Threaded rod should not come in contact with CPVC when in- stalled. It is advisable to use lift restraint devices such as the Tolco Model number 25 which prevents the threaded rod from coming in contact with the CPVC pipe as shown to the left. Table M Support LkPa) e with an In Line SprinTee Nominal Pipe Size Less than 100 preater than 100 psi (690 Val) 8, inch 4'3' 1 inch 5'4' 1Y, inch 6'5' N inch 7'7' Branch lines shall be braced at a distance from a tee or elbow to prevent lift of sprinklers as shown in Tables M and N. Local codes have final authority on which types of hangers can be used. May 1996 UL & C-UL File #Ex4470 Table N • Support Spacing to an End Line Sprinkler Head Drop Elbow Nominal Pipe Size Less than 100 psi (690 kPa) Greater than 100 psi (690 kPa) Y. inch 9' 6' 1 inch 1'0" 9" 1V/ inch 1'4" 1' 11h inch 2' 1' 1'h inch 2' 1' When piping is suspended from a deck. hangers are re- quired to suspend the pipe as well as for vertical lift restraint. One support can serve as both. Drop locations between sup- ports are acceptable in any location as long as support spac- ing is in compliance with Table M. Examples of where this type of hanging is used include: concrete decks with rod and ring hangers. 'pan decks' on I beams with C-clamps, or con- crete anchors, and under wood joists with straps or rod hangers. See Figure 0. Nigure F, Side view When the piping is supported by wood joists or trusses. the structure provides the support, especially when thejoists are close together. The only requirement with this type ofconstruction is to provide vertical re- straint and hangers are not required. When supporting CPVC piping below the deck, and when the supporting members are spaced far apart, it is important to brace for upward restraint per Tables M and N. Drop location be- tween supports are acceptable in any location as long as T Maximum Table M A B Reference Table M)' i (Ref. Table N)' Any distance i between supports Support Support' Finished Ceiling Line d y a %. V- oYrum. ci— up,'Pc nuj—", w uu— Ref. Table M) (Ref. Table N) A No upward rostra' t or hanger is required between sprinklers. W :- iK u .-.x '}='. S iY`o'i'. ,a ?,5,4^.'^v...#aw. r.P Kv x= a Z,-0" Finished Ceiling Lineoncenter) support spacing is in compliance with ables M and N. FiWQ9dFD?UP&f{ffWiPfflla tion, In manufactured homes. additional hangers may be required to prevent pipe movement from thermal expansion. Please consult with your Authority Having Jurisdiction and Central's Technical Services Department for further clarification CPVC pipe or fitting must be supported near a sprinkler head as shown in Tables M and N. May 1996 UL & C-UL File #Ex4470 Underground Installation Specifications Pipe Central Sprinkler BlazeMaster CPVC pipe complies with the requirements ofASTM F442 and standard dimension ratio (SDR) 13.5. Central BlazeMaster pipe is UL Listed and C-UL Listed for a rated pressure of 175 psi (1210 KPa) for underground service. Fittings Central Sprinkler BlazeMaster CPVC fittings comply with the requirements ofASTM F438 (Schedule 40 socket) and ASTM F439 (Schedule 80 socket). Primer/Solvent Cement All socket typejoints shall be made in accordance with Central Sprinkler's installation instructions using the "One Step" Solvent Cements, CSC-300. CSC-400. or CSC-500, or "Two Step" Solvent Cement. CSC-100 Primer and CSC-200 process. When installing underground Blazelvl- aster pipe and fittings per the C-UL Canadian Listing, it is required to use the "Two Step" CSC-100 & CSC-200 or the "One -Step" CSC-300 Sol- vent Cement systems. Please note that 2 112" and 3" pipe and fittings must bejoined per the C-UL Listing with CSC-100 Primer and CSC-200 Solvent Cement. When installing underground BlazeMaster pipe and fittings per the UL Listing requirements. "Two Step" CSC-100 Primer and CSC-200 Cement or "One Step" CSC-400 or CSC-500 Solvent Cement shall only be used on all pipe sizes. Please refer to sections forJoining Central BlazeMaster Pipe Systems which reference the application of these systems as well as page 11 for the standard practice for safe han- dling of Primers and Solvent/Cements. Note: When using Central Sprinkler BlazeMaster pipe and fittings. pipe and fittings must be installed in accordance with ASTM o2774, the standard recommended practice for underground installation of thermoplastic pressure piping and ASTM F645, the standard guide for selection, design and installation of thermoplastic water pressure piping systems, and all Central Sprinkler installation instructions contained within this document. System Design A Central BlazeMaster underground system shall be hydraulically calculated using a Hazen -Williams C-Factor of 150, and designed and installed in accordance with the "Standard for Installation of Private Fire Service Mains and Their Appurtenances", NFPA 24. Installation Procedures The installation procedures detailed within apply to Central Sprinkler BlazeMaster CPVC pipe that has solvent cemented joints in size ranging from 3/4" - 3". Inspection Before installation, Central Sprinkler BlazeMaster CPVC pipe and fittings should be thoroughly inspected for cuts, scratches, gouges or split ends which may have occurred to the products during shipping and handling. Trenching The trench should be of adequate width to allow convenient installation, while at the same time being as narrow as possible. Minimum trench widths may be utilized byjoining pipe outside of the trench and lowering it into the trench after adequatejoint strength has been achieved. Note: Please refer to Central Sprinkler's instructions for recommended set and cure times for solvent cemented joints as found in Tables U through Z1 of this installation guide. Trench widths will have to be wider where pipe is joined in the trench or where thermal expansion and contraction is a factor. For additional details on expansion and contraction, please see thermal expansion characteristics on page 4 of this bro- chure. The following chart shows the trench width and minimum ground cover required for underground installation. Pipe Size Trench Width Ground Cover Minimum Liaht Traffic I Heavv Traffic All Central Sprinkler BlazeMaster CPVC pipe that is water filled should be buried at least 12" below the maximum expected frost line. It is recommended that Central Sprinkler BlazeMaster piping be run within a metal or concrete casing when it is installed beneath surfaces that are subject to heavy -weight or constant traffic such as roadways and railroad tracks. The trench bottom should be continuous, relatively smooth and free of rocks. Where ledge rock, hardpan or boulders are encountered, it is necessary to pad the trench bottom using a minimum of four (4) inches of tamped earth or sand beneath the pipe as a cushion and for protec- tion ofthe pipe from damage. Sufficient cover must be maintained to keep external stress levels below acceptable design stress. Reliability and safety of service is of major importance in determining minimum cover. Local, state and national codes may also govern. Snaking of Pipe After Central Sprinkler BlazeMaster CPVC pipe has been solvent cemented, it is advisable to snake the pipe according to the following recommendations beside the trench during its required drying time. Be especially careful not to apply any stress that will disturb the undried joint. Snaking is necessary in order to allow for any anticipated thermal contraction that will take place in the newlyjoined pipe line. Snaking is particularly necessary on the lengths of pipe that have been Solvent/Cement welded during the late afternoon of a hot summers day, because the drying time will extend through the cool of the night when thermal contraction of the pipe could stress thejoints to the point of pull out. This snaking is also especially necessary with pipe that is laid in its trench (necessitating wider trenches than recommended) and is back -filled with cool earth before thejoints are thoroughly dry. The following chart shows the Pipe Snaking and the Loop Off Set in inches for contraction. May 1996 UL & C-UL File #Ex4470 Pipe Snaking Pipe Centerline Offset Offset c t•ylv 'S La th .: ° t 1 4 kx '> Y = ,s>,yt x i' A' Loop Offset for Contraction an Inches) Table R • Maximum Temperature Variation, 'F Between Time ofSolvent Welding and Final Use Loop Length 10' 20' 30' 40' 50' 60' 70' 80' 90' 100' 20 Feet 3" 4" 5" 5" 6" 6" 7" 7" 8" 8" 50 Feet 7" 9" 11" 13" 14" 16" 17" 18" 19" 20" 100 Feet 16" 18" 22" 26" 29" 32" 35" 37" 40" 42" Back -Filling Ideally, back -filling should only be completed early in the morning during hot weather when the line is fully contracted and there is no chance of insufficiently dried joints being subject to contraction stresses. The pipe should be uniformly and continuously supported over its entire length with firm, stable material. Blocking should not be used to change pipe grade or to intermittently support pipe across excavated sections. Pipe is installed in a wide range of sub soils. These soils should not only be stable, but applied in such a manner so as to physically shield the pipe from damage. Attention should be given to local pipe lay- ing experience which may indicate particular bedding problems. Back -filled material free of rocks with a size of'/" or less should be used to surround the pipe with 6" - 8" of cover. The back -filled material should be placed in layers. Each soil layer should be sufficiently compacted uniformly to develop laterally passive soil forces during the back - fill operation. It may be advisable to have the pipe under water pressure, 15 - 25 psi during the back -filling. Vibratory methods are preferred when compacting sand or gravel. Best results are obtained when the soils are in a nearly saturated con- dition. Where water flooding is used, the initial back -fill should be sufficient to ensure complete coverage ofthe pipe. Additional material should not be added until the water flooded back -fill is firm enough to walk on. Care should be taken to avoid floating the pipe. Sand and gravel containing a significant portion of fine-grained material such as silt and clay should be compacted by hand or prefer- ably by a mechanical tamper. The remainder of the back -fill should be placed and spread in uniform layers in such a manner to fill the trench completely so that there will be no unfilled spaces under or about rocks or lumps of earth in the back -fill. Large or sharp rocks, frozen clods and other debris greater than 3" in diameter should be removed. Rolling equipment or heavy tampers should only be used to consolidate the final back -fill. Maintenance Maintenance of Central Sprinkler BlazeMaster CPVC pipe and fittings for underground water service shall be in accordance with the Standard for Inspection, Testing and Maintenance of Water Based Extinguishing Systems as defined by NFPA 25. System Riser Installation Requirements Blazemaster CPVC Pipe and Fittings for System Risers Central Sprinkler Blazemaster CPVC pipe and fittings in size ranges 3/4" - 3" may be installed as system risers in UL and C-UL Listed ap- plications in accordance with NFPA 13D and NFPA 13R. The riser piping shall be protected by a minimum of one layer of 3/8" gypsum wall- board or 1/2" plywood soffits. System risers employing BlazeMaster CPVC pipe and fittings shall not be installed exposed. System Riser Installation -Requirements Central BlazeMaster CPVC pipe and fittings shall be installed in accordance with NFPA 13, Support of Risers, and in conjunction with these instructions. Risers shall be supported by pipe clamps or by hangers located on the horizontal connection close to the riser. Only Listed hangers and clamps shall be used. Vertical lines must be supported at intervals to avoid placing excessive load on any fitting at the lower end of the riser. Vertical piping shall be maintained in straight alignment with support at each floor level or at 10 foot intervals, whichever is less. Support can be achieved by Modified using riser clamps or double bolt pipe clamps listed for this service. Do not use riser clamps which BlazeMast Coupling Fsqueezethepipeanddependoncompressionofthepipetosupporttheweight. Hangers and straps to Pipe shall not compress, distort, cut, or abrade the piping and shall allow for free movement of the pipe to compensate for thermal expansion and contraction of the CPVC pipe and fittings. \ Cut Perpendicular to Seal 3 kxt aaa'tt Cut Above Seal r t" Top View Side View i Fig. SField Modification forRiser Collar for Vertical Use Snugg bt not TigF Fig. T Coupling Modification for Riser May 1996 UL & C-UL File #Ex4470 System Riser Installation Recommendation Central Sprinkler BlazeMaster CPVC pipe and fittings when installed in a system riser shall be supported by pipe clamps or hangers listed for this service. If possible, the clamps should be locatedjust below a coupling so that the shoulder of the coupling rests against the riser clamp. If necessary. a coupling can be modified and adhered to the pipe using solvent cement and used as a bearing support such that the shoulder of the fitting rests on the clamp. See figures S and T. Handling & Storage Handling Central BlazeMaster CPVC pipe and fittings are boxed for ease of handling and storage, minimizing the potential damage of pipe and fit- tings due to transit and storage. CPVC piping products have a lower impact strength as compared to metal piping products. Pipe fittings, cartoned or loose, should never be tossed or thrown to the ground. Pipe should never be dropped or dragged on the ground (ie: when unloaded from a truck) and should remain boxed until ready for use. Impact cracks, splits or scratches can weaken or damage the pipe and fittings. Heavy or sharp objects should not be thrown into or against CPVC pipe or fittings. When handling plastic pipe, please ensure that the pipe is well supported and sagging is minimized. VERY COLD WEATHER WILL MAKE PLASTIC PIPE AND FITTINGS BRITTLE. EXTRA CARE DURING HANDLING SHOULD BE TAKEN TO PREVENT DAMAGE. Pipe and fittings should always be inspected for damage before actual installation. Pipe or fittings with cuts, gouges, scratches, splits or other signs of damage from improper handling or storage should not be used. Damaged sections on lengths of pipe can easily be cut out using proper techniques for cutting BlazeMaster CPVC pipe. Storage Central BlazeMaster pipe (unboxed) must be covered with a non -transparent material when stored out of doors for extended periods of time. Brief exposure to direct sunlight on thejob site may result in color fade, but will not affect physical properties. Central BlazeMaster pipe and fittings can be stored in their original containers to keep them free from dirt and reduce the possibility of damage. When storing inside, Central BlazeMaster pipe and fittings should be kept in a well ventilated area, away from steam -lines or other types of heat sources. Central BlazeMaster pipe and fittings should always be stored in the original packaging to eliminate color fading and possible damage until needed for use. Pipe should be stored on a clean, flat surface that provides an even support for the entire length of the pipe. When palatized pipe is stored, insure that the wooden pallet bracings are in full contact with each other. Loose pipe should be stored in Central packaging from previously used CPVC BlazeMaster pipe. When storing pipe on racks, the racks should have continuous or close support arms to prevent the pipe from sag- ging. Plastic pipe fittings should be stored in their original cartons, on pallets. The cartons should then be wrapped with thin plastic sheeting to prevent moisture from causing the packaging to collapse. Pipe fittings should never be mixed in storage bins with metal fittings. Special care shall be taken to avoid contamination of Central BlazeMaster pipe and fittings with petroleum based products such as cutting or packing oils that may be present on metallic system components. Handling ofCentral BlazeMaster Cements and Primers Safety and Health Precautions: Prior to using CPVC primers and solvent cements, read the directions and take precautions found on the container labels, material safety data sheets and Standard Practice for Safe Handling, ASTM F402. Cements and primers contain volatile sol- vents, which evaporate rapidly. Avoid breathing the vapors and provide ventilation. If necessary, use a fan to keep the work area clear of fumes. Avoid skin or eye contact. Keep the cement can closed when not in use. If the cement thickens beyond its original consistency, discard it. Do not attempt to dilute it with primer or thinner, as this may change the character of the cement and make it ineffective. Caution: CPVC solvent ce- ment has a limited shelf life of approximately one to two years. Do not use the cement beyond the period recommended by the manufacturer as stated on the label or can. Solvent/Cementing Instructions Solvent cementing is the only method ofjoining rigid CPVC pipe and fittings which provides a chemically fused joint. Solvent cementing j procedures must be carefully followed. Field experience has shown that problems can occur with improperly solvent cementedjoints. Follow the instructions presented below carefully. Do not omit any steps and ensure that all facets of installation are fully understood prior to com- mencing work. Please note the specific instructions and cure times for "One -Step" Solvent/Cement systems, CSC-300, CSC-400, and CSC- 500 Solvent/Cements and "Two -Step" Solvent/Cement system CSC-100 Primer and CSC-200 are provided within this manual and must be followed carefully. Central Sprinkler offers a demonstration program for installers which is outlined in the appendix of this guide. Joining Central BlazeMaster Pipe Systems Cutting: BlazeMaster pipe can be easily cut with a ratchet cutter, wheel -type plastic tubing cutter or a power or other fine toothed saw. To ensure the pipe is cut square, a miter box should be used when us- ing a saw. Cutting the pipe as squarely as possible provides the surface of the pipe with maximum bond- ing area. Caution should be taken when cutting CPVC pipe in cold weather as a ratchet cutter shall not be used below 50'F (10°C) without warming the pipe. Deburring: Burrs and filings can prevent proper contact between the pipe and fitting during as- sembly, and shall be removed from the outside and the inside of the pipe. A chamfering tool or file is suitable for this purpose. A slight bevel shall be placed at the end of the pipe as shown below. This will ease entry of the pipe into the socket and minimize the chance of wiping solvent cement from the fit- ting. u May 1996 UL & C-UL File Fitting Preparation: Using a clean dry rag, wipe loose dirt and mois- ture from the fitting socket and pipe end. Moisture can slow the cure time. and at this stage of assembly, excessive water can reducejoint strength. Check the dry fit of the pipe and fitting. The pipe should enter the fitting socket easily V,, to Y, of the way. If the pipe bottoms in the fitting with little in- terference, use extra solvent cement in making thejoint. Before applying primer and/or cement, appropriate safety precautions should be taken. Primer and cement must be stored between 40'F (4.4°C) and 100'F (38°C) and should be kept in the shade. Eliminate all ignition sources and do not smoke when using. Avoid breathing vapors. Use only with adequate ven- tilation; explosion -proof general mechanical ventilation or local exhaust is recommended to maintain vapor concentrations below recommended exposure limits. In confined or partially enclosed areas, a iVIOSHap- proved organic vapor cartridge respirator with full face piece is recommend primer and solvent cement should be kept tightly closed when not in use, at as possible when in use. Avoid frequent contact with skin; wearing PV,A coated protection gloves and an impervious apron are recommended. Avoid any contact with eyes, splash proof chemical goggles are recommended. For further information refer to Material Safety Data Sheets for Central BlazeMaster "Two Step" CSC-100 Primer, CSC-200 Solvent/Cement, CSC-300, CSC-400, and CSC-500 "One -Step" Solvent/Cements. Estimating Primer and Cement Requirements: The following guidelines are provided to allow estimation of Central BlazeMaster Primer and Cement quantities needed. Primer and Cement Requirements Fitting Size (in.) One Step Solvent Cements No. of Joints per Quart Two Step Solvent Cement No. of Joints per Quart Two Step Primer No. of Joints per Quart Y. 260 270, 810 1 170 180 540 1V 125 130 390 1 , 95 100 300 2 65 70 210 2112 ` 40 50 150 3` 30 40 120 Only CSC-400 and CSC-500 Solvent Cements are UL Listed for use with 2 1/2" and 3" pipe and fitting sizes. CSC-300 Solvent Cement shall not be used with 2 1/2" and 3" pipe and fittings. Note: Use of solvent cement products other than those recommended by the Central Sprinkler Company will void its warranty on BlazeMaster pipe and fittings. Two -Step" CSC-100 Primer Application: Central BlazeMaster CSC-100 primer is needed to prepare the bonding area for the addition of the CSC-200 cement and subsequent assembly. It is important to use a proper applicator - a dauber or paint brush approximately % the size of the pipe diameter is appropriate. A rag must not be used. Apply Central BlazeMaster CSC-100 primer to the outside of the pipe end and the inside of the fitting socket. re -dipping applicator as necessary to ensure entire surface is tacky. Over application of CSC-100 primer can over -soften the pipe wall or fitting socket and can causejoint failure when pressurized. Please use extreme caution to ensure over -application of CSC-100 primer is avoided. Two -Step" CSC-200 Solvent/Cement Application: Central BlazeMaster CSC-200 solvent/ce- ment must be applied when the pipe surface is still tacky (not wet) from the primer. Joining surfaces should be penetrated and softened. Central BlazeMaster cement should be applied with a natural bristle brush/2 the size of the pipe diameter. A dauber may be used to apply cement on pipe sizes below 2 inches. For pipe sizes 2 inches and above, a roller is available to apply the cement. Apply a heavy, even coat of CSC-200 cement to the outside pipe end. Apply a medium coat to the fitting socket. If there was little interference when the dry fit was checked, a second application of cement should be made to the pipe end. One -Step" CSC-300, CSC-400, and CSC- 500 Solvent/Cement Application: Joining surfaces shall be penetrated and softened with Central BlazeMaster CSC-300. CSC-400 or CSC-500 solvent/ cements. Cement must be applied to the pipe and fittings. Cement shall be applied (worked into pipe) with an applicator'/ the size of the pipe diameter. Apply a heavy, even coat of cement to the outside pipe end. Apply a medium coat to the fitting socket. Pipe sizes 1-1/4 inches and above shall always receive asecond cernent application on the pipe end. (Apply cement on the pipe end, in the fitting socket. and on the pipe again.) It is important to insure sufficient penetration of the solvent/ce- ment into the pipe and fitting surface(s) by wiping the cement with the dauber until the pipe mark- ings have been removed from the pipe surface. Usually 3-5 rotations around the pipe with the dauber are sufficient to achieve proper softening. Assembly: Immediately insert the pipe into the fitting socket, while rotating the pipe'/i turn. Prop- erly align the fitting for the installation at this time. The pipe end must reach socket bottom. Hold as- May 1996 UL & C-UL File #Ex4470 sembly for 10 to 15 seconds to ensure initial bonding. A bead of cement should form around the outside of the pipe and the shoulder of the fitting. If this bead is not continuous around the socket shoulder, it may indicate that insufficient cement was applied. If insufficient cement is applied, cut out thejoint. discard the fitting and begin once again. Cement in excess of the continuous bead should be wiped off with a rag. Set and Cure Times: Central BlazeMaster solvent cement cure times are a function of pipe size, temperature, relative humidity, and tightness of fit. Drying time is faster for drier environments, smaller pipe sizes, high temperatures and tighter fits. The assembly must be al- lowed to set, without any stress on thejoint, for 1 to 5 minutes. Larger sizes require longer set times. Following initial set period, the assem- bly can be handled carefully avoiding significant stresses to thejoint. Refer to the following tables for minimum cure times prior to pressure testing. CSC 100 & CSC 200 "Two Step "Solvent Cement Table U • 225 psi (maximum test pressure) Pipe Size 0°F-120°F 3/4"-3" 48 hours See Note 4 for use of this product. CSC 400 and CSC-500 "One Step"Solvent Cement Pipe Table Y • 100 psi (maximum) Test Pressure Ambient Temperature During Cure Period Size 60°F-120°F 401-591 01-391 Y/" 15 minutes 15 minutes 30 minutes 1" 15 minutes 30 minutes 30 minutes CSC 300 "One Step" Solvent Cement See Note 3 for use of this product. Pipe Table V • 100 psi (maximum) Test Pressure Ambient Temperature During Cure Period Size 601-120°F 401-591 32°F-39°F 01-311 W 15 minutes 15 minutes 15 minutes 30 minutes 1" 15 minutes 30 minutes 30 minutes 30 minutes See Note 3 for use of this product. CSC 300 "One Step" Solvent Cement Pipe Table W " 200psi (maximum) Test Pressure Ambient Temperature During Cure Period Size 601-120°F WF-591 321-391 01-311 yV 15 minutes 30 minutes 1 hour 2 hours 1" 30 minutes 11h hours 3 hours 24 hours 11/: 45 minutes 8 hours 16 hours 72 hours 11h' 1 hour 16 hours- 24 hours 120 hours 2" 1112 hours 24 hours 48 hours See Note 1 See Note 3 for use of this product. CSC 300 "One Step" Solvent Cement Pipe Table X • ZZSpsi (maximum) Test Pressure Ambient Temperature During Cure Period Size 601-1201 401-59°F 32°F-39°F 01-311 V 1 hour 3 hours 7 hours 24 hours 1" 1 hour 4 hours 16 hours 48 hours 11/4" 2 hours 16 hours 24 hours 120 hours 11h" 3 hours 24 hours 72 hours 10 days 2' 3 hours 48 hours 96 hours See Note 1 See Note 3 for use of this product. CSC 400 and CSC-500 "One Step"Solvent Cement Pipe Table Z • 200 psi (maximum) Test Pressure Ambient Temperature During Cure Period Size 60°F-120°F 401-591 01-391 A" 45 minutes 11h hours 24 hours V 45 minutes 11h hours 24 hours 1 /" 11h hours 16 hours 120 hours 11h" 11h hours 16 hours 120 hours 2" 6 hours 36 hours See Note 2 21h" 8 hours 72 hours See Note 2 3" 8 hours 72 hours See Note 2 See Note 3 for use of this product. CSC 400 and CSC-500 "One Step"Solvent Cement Pipe Table ZI •225 psi (maximum) Test Pressure Ambient Temperature During Cure Period Size 60°F-120°F 401-591 01-391 A" 1 hour 4 hours 48 hours 1' 11/2" hour 4 hours 48 hours 11/1" 3 hours 32 hours 10 days 11h" 3 hours 32 hours 10 days 2" 8hours 48 hours See Note 2 21/:' 24 hours 96 hours See Note 2 3' 24 hours 96 hours See Note 2 See Note 3 for use of this product. Note 1: For this size pipe and fitting, the solvent cement can be applied at temperatures below 32°F, however, the sprinkler system tem- perature must be raised to a temperature of 32°F or above and allowed to cure per the above recommendations prior to pressure testing. Note 2: For this size pipe and fitting, the solvent cement can be applied at temperatures below 40°F, however the sprinkler system tempera- ture must be raised to a temperature of 40°F or above and allowed to cure per the above recommendations prior to pressure testing. Note 3: Do not mix CSC-300, CSC-400, and CSC-500 One Step Solvent Cements with one another as each is a different formulation and has not been investigated. The "One Step" Solvent Cement C-UL Listing applies to CSC-300 Solvent Cement only and the "One Step" UL List- ing applies to CSC-400 and CSC-500 Solvent Cements only. Note 4: LPCB Approval does not recognize nor accept the use of the UL and C-UL Listed CSC-100 and CSC-200 "Two Step" solvent/cement process as only "One Step" CSC-300, CSC-400 and CSC-500 solvent/cement products have been tested and approved for use. Special Notes: The cure time can be accelerated by use of external heating methods to warm the surface of the pipe and fittings to tem- peratures of 40°F or higher. Caution should be taken in heating surfaces of pipe and fittings due to the flammable nature of solvent/ce- ments. It is required to use CSC-100 primer and CSC-200 Solvent/Cement or CSC-400 or CSC-500 Solvent/Cements with 2 1/2" and 3" pipe and fit- ting sizes. Special care shall be exercised when assembling BlazeMaster systems in temperatures below 60°F (16°C) or temperatures above 100°F (38°C). Extra set and cure time should be allowed in colder temperatures. In extremely hot temperatures, make sure both surfaces to bejoined are still wet with cement when putting them together. I May 1996 UL & C-UL File #Ex4470 Testing the System: Once an installation is completed and cured per the recommendations, the system shall be pressure tested at 200 psi for 2 hours, or at 50 psi in excess of the rated pressure, when the maximum water pressure to be maintained in the system is in excess of 150 psi, in accor- dance with the requirements established by NFPA Standard 13, 13R, 13D or 24 as applicable. (Note: 175 psi is the maximum rated pressure.) Sprin- kler systems in one and two family dwellings and mobile homes may be tested at line pressure in accordance with the requirements established by NFPA 13D, Section 1-5.4. When pressure testing, the sprinkler system shall be filled with water and the air bled from the highest and farthest sprinkler heads before test pressure is applied. Air or compressed gas should never be used for pressure testing. If a leak is found. the fitting shall be cut out and dis- carded. A new section can be installed using couplings. Warning: Sprinkler heads shall be installed only after all the CPVC pipe and fittings, including the sprinkler head adapters, are solvent welded to the piping and allowed to cure for a minimum of 30 minutes. Sprinkler head fittings should be visually inspected and probed with a wooden dowel to insure that the water way and threads are clear of any excess cement. Once the installation is complete and cured per Tables U. V. W, X, Y, Z or Z1, the system shall be hydrostatically tested. It is an unacceptable practice to install sprinklers on the head adapter fittings and then solvent cement to the drop. Gelled cement must be discarded. Transition to Other Materials Female brass insert thread adapters, grooved pipe adapters or flanges shall be used when connecting a Central BlazeMaster system to other piping materials. Special brass threaded adapters are used for connection to sprinkler heads. A thread sealant should be used when making a threaded connection. TFE (Teflon) thread tape is the only recommended sealant and must be used with all threaded connections. The use of other thread sealants may result in damage to the BlazeMaster CPVC. Teflon tape should be wrapped in the direction of the threads for the entire length of the thread. Generally, 2 to 3 wraps is sufficient. Care must be taken to avoid over -torquing - usually 1 to 2 turns beyond finger tight is all that is required to make up a threaded connec- tion. Central Sprinkler recommends between 14 and 28 foot pounds of torque to achieve a leak free seal. Note: Torquing on the body of the sprinkler head adapter or female adapter without holding back on the brass threaded connector may damage the fitting and will void the published CSC warranty. When transitioning from steel piping systems to BlazeMaster CPVC piping via grooved coupling adapters, fe- male adapters, or flanges, caution must be taken to ensure that all hydrocarbons and/or cutting oils are removed from the system piping as petroleum based substances will stress fail BlazeMaster CPVC-causing leakage or breakage. The instructions for transitioning to other ma- terials are specifically for Central sprinkler produced BlazeMaster CPVC fittings. Should other Listed BlazeMaster CPVC fittings be used in con- junction with Central Sprinkler BlazeMaster CPVC-products, please consult the fitting manufacturer's installation and design manuals. Sprinkler heads shall be installed only after all the BlazeMaster pipe fittings, including the sprinkler head adapters, are solvent welded to the piping and have been allowed to cure as recommended in Table U, V, W, X, Y, Z and Z1. Plastic threaded plugs are available for use in pressure testing. The sprinkler head fittings shall be visually inspected or probed with a wooden dowel, to insure the waterway and thread area are free of any excess cement that may restrict the flow of water before installing the sprinkler head. Flanged Connections Piping runsjoined by flanges shall be installed in a straight line position to avoid over stressing the flange due to misalignment. Piping must also be secured to prevent lateral movement which can create stress and damage the flange. A. With gasket in place, align the bolt holes of the mating flanges by rotating the ring into position. (Consideration should be given to alignment ofOne -Piece Flange prior tojoining with pipe.) B. Insert all bolts, washers (two standard flat washers per bolt), and nuts. C. Make sure the faces of the mating surfaces are flush against gasket prior to bolting down the flanges. D. Tighten the nuts by hand until they are snug. Establish uniform pressure over the flange face by tightening the bolts in 5 ft-lb incre- ments according to the sequence shown in Fig. Z3 following a 180' opposing sequence. E. Care must be taken to avoid "bending" the flange whenjoining a flange to "raised face" flange, or a wafer style valve. Do not use bolts to bring together improperly mated flanges. Caution: Unnecessary over -torquing will damage the flange. Table Z2 • Recommended Bolt Torque Flange Bolt Torque Size (in.) Diameter (in.) (R. lb) Y. -11h h 10 - 15 2-3 A 20-30 Fig. Z3 Torque given is for dry, non lubricated bolt, standard washers, neoprene'/s" thick full face gasket. Iflubricant (non -petroleum based) is used, torque levels may vary. Bolts, nuts, washers and gaskets are not furnished. Actual field conditions may require a variation in these recommendations. E May 1996 UL & C-UL File #Ex4470 Grooved Coupling Adapters The following procedures are recommended for proper assembly of the Grooved Coupling Adapter. READ THESE INSTRUCTIONS CARE- FULLY BEFORE BEGINNING INSTALLATION. I. Inspect the fittings and pipe to insure that they are sufficiently free from indentations, projections or roll -marks on the gasket seating areas of the fitting and pipe. The pipe should be squarely cut with any loose scale, paint and/or dirt must be removed from the groove and seating surfaces. Use a standard grade E', EPDM compound that is suitable for wet fire sprinkler service. A flexible coupling shall be used with grooved coupling adapters such as the Central Sprink 705 coupling. Caution: Use of rigid style couplings may damage the grooved cou- pling adapter. Consult the coupling manufacturer for proper selection. j 'See manufacturer for temperature ratings. 2. Make sure the gasket is clean and free of any cracks, cuts or other defects which may cause leaks. Lubricate the gasket with a veg- etable soap -based gasket lubricant such as IPS Weld On Gasket/Joint Lubricant #787 which is supplied by all Central distribution loca- tions. Caution: Use ofpetroleum based lubricants will damage the gasket and adapter resulting in stress failure of the CPVC adapter. A gasket/joint lubricant is recommended to prevent pinching the gasket and to assist in seating the gasket during the alignment pro- cess. Apply the appropriate lubricant to the gasket lips and exterior surface of the gasket. 3. Place the gasket over the metal pipe ends. being sure gasket lip does not overhang the pipe end. Insert the CPVC grooved coupling adapter into the gasket. Make sure that the gasket is centered between the two grooves. No portion of the gasket should extend into the grooves. Caution: Make sure the gasket is not pinched between the pipe and fitting. 4. Place the metal housing over the gasket. making sure the metal housing key is into the grooves on the metal pipe and the CPVC coupling adapter. Insert the bolts and hand tighten. Tighten the bolts alternately and equally until the bolt pads are touching metal -to -metal.. In completing a properjoint. the gasket is also slightly compressed adding to the strength of the seal from the gasket's durometer. 5. Inspect thejoints before and after pressure testing. Look for gaps between the bolt pads and for housing keys that are not inside the grooves. Penetrating Fire Rated Walls & Partitions with Central BlazeMaster Piping Consult the Authority Having Jurisdiction and building codes prior to penetrating fire rated walls and partitions. Several through -penetra- tion firestop systems are UL Classified for use with CPVC pipe. Central Sprinkler recommends STI Spec Seal Fire Stopping and [PC Fire Stopping products for use with its BlazeMaster pipe as these caulking products contain water based intumescents which will not harm the CPVC compound as verified by BFGoodrich. STI's technical services can be contacted at 1-800-992-1180 and IPC's technical services can be contacted at 1-800-334- i 8796 for further information or product literature. For further information on Firestop systems, contact BFGoodrich or the Central Sprinkler Com- pany. Other Design Criteria Central BlazeMaster piping systems shall be designed and installed so that the piping is not closely located to heat producing sources, such as light fixtures, ballasts and steam lines. Pipe must not be positioned directly over open ventilation grills. Finally, during periods of remodeling and renovations, appropriate steps must be taken to protect the piping from fire exposure if the ceiling is temporarily removed. Since BlazeMaster plastic is flexible compared to metallic sprinkler pipe, it has greater capacity to withstand earthquake damage. In areas sub- ject to earthquakes. Central BlazeMaster systems should be designed and braced in accordance with local codes and NFPA Standard 13. For infor- mation regarding Bending Deflections and Snaking Deflections for given lengths of CPVC SDR 13.5 pipe, refer to Tables J & K on Page 6. Freeze Protection Central BlazeMaster pipe and other Listed fittings can be protected using Glycerin antifreeze solutions only as outlined by NFPA 13 in areas that are subject to freezing. CONSULT THE LOCAL AUTHORITY HAVING JURISDICTION BEFORE USING ANY ANTIFREEZE SOLUTIONS IN FIRE SPRINKLER APPLICATIONS. Note: An antifreeze solution shall be prepared with a freezing point below the expected minimum temperature for the locality. The anti- freeze solution should be checked each year prior to the start of freezing weather. The use of glycol based antifreeze solutions is specifically prohibited. Caution should also be taken when mixing or using glycerine antifreeze as contaminated glycerine can stress fail CPVC-products. Do not hydro test glycerine antifreeze systems with water only prior to introducing glycerine antifreeze as the potential for freezing in the drops is increased as the glycerine solution will not mix fully with stagnated water in sprinkler drops and system low points. Central BlazeMaster Systems and Penetration of Metal Studs Please use extreme care when passing Central Sprinkler BlazeMaster pipe and fittings through metal studs as the sharp cut edges of these studs can scar or puncture thermoplastic pipe. Central Sprinkler recommends the use of rubber or plastic grommets such as those commonly used in the plumbing industry for protection of the pipe when passing through such spaces. Please consult your local Authority Having Jurisdic- tion for additional information regarding the protection of thermoplastic pipe when passed through metal studs. Solvent Cement and Primer Spills The best protection from accidental spills of cement or primer is to protect the work area with drop cloths. If cement or primer comes in con- tact with fiberglass tub/shower enclosures, carpet or furniture, the excess cement or primer must be wiped up immediately before it sets. Once the cement or primer is dry, it is almost impossible to remove. especially the purple stain in the CPVC primer. Immediate use of soap and water or a mild cleaner such as "Ajax" or "Comet" will remove the stain of the primer from a fiberglass tub/ shower surface. Whatever method is used, test it on a small hidden area first to see if it removes the shine or color or softens the surface. If this happens, do not use. The use of solvents such as alcohol, M.E.K., or acetone will usually work on tile sinks or floors but can do more damage than good on some synthetic materials. Caution should be used when trying any solvent to remove cement or primer from any surface. Always protect the work area before you start, both under and around where cement or primer spills can cause irreparable damage. 0 May 1996 UL & C-UL File #Ex4470 Joining Central BlazeMaster CPVC in Cold Weather Central Sprinkler Blazemaster CSC-200, CSC-300 and CSC-400, or CSC-500 solvent cements are approved for cold weather usage down to 0°F (-17.7°C). The bonding of pipe and fittings is a function of temperature and time, so therefore very cold weather requires proper care and extra time be taken injoining pipe and fittings. Very cold weather will make Central BlazeMaster pipe and fittings brittle, extra care should be taken to prevent damage during handling. Caution: Ratchet type cutters should never be used on pipe below 50°F (10°C) without warming the pipe first. Ratchet cutters tend to leave hair line cracks on the end of the pipe in cold weather. Additionally, dull pipe cutters should be checked as they may break the pipe prior to cutting through completely. Follow the installation instructions when working in cold weather taking special note that solvents penetrate and soften the surfaces more slowly than in warm weather. (Assembly temperatures below 0°F/-17.7°C are not in accordance with the UL and C-UL Listings.) Colder tem- peratures require greater cure time due to the slower evaporation of primet in solvent cements. Cure charts are found in Tables U. V, W, X, Y, Z. and Z1. The following hints should be followed when cementing during cold weather. 1. Carefully read and follow all directions before installation. 2. Prefabricate as much of the system as possible in a heated working area. 3. Store cements and primers in a warmer area when not in use and make sure they remain fluid. Do not allow the cement to freeze or be- come "jelly -like". Gelled cement shall be discarded. 4. Take special care to remove moisture, including ice and snow. 5. Always use Central CSC-100 primer to soften thejoining surfaces before applying Central CSC-200 cement. 6. Allow a longer cure period before the system is used. Joining Central BlazeMaster CPVC in Hot Weather CPVC solvent cements contain volatile solvents. Higher temperatures and/or wind accelerate evaporation. Pipe stored in direct sunlight may have surface temperatures of 20'F to 30'17 above air temperatures. Solvents attack these hot surfaces deeper, therefore it is very important to avoid puddling the primer or cement inside the fitting socket. Always ensure that the excess cement and primer are wiped from the outside of thejoint. Follow the standard installation instructions, take special note of the tips and cautions below. 1. Please refer to Table C on page 4 for the appropriate temperature related expansion and contraction information. 2. Store solvent cements and primers in a cool or shaded area prior to use. 3. If possible, store pipe and fittings, or at least the ends to be solvent welded, in a shady area before cementing. 4. Make sure that both surfaces to bejoined are still wet with cement when putting them together. With larger size pipe more people may be required to complete application successfully. 5. Carefully read and follow all directions before installation. Helpful Tips Page No. Do not thread, groove, or drill into BlazeMaster pipe. Always use tools specifically designed for plastic pipe and fittings. Refer to Tables for Thermal Expansion when large temperature changes are encountered ............................................ 4 Always chamfer and deburr CPVC pipe prior to installation........................................................................ I 1 Do not use ratchet type cutters in temperatures below 50'F (10°C) without warming pipe . ........................................... I 1 Air shipment of cement and primer is strictly prohibited by law................................................................... 12 When bottoming ajoint, rotate'/, turn ifpossible. If a particular alignment is required, dry mark your pipe and/or use the hash marks on the fittings.............................................................................................. 12 When solvent cementing, avoid sources of heat or open flame.................................................................... 12 PVA-coated protection gloves are recommended for use while solvent cementing. If hands come in contact with solvent cement, use a waterless abrasive soap.................................................................................. 12 DO NOT SMOKE. Always hold the pipe end and fitting socket downward when applying primer and cement to prevent the solvents from running into the pipe or fitting socket....................................................................................... 13 Do not bend, twist or pressure test a BlazeMaster system until waiting for the recommended cure time . ............................... 13 Do not get solvent cement and primer in sprinkler heads and threads.............................................................. 14 Acetone, alcohol. or MEK (Methyl Ethyl Ketone) may be used to clean accidental spills of primer and cement from certain surfaces....... 15 Glycerin is the only recommended antifreeze mixture for CPVC. Glycerin in proportions per NFPA 13 and or 13-D are to be used. UseC.P. or V.S.P. grades.........................................................................................................15 Material Safety Data for Primer Solvent Cements Please review the Material Safety Data Sheets contained within this guide. As with all toxic products, extra precaution should be taken during use and all directions followed. Training/Demonstration Central Sprinkler Company strongly recommends that installers receive hands on demonstration in the proper procedure(s) for installation of BlazeMaster sprinkler systems. On -site demonstration in proper pipe preparation, solvent cementing, proper handling of CPVC and installation in- struction is available from CSC at no charge. Upon completion of the BlazeMaster demonstration program, Central Sprinkler will issue a completion card to the persons successfully finishing the required subject matter. This demonstration card is to be carried when working on BlazeMaster CPVC systems. For information about on -site demonstration, please contact your local Central Sprinkler Distribution Center or your sales representative. May 1996 UL & C-UL File #Ex4470 Date Revised: JUN 1993CSC-300 Solvent/Cement MATERIAL SAFETY DATA SHEET Supersedes: Information on this form is furnished solely for the purpose of compliance with the Occupational Safety and Health Act and shall not be used for any other purpose. Central Sprinkler Company urges the customer receiving this Material Safety Data Sheet to study it carefully to become aware of the hazards, if any, of the products involved. In the interest of safety, you should notify your employees, agents, and contractors of the information on this sheet. SECTION 1 MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES: Central Sprinkler Company CHEMTREC: (800) 424-9300 Medical Emergencies: (213) 222-3212ADDRESS 451 N. Cannon Avenue; Lansdale, PA 19446 LA. Poision Center 24 Hr. No.) Business: (215) 362-0700 CHEMICAL NAME AND FAMILY TRADE NAME CSC-300 BLAZEMASTER Mixture of CPVC Resin and Organic Solvents RED CEMENT for CPVC PLASTIC PIPE FORMULA Proprietary SECTION II - HAZARDOUS INGREDIENTS None of the ingredients below are listed as CAS # ACGIH-TLV ACGIH-STEL OSHA-PEL OSHA-STEL carcinogens by IARC, NTP or OSHA Chlorinated Polyvinyl Chloride Resin NON/HAZ N/A N/A Tetrahydrofutan (THF) 109-99-9 200 PPM 250 PPM 200 PPM 250 PPM Methyl Ethyl Ketone (MEK) 78-93-3 200 PPM 300 PPM 200 PPM 300 PPM Cyclohexanone 108-94-1 25 PPM Skin 25 PPM Skin SHIPPING INFORMATION SPECIAL HAZARD DESIGNATIONS DOT Hazard Class: Flammable Liquid HMIS NFPA HAZARD RATING DOT Shipping Name: Adhesive HEALTH: 2 2 0 - MINIMIAL Identification Number: UN 1133 FLAMMABILITY: 3 3 1 - SLIGHT REACTIVITY: 0 1 2 - MODERATE PROTECTIVE 3 - SERIOUS EQUIPMENT: H 4-SEVERE SECTION III - PHYSICAL DATA APPEARANCE ODOR BOILING POINT (°F/°C) Red, medium syrupy liquid Ethereal 151 T based on first boiling component: THE SPECIFIC GRAVITY @ 73 +/-2-F VAPOR PRESSURE (mm Hg.) PERCENT VOLATILE BY VOLUME (%) Typical 0.968 +/-0.040 143 mm Hg. Based on first boiling Approx: 80 - 90% component, THE @ 20°C VAPOR DENSITY (Air = 1) EVAPORATION RATE (BUAC = 1) SOLUBILITY IN WATER 2.49 1.0 Solvent portion completely soluble in water Resin portion seperates out. VOC STATEMENT: VOC as manufactured: 760 Grams/Liter. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT FLAMMABLE LIMITS LEL UEL 6°F T.C.C. Based on THE (Percent by Volume) 2.0 11.8 FIRE EXTINGUISHING MEDIA Ansul "Purple K" potassium bicarbonate dry chemical, carbon dioxide, National Aer-O-Foam universal alcohol resistant foam, water spray. SPECIAL FIRE FIGHTING PROCEDURES Evacuate enclosed areas, stay upwind. Close or confined quarters require self-contained breathing apparatus, positive pressure hose masks or airline masks. Use water spray to cool containers, to flush spills from source of ignition and to disperse vapors. UNUSUAL FIRE AND EXPLOSION HAZARDS Fire hazard because of low flash point and high volatility. Vapors are heavier than air and may travel to source of ignition. 47 May 1996 UL & C-UL File #Ex4470 SECTION V - HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: x Inhalation x Skin Contact Eye Contact Ingestion EFFECT OF OVEREXPOSURE ACUTE: Inhalation: Severe overexposure may result in nausea, dizziness, headache. Can cause drowsiness, irritation of eyes and nasal passages. Skin Contact Skin irritant. Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact. Skin Absorption: Prolonged or widespread exposure may result in the absorption of harmful amounts of material. Eye Contact: Overexposure may result in severe eye injury with corneal or conjunctive inflammation on contact with the liquid. Vapors slightly uncomfortable. Ingestion: Moderately toxic. May cause nausea, vomiting, diarrhea. May cause mental sluggishness. CHRONIC: Symptoms of respiratory tract irritation and damage to respiratory epithellum were reported in rats exposed to 5000 ppm for 90 days. Elevation of SGPT suggests a disturbance in liver function. The NOEL was reported to be 200 ppm. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Individuals with pre-existing diseases of the eyes, skin or respiratory system may have increased susceptibility to the toxicity of excessive exposures. EMERGENCY AND FIRST AID PROCEDURES Inhalation: Ifovercome by vapors, remove to fresh air and ifbreathing stopped, give artificial respiration - preferably mouth-to-mouth. If breathing is difficult, give oxygen. Call physician. Eve Contact: Flush eyes with plenty of water for 15 minutes and call a physician. Skin Contact Remove contaminated clothing and shoes. Wash skin with plenty of soap and water for at least 15 minutes. If irritation develops, get medical attention. Ingestion: Give 1 or 2 glasses of water or milk. Do not induce vomiting. Call physician or poison control center immediately. SECTION VI - REACTIVITY STABILITY I UNSTABLE CONDITIONS TO AVOID Keep away from heat, sparks, open flame and other sources of ignition. STABLE x INCOMPATIBILITY MATERIALS TO AVOID) Caustics, ammonia, inorganic acids, chlorinated compounds, strong oxidizers and isocynates. HAZARDOUS DECOMPOSITION PRODUCTS When forced to bum, this product gives out carbon monoxide, carbon dioxide, hydrogen chloride and smoke. HAZARDOUS I MAY OCCUR I CONDITIONS TO AVOID I WILL NOT OCCURI xPOLYMERIZATION Keep away from heat, sparks, open flame and other sources of ignition SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Eliminate all ignition sources. Avoid breathing of vapors. Keep liquid out of eyes. Flush with large amount of water. Contain liquid with sand or earth. Absorb with sand or nonflammable absorbent material and transfer into steel drums for recovery or disposal. Prevent liquid from entering drains. WASTE DISPOSAL METHOD Follow local, State and Federal regulations. Consult disposal expert. Can be disposed of by incineration. Excessive quantities should not be permitted to enter drains. Empty containers should be air dried before disposing. Hazardous Waste Code: 214. SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (Specify type) Atmospheric levels should be maintained below established exposure limits contained in Section 11. If airborne concentrations exceed those limits, use of a NIOSH-approved organic vapor cartridge respirator with full face -piece is recommended. The effectiveness of an air purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions where short term exposure guidelines may be exceeded, use an approved positive pressure self-contained breathing apparatus. VENTILATION Use only with adequate ventilation. Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits set forth in Section II. Use only explosion proof ventilation equipment. PROTECTIVE GLOVES EYE PROTECTION PVA Coated Splashproof chemical goggles OTHER PROTECTIVE EQUIPMENT AND HYGIENIC PRACTICES Impervious apron and a source of running water to flush or wash the eyes and skin in case of contact. SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING Store in the shade between 40°F - 110°F. Keep away from heat, sparks, open flame and other sources of ignition. Avoid prolonged breathing of vapor. Use with adequate ventilation. Avoid contact with eyes, skin and clothing. Train employees on all special handling procedures before they work with this product. OTHER PRECAUTIONS Follow all precautionary information given on container label, product bulletins and our solvent cementing literature. All handling equipment should be electrically grounded. May 1996 UL & C-UL File #Ex4470 CSC-100 MATERIAL SAFETY DATA SHEET Date Revised: APR 1992 PRIMER Supersedes: JUN 1990 Information on this form is furnished solely for the purpose of compliance with the Occupational Safety and Health Act and shall not be used for any other purpose. Central Sprinkler Company urges the customer receiving this Material Safety Data Sheet to study it carefully to become aware of the hazards, if any, of the products involved. In the interest of safety, you should notify your employees, agents, and contractors of the information on this sheet. SECTION 1 MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES: Central Sprinkler Company CHENITREC: (800) 424-9300 Medical Emergencies: (213) 222-3212ADDRESS 451 North Cannon Avenue, Lansdale, PA 19446 LA. Poison Center 24 Hr. No.) Business: (213) 321-6515 CHEMICAL NAME AND FAMILY TRADE NAME CSC-100 BLAZEMASTER PURPLE PRIMER Mixture of Organic Solvents for CPVC PLASTIC PIPE & FITTINGS FORMULA Proprietary SECTION II - HAZARDOUS INGREDIENTS None of the ingredients below are listed as CAS # APPROX % ACGIH-TLV ACGIH-STEL OSHA-PEL OSHA-STEL carcinogens by IARC, NTP or OSHA Tetrahydrofutan (THF) 109-99-9 45-55 200 PPM 250 PPM 200 PPM 250 PPM Methyl Ethyl Ketone (MEK) 78-93-3 47* 200 PPM 300 PPM 200 PPM 300 PPM Cyclohexanone 108-94-1 5-15 25 PPM Skin 25 PPM Skin Title III Section 313 Supplier Notification: This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and of40CFR372. This information must be included in all MSDS's that are copied and distributed for this material. SHIPPING INFORMATION SPECIAL HAZARD DESIGNATIONS DOT Hazard Class: Flammable Liquid HMIS NFPA HAZARD RATING DOT Shipping Name: Flammable Liquid, N.O.S. HEALTH: 2 2 0 - MINIMAL Tetrahydrofuran, Methyl Ethyl Ketone) FLAMMABILITY: 3 3 1 - SLIGHT Identification Number: UN 1993 REACTIVITY: 0 1 2 - MODERATE PROTECTIVE 3 - SERIOUS EQUIPMENT: H 4-SEVERE SECTION III - PHYSICAL DATA APPEARANCE ODOR BOILING POINT (-F/`C) Purple or Clear, thin liquid Ethereal 151 °F based on first boiling component: THE SPECIFIC GRAVITY @ 73 +/-2°F VAPOR PRESSURE (mm Hg.) PERCENT VOLATILE BY VOLUME (%) Typical 0.870 +/-0.040 143 mm Hg. Based on first boiling 100% component, THE @ 20°C VAPOR DENSITY (Air = 1) EVAPORATION RATE (BUAC = 1) SOLUBILITY IN WATER 2.49 1.0 Completely soluble in water VOC STATEMENT: This cement contains 850 grams of VOC per liter as manufactured. More than 60 percent of the VOC acts as a reactive diluent and remains in the joint. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT FLAMMABLE LIMITS LEL UEL 6'F T.C.C. Based on THE (Percent by Volume) 2.0 11.8 FIRE EXTINGUISHING MEDIA Ansul "Purple K" potassium bicarbonate dry chemical, carbon dioxide, National Aer-O-Foam universal alcohol resistant foam, water spray. SPECIAL FIRE FIGHTING PROCEDURES Evacuate enclosed areas, stay upwind. Close or confined quarters require self-contained breathing apparatus, positive pressure hose masks or airline masks. Use water spray to cool containers, to flush spills from source of ignition and to disperse vapors. UNUSUAL FIRE AND EXPLOSION HAZARDS Fire hazard because of low flash point and high volatility. Vapors are heavier than air and may travel to source of ignition. May 1996 UL & C-UL File #Ex4470 SECTION V - HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: x Inhalation x Skin Contact Eye Contact Ingestion EFFECT OF OVEREXPOSURE ACUTE: Inhalation: Severe overexposure may result in nausea, dizziness, headache. Can cause drowsiness, irritation of eyes and nasal passages. Skin Contact: Skin irritant. Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact. Skin Absorption: Prolonged or widespread exposure may result in the absorption of harmful amounts of material. Eve Contact: Overexposure may result in severe eye injury with comeal or conjunctive inflammation on contact with the liquid. Vapors slightly uncomfortable. Ingestion: Moderately toxic. May cause nausea, vomiting, diarrhea. May cause mental sluggishness. CHRONIC: Symptoms of respiratory tract irritation and damage to respiratory epithelium were reported in rats exposed.to.5000 ppm for 90 days. Elevation of SGPT suggests a disturbance in liver function. The NOEL was reported to be 200 ppm. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Individuals with pre-existing diseases of the eyes, skin or respiratory system may have increased susceptibility to the toxicity of excessive exposures. EMERGENCY AND FIRST AID PROCEDURES Inhalation: If overcome by vapors, remove to fresh air and if breathing stopped, give artificial respiration. If breathing is difficult, give oxygen. Call physi- cian. Eye Contact: Flush eyes with plenty of water for 15 minutes and call a physician. Skin Contact: Remove contaminated clothing and shoes. Wash skin with plenty of soap and waster for at least 15 minutes. If irritation develops, get medical attention. In esg_tion: Give l or 2 glasses of water or milk. Do not induce vomiting. Call physician or poison control center immediately. SECTION VI - REACTIVITY STABILITY UNSTABLE CONDITIONS TO AVOID Keep away from heat, sparks, open flame and other sources of ignition. STABLE x INCOMPATIBILITY MATERIALS TO AVOID) Caustics, ammonia, inorganic acids, chlorinated compounds, strong oxidizers and isocynates. HAZARDOUS DECOMPOSITION PRODUCTS When forced to bum, this product gives out carbon monoxide, carbon dioxide, hydrogen chloride and smoke. HAZARDOUS I MAY OCCUR I CONDITIONS TO AVOID POLYMERIZATION I WILL NOT OCCURI x Keep away from heat, sparks, open flame and other sources of ignition SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Eliminate all ignition sources. Avoid breathing of vapors. Keep liquid out of eyes. Flush with large amount of water. Contain liquid with sand or earth. Absorb with sand or nonflammable absorbent material and transfer into steel drums for recovery or disposal. Prevent liquid from entering drains. WASTE DISPOSAL METHOD Follow local, State and Federal regulations. Consult disposal expert. Can be disposed ofby incineration. Excessive quantities should not be permitted to enter drains. Empty containers should be air dried before disposing. Hazardous Waste Code: 214. SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (Specify type) Atmospheric levels should be maintained below established exposure limits contained in Section II. If airborne concentrations exceed those limits, use of a NIOSH-approved organic vapor cartridge respirator with full face -piece is recommended. The effectiveness of an air purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions where short term exposure guidelines may be exceeded, use an approved positive pressure self-contained breathing apparatus. VENTILATION Use only with adequate ventilation. Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits set forth in Section 11. Use only explosion proof ventilation equipment. PROTECTIVE GLOVES EYE PROTECTION PVA Coated Splashproof chemical goggles OTHER PROTECTIVE EQUIPMENT AND HYGIENIC PRACTICES Impervious apron and a source of running water to flush or wash the eyes and skin in case of contact. SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING Store in the shade between 40°F - I IO`F. Keep away from heat, sparks, open flame and other sources of ignition. Avoid prolonged breathing of vapor. Use with adequate ventilation. Avoid contact with eyes, skin and clothing. Train employees on all special handling procedures before they work with this product. OTHER PRECAUTIONS Follow all precautionary information given on container label and solvent cementing literature. Follow good industrial safety practices. All handling equipment should be electrically grounded. The information contained herein is based on data considered accurate. However, no warranty is expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. L2] May 1996 UL & C-UL File #Ex4470 CSC-200 Date Revised: APR 1992 MATERIAL SAFETY DATA SHEETSOLVENT/CEMENT Supersedes: 1UN 1990 Information on this form is furnished solely for the purpose of compliance with the Occupational Safety and Health Act and shall not be used for any other purpose. Central Sprinkler Company urges the customer receiving this Material Safety Data Sheet to study it carefully to become aware of the hazards, if any, of the products involved. In the interest of safety, you should notify your employees, agents, and contractors of the information on this sheet. SECTION 1 MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES: Central Sprinkler Company CHEMTREC: (800) 424-9300 Medical Emergencies: (213) 222-3212ADDRESS 451 North Cannon Avenue, Lansdale, PA 19446 LA. Poison Center 24 Hr. No.) Business: (213) 321-6515 CHEMICAL NAME AND FAMILY TRADE NAME CSC-200 BLAZEMASTER ORANGE CEMEN Mixture of CPVC Resin and Organic Solvents for CPVC PLASTIC PIPE & FITTINGS FORMULA Proprietary SECTION II - HAZARDOUS INGREDIENTS None ofthe ingredients below are listed as CAS # APPROX % ACGIH-TLV ACGIH-STEL OSHA-PEL OSHA-STEL carcinogens by [ARC, NTP or OSHA Chlorinated Polyvinyl Chloride Resin NON/HAZ N/A N/A Tetrahydrofutan (THF) 109-99-9 50-70 200 PPM 250 PPM 200 PPM 250 PPM Methyl Ethyl Ketone (MEK) 78-93-3 15* 200 PPM 300 PPM 200 PPM 300 PPM Cyclohexanone 108-94-1 5-15 25 PPM Skin 25 PPM Skin Title III Section 313 Supplier Notification: This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -To -Know Act of 1986 and of40CFR372. This information must be included in all MSDS's that are copied and distributed for this material. SHIPPING INFORMATION SPECIAL HAZARD DESIGNATIONS DOT Hazard Class: Flammable Liquid HMIS NFPA HAZARD RATING DOT Shipping Name: Cement HEALTH: 2 2 0 - MINIMAL Identification Number: NA 1133 FLAMMABILITY: 3 3 1 - SLIGHT REACTIVITY: 0 1 2 - MODERATE PROTECTIVE 3 - SERIOUS EQUIPMENT: H 4-SEVERE SECTION III - PHYSICAL DATA APPEARANCE ODOR BOILING POINT (°F/°C) Tan or gray, medium syrupy liquid Ethereal 151 °F based on first boiling component: THE SPECIFIC GRAVITY @ 73 +/-2°F VAPOR PRESSURE (mm Hg.) PERCENT VOLATILE BY VOLUME (%) Typical 0.968 +/-0.040 143 mm Hg. Based on first boiling Approx: 80 - 90% component, THE @ 20°C VAPOR DENSITY (Air= 1) EVAPORATION RATE (BUAC = 1) SOLUBILITY IN WATER 2.49 1.0 Solvent portion completely soluble in water Resin portion separates out. VOC STATEMENT: This cement contains 760 grams of VOC per liter as manufactured. More than 60 percent of the VOC acts as a reactive diluent and remains in the joint. SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT FLAMMABLE LIMITS LEL UEL 6°F T.C.C. Based on THE (Percent by Volume) 2.0 1 I FIRE EXTINGUISHING MEDIA Ansul "Purple K" potassium bicarbonate dry chemical, carbon dioxide, National Aer-O-Foam universal alcohol resistant foam, water spray. SPECIAL FIRE FIGHTING PROCEDURES Evacuate enclosed areas, stay upwind. Close or confined quarters require self-contained breathing apparatus, positive pressure hose masks or airline masks. Use water spray to cool containers, to flush spills from source of ignition and to disperse vapors. UNUSUAL FIRE AND EXPLOSION HAZARDS Fire hazard because of low flash point and high volatility. Vapors are heavier than air and may travel to source of ignition. 0 SECTION V - HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: x Inhalation x Skin Contact Eye Contact Ingestion EFFECT OF OVEREXPOSURE ACUTE: Inhalation: Severe overexposure may result in nausea, dizziness, headache. Can cause drowsiness, irritation of eyes and nasal passages. Skin Contact: Skin irritant. Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact. Skin Absomtion: Prolonged or widespread exposure may result in the absorption of harmful amounts of material. Eye Contact: Overexposure may result in severe eye injury with corneal or conjunctive inflammation on contact with the liquid. Vapors slightly uncomfortable. luestion: Moderately toxic. May cause nausea, vomiting, diarrhea. May cause mental sluggishness. CHRONIC: Symptoms of respiratory tract irritation and damage to respiratory epithelium were reported in rats exposed to 5000 ppm for 90 days. Elevation of SGPT suggests a disturbance in liver function. The NOEL was reported to be 20appm,- MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Individuals with pre-existing diseases of the eyes, skin or respiratory system may have increased susceptibility to the toxicity of excessive exposures. EMERGENCY AND FIRST AID PROCEDURES Inhalation: If overcome by vapors, remove to fresh air and if breathing stopped, give artificial respiration. If breathing is difficult, give oxygen. Call physi- cian. Eve Contact: Flush eyes with plenty of water for 15 minutes and call a physician. Skin Contact: Remove contaminated clothing and shoes. Wash skin with plenty of soap and waster for at least 15 minutes. If irritation develops, get medical attention. Ingestion: Give I or 2 glasses of water or milk. Do not induce vomiting. Call physician or poison control center immediately. SECTION VI - REACTIVITY STABILITY UNSTABLE CONDITIONS TO AVOID Keep away from heat, sparks, open flame and other sources of ignition. STABLE x INCOMPATIBILITY MATERIALS TO AVOID) Caustics, ammonia, inorganic acids, chlorinated compounds, strong oxidizers and isocynates. HAZARDOUS DECOMPOSITION PRODUCTS When forced to bum, this product gives out carbon monoxide, carbon dioxide, hydrogen chloride and smoke. HAZARDOUS I MAY OCCUR CONDITIONS TO AVOID IWILL NOT OCCURI xPOLYMERIZATION Keep away from heat, sparks, open flame and other sources of ignition SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Eliminate all ignition sources. Avoid breathing of vapors. Keep liquid out of eyes. Flush with large amount of water. Contain liquid with sand or earth. Absorb with sand or nonflammable absorbent material and transfer into steel drums for recovery or disposal. Prevent liquid from entering drains. WASTE DISPOSAL METHOD Follow local, State and Federal regulations. Consult disposal expert. Can be disposed of by incineration. Excessive quantities should not be permitted to enter drains. Empty containers should be air dried before disposing. Hazardous Waste Code: 214. SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (Specify type) Atmospheric levels should be maintained below established exposure limits contained in Section 11. If airborne concentrations exceed those limits, use ofa NIOSH-approved organic vapor cartridge respirator with full face -piece is recommended. The effectiveness of an air purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions where short term exposure guidelines may be exceeded, use an approved positive pressure self-contained breathing apparatus. VENTILATION Use only with adequate ventilation. Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits set forth in Section 11. Use only explosion proof ventilation equipment. PROTECTIVE GLOVES EYE PROTECTION PVA Coated Splashproof chemical goggles OTHER PROTECTIVE EQUIPMENT AND HYGIENIC PRACTICES Impervious apron and a source of running water to flush or wash the eyes and skin in case ofcontact. SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING Store in the shade between 40°F - 1 l0°F. Keep away from heat, sparks, open flame and other sources of ignition. Avoid prolonged breathing of vapor. Use with adequate ventilation. Avoid contact with eyes, skin and clothing. Train employees on all special handling procedures before they work with this product. OTHER PRECAUTIONS Follow all precautionary information given on container label and solvent cementing literature. Follow good industrial safety practices. All handling equipment should be electrically grounded. The information contained herein is based on data considered accurate. However, no warranty is expressed or implied regarding the accuracy of this data or the results to be obtained from the use thereof. CSC-400 Solvent/Cement MATERIAL SAFETY DATA SHEET Date Revised: 03/12/96 Supersedes: Information on this form is furnished solely for the purpose of compliance with the Occupational Safety and Health Act and shall not be used for any other purpose. Central Sprinkler Company urges the customer receiving this Material Safety Data Sheet to study it carefully to become aware of the hazards, if any, of the products involved. In the interest of safety, you should notify your employees, agents, and contractors of the information on this sheet. SECTION I MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES ONLY: Oatey Company for Central Sprinkler Cmpany CHEMTREC: (800) 424-9300 ADDRESS Emergency First Aid: (303) 623-5716 COLLECT 4700 West 160th Street, PO Box 35906, Cleveland, OH 44135 L.A. Poison Center 24 Hour Number) Business: (216) 267-7100 TRADENAME BLAZEMASTER CPVC CEMENT CSC-400 PRODUCT NUMBERS 90397, 90398 FORMULA Mixture of CPVC Resin and Organic Solvents SECTION II - HAZARDOUS INGREDIENTS INGREDIENTS % CAS # SEC 313 Tetrahydrofuran 35 - 45 % 109-99-9 No Acetone 20 - 30 % 67-64-1 No Cyclohexanone 5 - 10 % 108-94-1 No Methyl Ethyl Ketone < 5 % 78-93-3 Yes NONHAZARDOUS INGREDIENTS CPVC Resin 13 - 16 % 68648-82-8 No Amorphous Silica .25 - 3 % 112945-52-5 No Proprietary 5 - 25 % No SECTION III - KNOWN HAZARDS UNDER 29 CFR 1910.1200 HAZARDS YES NO HAZARDS YES NO Combustible Liquid X Skin Hazard X Flammable Liquid X Eye Hazard X Pyrophoric Material - X Toxic Agent X Explosive Material X Highly Toxic Agent X Unstable Material X Sensitizer X Water Reactive Material X Kidney Toxin X Oxidizer X Reproductive Toxin X Organic Peroxide X Blood Toxin X Corrosive Material X Nervous System Toxin X Compressed Gas X Lung Toxin X Irritant X Liver Toxin X Carcinogen NTP/IARC/OSHA X SECTION IV - REGULATIONS CHEMICAL TLV (TWA) PEL (Transitional Limits) STEEL HAZARD ACTION LEVEL Tetrahydrofuran 200 ppm, 590 mg/cu m 200 ppm, 590 mg/cu m 250 ppm, 735 mg/cu m N/A Acetone 750 ppm, 1800 mg/cu m 1000 ppm, 2400 mg/cu m 1000 ppm, 2400 mg/cu m N/A Cyclohexanone 25 ppm, 100 mg/cu m (skin) 50 ppm, 200 mg/cu m 100 ppm, 400 mg/cum N/A Methyl Ethyl Ketone 200 ppm, 590 mg/cu m 200 ppm, 590 mg/cu m 300 ppm, 885 mg/cu m N/A Amorphous Silica 10 mg/cu m 20 mppcf N/A N/A SECTION V - REGULATED IDENTIFICATION DOT PROPER SHIPPING NAME ................. CONSUMER COMMODITY ORM-D; for gallons: Adhesive (Contains Tetrahydrofuran, Acetone) 3, 1133, PG II, Cement-001 DOT HAZARD CLASS .................................. Flammable Liquid SHIPPING ID NUMBER ................................ NA 1133 (Gallons Only) EPA HAZARDOUS WASTE ID NUMBER... D-001 EPA HAZARD WASTE CLASS ..................... Ignitable Waste CSC-400 Solvent/Cement MATERIAL SAFETY DATA SHEET Date Revised: 03/12/96 Supersedes: SECTION VI - EFFECTS OF EXPOSURE ENTRY ROUTE........ INHALE -YES INGEST - YES SKIN - YES EYE -YES INHALATION ........... May cause irritation of mucous membranes, nose & throat, headache, dizziness, nausea, numbness of the extremities and narcosis in high concentrations. Has caused CNS depression & liver damage in animals, & high concentrations have caused retardation of fetal developments in rats. SKIN .......................... Chronic contact may lead to irritation & dermatitis. Chronic exposure to -vapors of high concentration may cause dermatitis. May possibly be absorbed through the skin. EYE ........................... Vapors or direct contact may cause irritation. INGESTION .............. May be aspirated into the lungs or cause systemic effects described under inhalation. TARGET ORGANS.. Eye, Skin, Kidney, Lung, Liver, Central Nervous System SECTION VII - EMERGENCY AND FIRST AID PROCEDURES - 303/623-5716 COLLECT SKIN .......................... If irritation arises, wash thoroughly with soap and water. Seek medical attention if irritation persists. EYES ......................... If fumes cause irritation, move to fresh air and irrigate eyes with water for 15 minutes. If irritations persists, seek medical attention. If eye is struck with wire, seek medical attention. INHALATION ........... Move to fresh air. If breathing is difficult, give oxygen. If not breathing, give artificial respiration. Keep victim quiet and warm. Call a poison control center or physician immediately. INGESTION .............. Drink water and call a poison control center or physician immediately. Avoid alcoholic beverages. Never give anything by mouth to an unconscious person. SECTION VIII - PHYSICAL AND CHEMICAL PROPERTIES NFPA HAZARD SIGNAL........ HEALTH 1 STABILITY 0 FLAMMABILITY 3 SPECIAL NONE BOILING POINT ...................... 151 Degrees F/66 Degrees Celsius MELTING POINT ..................... N/A VAPOR PRESSURE ................. 145 mmHg @ 20 Degrees psi VAPOR DENSITY (AIR - 1).... 2.5 VOLATILE COMPONENTS.... 70 - 80% WT. SOLUBILITY IN WATER........ Negligible PH.............................................. N/A SPECIFIC GRAVITY ............... 0.91 +/- 0.02 EVAPORATION RATE ............. (BUAC = 1) = 5.5 - 8.0 APPEARANCE ......................... Red Liquid ODOR ........................................ Ether -Like WILL DISSOLVE IN ................ Tetrahydrofuran MATERIAL IS .......................... Liquid SECTION IX - FIRE AND EXPLOSION HAZARD DATA FLAMMABILITY ........................................... LEL - 1.8 % Volume UEL - 11.8 % Volume FLASHPOINT AND METHOD USED.......... 5 - 8 Degrees F/PMCC STABILITY..................................................... Stable Conditions to Avoid: Heat, sparks and open flame. HAZARDOUS DECOMP. PDTS.: Carbon Monoxide/carbon dioxide/hydrogen chloride/smoke HAZARDOUS POLYMERIZATION .............. Will not occur. Conditions to Avoid: None INCOMPATIBILITY/MAT. TO AVOID.......... Acids, oxidizing materials, alkalis, chlorinated inorganics (potassium, calcium and sodium hypochlorite), copper and copper alloys SPECIAL FIRE RIGHTING PROCEDURE... FOR SMALL FIRES: Use dry chemical, CO2, water or foam extinguisher. FOR LARGE FIRES: Evacuate are and call Fire Department immediately. SECTION X - SPILL AND DISPOSAL INFORMATION SPILL OR LEAK PROCEDURES.... Ventilate area, stop leak if it can be done without risk. Take up with sand, earth, or other noncombustible absorbing material. WASTE DISPOSAL .......................... Dispose of according to local, state, and Federal regulations. SECTION XI - SAFE USAGE DATA PROTECTIVE EQUIPMENT TYPES. NIOSH-Approved cannister respirator in absence of adequate ventilation. VENTILATION .................................... GENERAL MECHANICAL: Exhaust ventilation capable of maintaining emissions at the point ofuse below PEL. LOCAL EXHAUST: Open doors & windows. If used in enclosed area,,use exhaust fans. PRECAUTIONS: .................................. HANDLING & STORAGE: Keep away from heat, sparks and flames; store in cool, dry place. OTHER: Containers, even empties will retain residue and vapors. May 1996 UL & C-UL File #Ex4470 CSC-500 Solvent/Cement MATERIAL SAFETY DATA SHEET Date Revised: APR 1996 Supersedes: Information on this form is furnished solely for the purpose of compliance with the Occupational Safety and Health Act and shall not be used for any other purpose. Central Sprinkler Company urges the customer receiving this Material Safety Data Sheet to study it carefully to become aware of the hazards, if any, of the products involved. In the interest of safety, you should notify your employees, agents, and contractors of the information on this sheet. SECTION I MANUFACTURER'S NAME TRANSPORTATION EMERGENCIES ONLY: IPS Corporation for Central Sprinkler Company CHEMTREC: (800) 424-9300 ADDRESS Emergency First Aid: (231) 222-3212 17109 South Main Street, P.O. Box 379, Gardena, CA 90248 L.A. Poison Center 24 Hour Number) Business: (310) 898-3300 CHEMICAL NAME AND FAMILY TRADENAME: Solvent Cement for CPVC Plastic Pipe CSC-500 BlazeMaster Red Cement for CPVC Plastic Pipe FORMULA: ProprietaryMixtureofCPVCResinandOrganicSolvents SECTION II - HAZARDOUS INGREDIENTS None of the ingredients below are listed as carcinogens by IARC, NTP or OSHA CAS # APPROX % ACGIH-TLV ACGIH-STEL OSHA-PEL OSHA-STEL Chlorinated Polyvinyl Chloride Resin (CPVC) NON/HAZ N/A N/A Tetrahydrofuran (THF) 1099-99-9 50-60 200 PPM 250 PPM 200 PPM 250 PPM Methyl Ethyl Ketone (MEK) 78-93-3 2-9 200 PPM 300 PPM 200 PPM 300 PPM Cyclohexanone 108-94-1 2-10 25 PPM Skin 25 PPM Skin Acetone 67-64-1 5-12 750 PPM 1000 PPM 750 PPM 1000 PPM Title III Section 313 Supplier Notification: This product contains toxic chemicals subject to the reporting requirements of Section 313 of the Emergency Planning and Community Right -to -Know Act of 1986 and of 40CFR372. This information must be included in all MSDS's that are copied and distributed for this material. SHIPPING INFORMATION FOR GALLON SPECIAL HAZARD DESIGNATIONS CONTAINERS OR ABOVE HMIS NFPA HAZARD RATING DOT Shipping Name: Adhesive HEALTH: 2 2 0-MINIMAL DOT Hazard Class: 3 FLAMMABILITY: 3 3 1-SLIGHT Identification Number: UN 1133 REACTIVITY: 0 1 2-MODERATE Packaging Group: II PROTECTIVE 3-SERIOUS Label Required: Flammable Liquid EQUIPMENT: H 4-SEVERE SHIPPING INFORMATION FOR CONTAINERS LESS THAN ONE GALLON DOT Shipping Name: Consumer Commodity DOT Hazard Class: ORM-D SECTION III - PHYSICAL DATA APPEARANCE ODOR BOILING POINT (°F/°C) Red, medium syrupy liquid Ethereal 133°F Based on first boiling component: Acetone SPECIFIC GRAVITY @ 73 +/- 2°F VAPOR PRESSURE (mmHg) PERCENT VOLATILE BY VOLUME (%) Typical 0.985 +/- 0.040 143 mmHg based on first boiling Approx: 70-80% component,. Acetone @ 20-C VAPOR DENSITY (Air= 1) EVAPORATION RATE (BUAC = 1) SOLUBILITY IN WATER 2.0 1.0 Solvent portion completely soluble in water. Resin portion separates out. VOC STATEMENT: VOC as manufactured: 760 Grams/Liter. Maximum VOC emission per SCAQMD Rule 1168, Test Method 316A: 450 Grams/Liter SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT FLAMMABLE LIMITS LEL UEL 2.0 11.80-6°F T.C.C. Based on Acetone (PERCENT BY VOLUME) FIRE EXTINGUISHING MEDIA Ansul "Purple K" potassium bicarbonate dry chemical, carbon dioxide, National Aer-O-Foam universal alcohol resistant foam, water spray. SPECIAL FIRE FIGHTING PROCEDURES Evacuate enclosed areas, stay upwind. Close or confined quarters require self-contained breathing apparatus, positive pressure hose masks or airline masks. Use water spray to cool containers, to flush spills from source of ignition and to disperse vapors. UNUSUAL FIRE AND EXPLOSION HAZARDS Fire hazard because of low flash point and high volatility. Vapors are heavier than air and may travel to source of ignition. May 1996 UL & C-UL File #Ex4470 CSC-500 Solvent/Cement SECTION V - HEALTH HAZARD DATA PRIMARY ROUTES OF ENTRY: X Inhalation X Skin Contact X Eye Contact X Ingestion EFFECT OF OVEREXPOSURE ACUTE: Inhalation: Sever overexposure may result in nausea, dizziness, headache. Can cause drowsiness, irritation of eyes and nasal passages. Skin Contact: Skin irritant. Liquid contact may remove natural skin oils resulting in skin irritation. Dermatitis may occur with prolonged contact. Skin Absorption: Prolonged or widespread exposure may result in the absorption of harmful amounts of material Eye Contact: Overexposure may result in sever eye injury with comeal or conjunctive inflammation on contact with the liquid. Vapors slightly uncomfortable. Ingestion: Moderately toxic. May cause nausea, vomiting, diarrhea. May cause mental sluggishness. CHRONIC: Symptoms of respiratory tract irritation and damage to respiratory epithelium were reported in rats exposed to 5000 ppm THE for 90 days. Elevation of SGPT suggests a disturbance in liver function. The NOEL was reported to be 200 ppm. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: Individuals with pre-existing diseases of the eyes, skin or respiratory system may have increased susceptibility to the toxicity of excessive exposures. EMERGENCY AND FIRST AID PROCEDURES Inhalation: If overcome by vapors, remove to fresh air and if breathing stopped, give artificial respiration. If breathing is difficult, give oxygen. Call physician. Eye Contact: Flush eyes with plenty of water for 15 minutes and call a physician. Skin Contact: Remove contaminated clothing and shoes. Wash skin with plenty of sap and water for at least 15 minutes. If irritation develops, get medical attention. Ingestion: Give 1 or 2 glasses of water or milk. Do not induce vomiting. Call physician or poison control center immediately. SECTION VI - REACTIVITY STABILITY UNSTABLE CONDITIONS TO AVOID STABLE __ X Keep away from heat, sparks, open flame and other sources of ignition. INCOMPATIBILITY MATERIALS TO AVOID) Caustics, ammonia, inorganic acids, chlorinated compounds, strong oxidizers and isocyanates. HAZARDOUS DECOMPOSITION PRODUCTS When forced to burn, this product gives out carbon monoxide, carbon dioxide, hydrogen chloride and smoke. HAZARDOUS MAY OCCUR CONDITIONS TO AVOID POLYMERIZATION MAY NOT OCCUR X Keep away from heat, sparks, open flame, and other sources of ignition. SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASE OR SPILLED Eliminate all ignition sources. Avoid breathing of vapors. Keep liquid out of eyes. Flush with large amount of water. Contain liquid with sand or earth. Absorb with sand or nonflammable absorbent material and transfer into steel drums for recovery or disposal. Prevent liquid from entering drains. WASTE DISPOSAL METHOD Follow local, State and Federal regulations. Consult disposal expert. Can be disposed of by incineration. Excessive quantities should not be permitted to enter drains. Empty containers should be air dried before disposing. Hazardous Waste Code: 214. SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (Specify type) Atmospheric levels should be maintained below established exposure limits contained in Section II. If airborne concentrations exceed those limits, use ofNIOSH approved organic vapor cartridge respirator with full face -piece is recommended. The effec- tiveness of an air purifying respirator is limited. Use it only for a single short-term exposure. For emergency and other conditions where short term exposure guidelines may be exceeded, use an approved positive pressure self-contained breathing apparatus. VENTILATION Use only with adequate ventilation. Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits set forth in Section II. Use only explosion proof ventilation equipment. PROTECTIVE GLOVES EYE PROTECTION PVA coated I Splashproof chemical goggles OTHER PROTECTIVE EQUIPMENT AND HYGIENIC PRACTICES Impervious apron and a source of running water to flush or wash the eyes and skin in case ofcontact. SECTION IX - SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING Store in the shade between 40°F - 110°F. Keep away from heat, sparks, open flame, and other sources of ignition. Avoid prolonged breathing of vapor. Use with adequate ventilation. Avoid contact with eyes, skin and clothing. Train employees on all special handling procedures before they work with this product. OTHER PRECAUTIONS Follow all precautionary information given on container label, product bulletins and our solvent cementing literature. All handling equipment should be electrically grounded. The information contained herein is based on data considered accurate. However, no warranty is expressed or implied regarding the accuracy of this data or the results to be obtained from the us thereof. IT "', Iwo ............. Ciom- erceal ® NFPA 13 Systems Floor Control - High Rises Residential w NFPA 13D/13R Systems Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product The Riser Manifold is approved for installation in either the horizontal or Description the vertical position. The Central Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The avail- ability of the Riser Manifold in different configurations allows cost-effective riser installation in commercial (NFPA 13) systems, high rises requiring floor control assemblies, and residential systems (NFPA 13R/13D). The threaded ends of the 1" and 1 %" bodies and the grooved ends of the 2" through 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Underwriters Laboratories. The Manifold bodies are painted fire protection red. Lettering clearly iden- tifies flow direction as well as the test and drain outlet, thus providing the required sign. The Model F202 inspectors' test valve and the Model F101 trim valve are both U.L. Listed and make the best use of special thread combinations, eliminating the use of pipe nipples and the resulting potential for leakage. Installation is simplified with one con- venient take-out for the threaded ver- . sions as well as one take-out for all grooved sizes, 2" through 6". The optional relief valve assembly is available for the required locations such as NFPA 13 Section 3-1.2 which requires relief valves on gridded systems. Technical Data Models: 13 (commercial) 13D (residential) or 13D/13R (residential) Styles: Threaded or Grooved Sizes: 1 ", 1 %', 2", 2Y2", 3", 4" & 6" Approvals: U.L.,U.L.C., F.M. M.E.A. (142-94-E) 1 " Version is Not MEA Approved. Maximum Working Pressure: 175 psi Standard Finish: Fire Protection Red with White Lettering I.P.S. Cut Groove Specs.: AWWA C-606 Take-out Dimensions: See Figures Shipping Weight: See Figures Mfgr. Source: Domestic Optional Accessories: Pressure Relief Valve Kit, see page 5 No. 28.1.0 Figure 1 1" Threaded Residential Trim — Model 13D 5/8" Both Ends I Figure 1 - Bill of Material 1" Threaded Residential Trim Detail No. Description No. Req'd Part # 1 Manifold Body F x F 1 971-064-00 2 Potter Waterflow Switch #VSR-SF 1 2448 3 X" Gauge, Water 1 2343 4 90' Street Elbow 1 611-800-24 5 4" x Close Nipple 1 131-50-000 6 Ball Valve 1 41303 7 Tamper Switch (U.L.C. Only) 1 2649 8 Label (U.L.C. Only) 1 917-111-00 Approximate Trimmed Weight - 7.5 lbs. Note: Items 7 & 8 used on Manifolds for use in Canada Only. Figure 2 1Y2" Threaded Residential Trim — Model 13D/13R Reference Fig. 2 & 3 Bill of Materials (Pg. 3) 11" 4 f6„ 5/8" j12 I 11 C D c I m Test Drain O 16 13 0 ® 0 '9 3/8" 10" j O Q O 17 5/8" FL W r2" t Approximate thread engagement. Male x Male Body Option 15 1 11 1/4" c N C End of pipe to end of pipe. Approximate Trimmed Weight - 9.0 lbs. The width of the Riser Manifold is approximately 3'/". Note: Items 16 & 17 used on Manifolds for use in Canada Only. 2 lif Figure 3 V/2" Threaded Commercial Trim — Model 13 For optional pressure relief valve, see Figure 6) 6 1 /4" m 6"— I Male x Male Body Option 15 1 1 L2) f - -- V 0 1 uiiuuto M End of pipe to end ofpipe. D.i 10 14 03 "9 3/8" 0 16 17 0, T FLO W J— - t Approximate Trimmed Weight - 11.5 lbs. Note: Items 16 & 17 used on Manifolds for use in Canada Only. Approximate thread engagement. Figure 2 & 3 - Bill of Material 11/2" Residential and Commercial Riser Manifolds (for reolacementDarts) 10" 51/4" 1 Detail No. Description No. Req'd Part Number Detail No. Description No. Req'd Part NumberComm. Res. Comm. Res. 1 Manifold Body M x F 1 1 971-075-00 10 x 2%2" Nipple 1 0 131-20-000 2 Potter Waterflow Switch #VSR-SF 1 1 971-096-00 11 1" x %' x 1" California Tee 0 1 42000 3 1" Ball Valve F101 0 1 41304 4 1" x %' x 1" Reducing Tee 1 0 611-822-12 12 Pipe Plug 1 1 8010-12-00 5 1" Insp. Test & Drain Valve F202 1 0 971-079-00 13 1" x Close Nipple 0 1 131-65-000 6 Sight Glass M x F 1 0 2567 14 1" Ball Valve F101 1 0 971-082-00 7 Water Pressure Gauge 0 1 2343 15 1/2' Close Nipple MxM 1 1 131-65-003 7A YV Water Pressure Guage 1 0 2585 16 Tamper Switch (U.L.C. Only) 1 1 2649 8 Plug 1 0 816-12-000 17 Label (U.L.C. Only) 1 1 971-111-00 9 YV 3-Way Valve 1 0 41320 Figure 4 2" Grooved Residential Trim — Model 13D/13R For optional pressure relief valve, see Figure 6) 11 314" 41/2" a, -o6 1/4" 0 2" Male x Groove Body Option 10 \ flllf N t F oW .1" m I IIIIII 13" 14 ~ -- End of pipe to end of pipe. 1 18 FLOW Approximate Trimmed Weight - 11.5 lbs. 1 Note: Items 17 & 18 used on Manifolds 2 1/4" ; '2 7/8" for use in Canada Only. Approximate thread engagement. 3 Figure 5 211, 2'/z", 3", 4" & 6" Grooved Commercial Trim — Model 13 For optional pressure relief valve, see Figure 6) C - 161/4" 1 ..1 3„ A Approximate Weights & Dimensions of Trimmed 2". 2Yi". 3". 4" & 6" Grooved Commercial Riser Manifold 1 5/8" D — Approximate thread engagement. 13" is the take-out for all sizes 2" through 6". Note: Items 1f & 18 used on Manifolds for use in Canada Only. Figure 4 & 5 - Bill of Material Residential and Commercial Riser Manifold (forreDlacement Darts) Size A B C D lbs.) 2" 14" 13'/2" 5 %2" 14.0 2'/2" 14%2" 14Y44" 6%" 20.0 3" 14%2" Y8" 15'/2" 6 %i' 23.0 4" 18%2" 4%" 18'/2" 8Y4" 39.0 6" 18%4" 5%a" 20'/2" 9Y44" 55.0 Detail No. Description No. Req'd Part Number Detail No. Description No. Req'd Part Number 1 2" Manifold Body Groove x Groove 1 971-077-01 6 Water Gauge 1 2585 1 2%2" Manifold Body Groove x Groove 1 971-077-02 7 Plug 1 816-12-000 1 3" Manifold Body Groove x Groove 1 971-077-03 8 4" 3-Way Globe Valve 1 41320 1 4" Manifold Body Groove x Groove 1 971-077-04 9 1/4" x 2" Nipple 1 131-19-000 1 6" Manifold Body Groove x Groove 1 971-077-05 10 1" Plug 1 611-800-60 la 2" Manifold Body Male x Groove 1 971-077-06 11 1" x'/2" x 1" Tee 1 611-822-12 2 Potter Waterflow Switch #VSC 1 971-097-00 1 %4" x''A" x 1'/4" Tee 1 611-822-13 3 1" Ball Valve (2" body) F101 1 971-082-00 2" x %" x 2" Tee 1 611-822-14 3 1'/4" Ball Valve (2%2" & 3" body) F101 1 971-083-00 12 1/2" Pipe Plug 1 8010-12-00 3 2" Ball Valve (4" & 6" body) F101 1 971-084-00 13 1" x'/2" x 1" California Tee 1 42000 4 1" Inspectors Test & Drain (2" body) F202 1 971-079-00 14 1" x Close Nipple 1 131-65-000 4 1 %:' Inspectors Test & Drain 1 971-080-00 15 1" Ball Valve F101 1 41304 2!6" & 3" body) F202 16 2" Paddle 1 971-099-00 4 2" Inspectors Test & Drain 1 971-081-00 16 2%2" Paddle 1 971-086-00 4" & 6" body) F202 16 3" Paddle 1 971-100-00 5 1" Sight Glass (2" body) 1 2567 16 4" Paddle 1 971-107-00 5 1'/4" Sight Glass (2%" & 3" body) 1 2568 16 6" Paddle 1 971-106-00 5 2" Sight Glass (4" & 6" body) 1 2569 17 Tamper Switch (U.L.C. Only) 1 2649 18 Label (U.L.C. Only) 1 971-111-00 4 u Normally in Drain Position Figure 6 Optional Pressure Relief Valve Grooved Commercial Trim — Model 13 I Normally Closed Optional Pressure Relief Valve Accessory Kit Order Part #4063) Detail No. Description No. Req'd Part Number 1 901 Compression Fitting 2 198-068-02 2 Watts Pressure Relief Valve 1 198-066-00 Model FP53L (U.L., F.M.) 3 11" Reinforced %' Tubing 1 198-143-00 4 1 x Y2" Reducing Bushing 1 611-800-49 Above kit can be installed on all sizes of grooved bodies. Valve is factory set at 175 psi (non-adjustable). Note: If optional pressure relief is desired for Figures 2 and 3, outlet on riser must be provided. Figure 7 Potter Waterflow Switch Terminal Connections SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serves as two separate connections. The wire must be severed to serve as two separate connections, thereby providing d00'` NO supervision of the connection in the event that the wire becomes dislodged from the terminal. OOSOO\ NO Figure 8 Potter Waterflow Switch Typical Electrical Connections LOCAL BELL STYLE B/CLASSB TRANSFORMER OR (END OF LINE RESISTOR) BATTERY POWERED CKT. (SEE NOTE) OPEN ON CLOSE ONOPENONALARMCLOSEONALARMALARM END OF ALARM LINE RESISTOR SIGNALING DEVICE SUPERVISED LOOP SEE NOTE TYPICAL SWITCH ACTION FROM OPEN ON CLOSE ON TO ADD'L CONTROL ALARM ALARM DEVICES OPEN ON f CLOSE ON PANEL OR RETURN ALARM ALARM TO CONTROL Note: For supervised circuits, see "Switch Terminal Connections" and caution note (above). The Model VSR-SF hastwo switches, one can be used to operate a central station, proprietary or remove signalling unit, while the other contact is used to operate a local audible or visual annunciator. Testing: The frequency of testing for the Model VSR-SF and its associated protective monitoring system should be in accordance with applicable NFPA Standards and/ or the Authority Having Jurisdiction, but under no circumstances less than bimonthly. Figure 9 Potter Waterflow Switch Typical Electrical Connections CONTACTS: S.P.D.T. (Form C) N.C.' CONTACTS SHOWN WITH CONTACT RATING: 5A@ 125V AC COVER IN PLACE 2.5A @ 30V DC N.O. INSTALLATION FOR MODELS VSR-F, VSR-CF, AND VSF-SF Remove the one retard assembly mounting screw. Place the switch assembly over the retard assembly mounting tab. Replace the screw.. 5 rAInstallation The Riser Manifold is approved for installation in either the horizontal or the vertical position. Installation Sequence Step 1. Install the manifold body with the flow arrow pointing in the downstream position using threaded connections and/or Listed mechanical grooved couplings. Step 2. Connect the drain line. Ensure the Trim Valve is in the closed position and where appropriate, the Inspectors' Test Valve is in the "drain" position. Step 3. Place the system in service and secure all supply valves open. NOTE: When installing threaded bodies, use a non -hardening pipe joint compound. The Riser Manifold and accessories should be inspected as outlined in NFPA 25 to ensure reliable and trouble -free operation. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA Standard 25 entitled, "Inspection, Testing and Maintenance of Water - Based Fire Protection Systems", contains guidelines and minimum maintenance requirements. Furthermore, the Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing, and inspection that must be obeyed. 1997 Central Sprinkler Company Printed in U.S.A. z ` ray When placing an order, indicate the full product name. Please specify the quantity, model, style, and size. Mechanical -grooved couplings must be ordered separately. Size Model Part Number 1" 13D, F x F 4067 1'/" 13, M x F 4055 1 Y2" 13, M x M 4056 1 Y" 13D/13R M x F 4057 1 Y2" 13D/13R, M x M 4058 2" 13D/13R, G x G 4059 2" 13, G x G 4060 2" 13D/13R, M x G 4064 2Yz" 13, G x G 4061 3" 13, G x G 4062 4" 13, G x G 4065 6" 13, G x G 4066 For Pressure Relief Accessory Kit Use Part Number 4063. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 362-0700 FAX (215) 362-5385 Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S., and Canada, and internationally, through a network of Central Sprinkler sales and distribu- tion centers. You may write directly to Central Sprinkler Company, or call 215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current price list for further details of the warranty. Patents: Patents are pending. Conversion table: 1 inch = 25.4mm 1 foot = 0.3040M 1 pound = 0.4536kg 1 foot pound = 1.356Nm 1 p.s.i. = 6.895Kpa 0.0689bar 0.0703kg/cm2 1 U.S. gallon = 3.785 dm' 3.785 liters Conversions are approximate. 13&13D/R.8RK Fo Non HealittiHaiardApplicat ons fit, • , ,. Valve Assembly Sizes: 1/2" - 311 (15 - 80 mm) A double check valve assembly shall be installed at referenced cross - connections to prevent the backflow of polluted water into the potable water supply. Only those cross -connections identified by local inspec= tion authorities as non -health hazard shall be allowed the use of an ap- proved double check valve assembly. Check with local authority having jurisdiction regarding vertical orien tation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. FEATURES Ease of maintenance - only one cover Top entry Replaceable seats and seat discs Modular construction Compact design Cast bronze body construction - 112 2" (15-50mm) Fused epoxy coated cast iron body - 2112" & 3" (65-80mm) Top mounted ball valve test cocks Low pressure drop - NO SPECIAL TOOLS REQUIRED FOR SERVICING h" - 1 " (15 - 25 mm) have tee handles AVAILABLE MODELS 1/2" - 2" (15-50mm) Suffix: Prefix: S - with bronze strainer U - Union connections LF - without shutoff valves LH - with locking handle ball valves (open position) SH - with stainless steel ball valve handles HC - with inlet/outlet five hydrant fittings (2" only) 21/2" and 3" (65-80mm) Suffix: NRS - non -rising stem resilient wedge gate valves OS&Y - with resileint wedge outside stem & yoke shutoffs LF - without shutoff valves QT-FDA - with epoxy coated full port ball valve shutoffs SPECIFICATIONS A double check backflow preventer shall be installed at each noted lo- cation. The assembly shall consist of two positive seating check mod- ules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal com- ponents shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isola- tion valves; four top mounted, resilient seated test cocks. The assem- bly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Shall be a Watts Regulator Series 007. 3/4" 007M20T 2" 007M1QT HC 50mm) t T+;r 6 rcAwe7` .s' WATTS w i s4 7 .SJ.[vM i r.`S # H q: ti ` Il m -, ice b:4i , 3y,. First Check Second Check Module Assembly Module Assembly Check Module Assembly The 007 Series features a modular design concept which facili- tates complete maintenance and assembly by retaining the spring load. IMPORTANT. • Inquire with governing authorities for local installation requirements. A LEADER /N VALVE TECNNOLOG JWATTS 0 REGULATOR since 1874Watts lndustdes,lnc.— Water Products Division • Safety & Control Valves PRESSURE - TEMPERATURE 1/2" - 2" (15-50mm) Suitable for supply pressure up to 175 psi (12.1 bars). Water temperature: 33'F to 180OF (5°C to 820C). 21/2" and 3" (65-80mm) Suitable for supply pressure up to 175 psi (12.1 bars). Water temperature at 110°F (43°C) continuous, 1400 (60°C) intermittent. STANDARDS ASSE Std. 1015, AWWA Std. C510 APPROVALS C`"' StASSE, AWWA, IAPMO, CSA, UPC © Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Models LF and S are not listed. UL Classified (LF models only) 3/4" - 2" (19-50mm) UL Classified with OS&Y gate valves (21/2" & 3") Horizontal and vertical "flow up" approval on sizes'h", 3/4", 11/4", 1112", 2", 21/2" and 3". Horizontal approval only on 1" size. IAPMO PS31, CSA B64.5 DIMENSIONS - WEIGHTS Sizes:'/z" - 2" Subscript 'S' =strainer model Suffix HC - Fire Hydrant Fittinqs dimension "A" = 231/2" (594mm) Model No. Size DN in. mm Dimensions A B C in. mm in. mm in. mm approximate) D F G H I in. mm in. mm in. mm in. mm in. I mm Weight lbs. I kgs. t 007QT z 15 10 254 45/s 117 2'f16 62 5 127 33/a 85 25/16 59 2'h6 52 4'/2 2 007QT-S 1/2 15 13 330 6 152 27/16 62 3 76 5 127 33/8 85 25/16 59 2'/16 52 5'/2 2.5 to 007M3QT 3/4 20 111/8 282 4 102 31/8 79 63/16 157 3'/16 87 21/8 54 15/16 33 5 2.3 007M3QT-S 3/4 20 141/2 368 6'/s 156 31/8 79 3 76 63/16 157 37/16 87 2'/a 54 1'/16 33 63/4 3.1 tA007MIQT 1 25 131/4 337 51/a 130 4 102 71/2 191 33/8 85 111/16 43 1"/16 43 12 5.4 007MIQT-S 1 25 1715/16 157 73/4 197 4 102 31/4 83 71/2 191 33/8 85 111/% 43 111/16 43 14 6.4 t• 007M2QT 11/4 32 163/s 416 5 127 35/16 84 91/2 241 5 127 3 76 2 50 15 6.8 007M2QT-S 1114 32 211h 546 71/16 179 35/16 84 31/2 83 91/2 241 5 127 3 76 2 50 19 8.6 t 007M2QT 11/2 40 163/4 425 41/s 124 31/2 89 93/4 248 513/16 148 31/8 79 211/16 68 157/8 7.2 007M2QT-S 1112 40 25'/16 637 71/16 179 31/2 89 33/4 95 93/4 248 513/16 148 31/8 79 2"h6 68 195/8 8.9 t 007M1QT 2 50 191h 495 61/4 159 4 102 133/8 340 61/8 156 37/16 87 21'/16 68 253/4 11.7 007M1QT-S 1 2 1 50 1 271/4 692 1, 83/4 1 222 1 4 1 102 1 4 1 102 1 133/a 1 340 1 6'/a 1 156 3'/16 1 87 1 21'/16 1 68 1 331/2 15.2 Sizes: 21/2" - 3 " T F1—}E, —--E Size DN in. mm Type Dimensions A C E, E, F1 R in. mm in. mm in. mm in. I mm in. I mm Weight lb. I kg. to 21/2 65 007QT-FDA 331/s 841 63A 162 9'f16 230 75/16 186 83/4 222 155 70 t 21/2 65 007-NRS 33'/a 841 113/8 289 9'/16 230 75/16 186 83/4 222 155 70 tA*2'/2 65 007-OSY 33'/a 841 157/s 403 91/16 230 75/16 186 83/4 222 158 72 t• 3 80 007-QT-FDA 341/a 867 63/s 162 9'/16 230 79/16 192 83/4 222 155 70 t 3 80 007-NRS 341/a 867 123/4 324 9'h6 230 79/16 192 83/4 222 185 84 tA. 3 80 007-OSY 34'/e 867 18'/z 470 9'h6 230 79/16 192 83/4 222 185 84 Strainer Size M N Weight in. mm in. mm in. I mm Ibs kg. 211, 65 10 254 61h 165 28 13 3- 80 101/s 267 7 178 34 15 S Models only 2 CAPACITIES As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California lab tests. Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1/2" (15mm) 007QT bars psi , bars 8 12 .8 7 10 .7 5 8 .5 4 6 3 4 .4 1 2 .3 0 00 2 4 6 8 10 12gpm'1 AP 0 7.6 15.2 22.8 30.4 38 45.6 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps FLOW M M lti ttilitilit tittili psi 11/2" (40mm) 007M2QT 12 10 8 6 4 Ap0 10 20 30 40 50 60 70 80 90 100 110120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps FLOW bars psi 2" (50mm) 007M1QT 8 12 7 10 5 8 4 6 3 4 1 2 0 OF 0 25 50 75 100 125 150 175 200 gpm 0 95 190 285 380 475 570 665 760 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps FLOW 1" (25mm) 007M1QT bars psi bars 1.1 16 7 8 12 5 7 10 5 8 4 4 6 3 3 4 1 1 2 0 0 5 10 15 20 25 30 35 40 45 50 55 60 gpmAP01938577695114133152171190209228fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps FLOW 11/4" (32mm) 007M2QT bars psi * bars 1 14 .7 8 12 .5 7 10 ,4 5 8 .3 4 6 .1 3 4 0 1 2 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpmAP03876114152190228266304342380418456Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps FLOW 21/2" (65mm) 007 psi 10 8 6 4 2 0 0 25 50 75 100 125 150 175 200 225 250 gpm AP 0 95 190 285 380 475 570 665 760 855 950 fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps FLOW 3" (80mm) 007 psi 10 8 6 4 2 0 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm APO 95 190 285 380 475 570 665 760 855 950 1045 11401235 fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps FLOW Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts 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 Watts products previously or subsequently sold. BACKFLOW PREVENTION ASSEMBLIES Sizes in metric are DN equivalents. Fnr additinnal infnrmntinn sand fnr Catninn r:-Rpn 909/009 SERIES REDUCED PRESSURE ZONE BACKFLOW PREVENTERS For health hazard cross -connections and continuous pressure applications. 00fl' 9QTp 04 909QT4 1"- 2" 20 - 521/2" - 10" (65 - 250mm) (8 - 50mm) 709/007 SERIES DOUBLE CHECK VALVE ASSEMBLIES For non - health hazard cross -connections and continuous pressure applications. 709 007 007QT s O > FA O M I I— I O 21/2" - 10" (65 - 250mm) 21/2" - 3" (65 - 80mm) '/z" - 2" (15 - 50mm) 007/709 - 909 SERIES 7 SERIES/L7/Cu7 Series L7 Series Cu7 DA 709DCDA " 21/,'-10' 3"-10" (80.250mm) 250mm) 00 7 Series-'/ z"-1'/4" (15-32mm) 3/4" and1" '/z.-J. No. 7B - 3/4" (20mm) (20-25mm) (15-25mm) 007DCDA - 2", 21/2", 3" (50, 65, 80mm) For non - health hazard applications. For health hazard applications. DUAL CHECK VALVE BACKFLOW PREVENTERS DETECTOR ASSEMBLIES - For fire protection system supply mains. For non -health hazard applications. Residential system containment. 9D/9BD/ N9/NLF9 9BD-14"(10mm)FCT N9-1/4",'/r" A",'h" ( 8, 10mm) NPTM (8, 10mm) 288A/N388/188ASERIES 9D-'/z"' 1+" (15.20mm) r NLF9 ve (10mm) 188A 288A N388 1/ 4" _ 2" 1/4" - 3" /1" /9" 20-50mm) TE^(8-10mm) 8-80mm) Not forcontinuous8 pressure SPECIALTY BACKFLOW PREVENTERS WITH INTERMEDIATE ATMOSPHERIC VACUUM BREAKERS ATMOSPHERIC VENT For non - health hazard applications in small pipe sizes. Continuous pressure applications. For health hazard cross -connections not subject to continuous pressure - 6" above all downstream water. 800QT/008QT SERIES 80OM4QT 8/8A/8B/NF8/8C/S8/8P z" - 2" ( 15-50mm) 800MQT z" -' A" 0080T 8A/813 NF8 S8C 1/4" ( 20mm) HT 3/4" (20mm) HT 1/2" (15mm) 10-25mm) PRESSURE VACUUM BREAKERS / ANTI -SIPHON VACUUM BREAKERS For health hazard cross -connections. Continuous pressure applications - 12" above all downstream water. HOSE CONNECTION VACUUM BREAKERS For residential and industrial hose supply outlets not subject to continuous pressure. TEST KITS TK- DP Digital print out for all RPZ and DCVA backflow preventer models. 07S/07F SERIES No. 07S - 1" ( 25mm) 07F TK-DL Same as TK-DP with computer download. 000a TK-990 Hand held digital LCD test kit re Rom 4 10" a- 100.250mm) TK-99E Anti - parallax dial for all RPZ, DCV, PVP and SVB. TK-9A Analog differential gauge for all RPZ, DCV, PVB and SVB. _ _ DUAL CHECKS / SINGLE CHECKS FOR FIRE SPRINKLER SYSTEMS TK-7 Water column sight tube for Dual check and Double check valves. Series 07F detector check for automatic fire sprinkler systems No. 07S dual check backflow preventer for residential fire sprinkler system. 9943 A LEADER / N VALVE rECNNOLOG USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.wattsreg.com WATM Canada: 5435NorthServiceRd.. Burlington, ONT L7L 51-17; www.wattscda.com REGULATOR • g001 sill" 1674Wattslndustries.lnc.— Water Products Division - Safety & Control Valves CERTIFIED ES-007 0005-3 0 Watts Regulator Co., 1997 Printed in U.S.A. Y Type Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Pr®®® that the clapper clears the waterway i i for superior flow characteristics. The Central Model F18 SwingDescriptionCheckValvesaretestedtwice, air under water for consistent quality. The Central Model F18 Swing The Central Model F18 SwingCheckValvesaredesignedforCheckValvesareratedat200psi, general service to prevent backflow. non -shock for cold water service and The Central Model F18 Soft Seat have a soft rubber seat for tight shut - Swing Check Valves provide positive off under all operating conditions. shut-off under normal operating Mfg. Source: Non -Domestic) conditions. They are recommended for water service only. The Central Model F18 Swing Check Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The angle pattern design ensures Dimensions - Weights Size A B wt. Lbs. 1 /2" 2.23 1.71 56 3/4" 2.80 2.00 89 1"1 3.11 2.24 1.30 11/4" 3.77 2.65 1.75 1 1 /2" 4.37 3.13 2.53 2" 5.10 3.79 4.34 No. 14.5.0 Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Cap Bronze ASTM B-62 3 Disc Holder Brass Rod ASTM B-16 4 Hinge Pin Brass Rod ASTM B-16 5 Hinge Pin Plug Brass Rod ASTM B-16 6 Seat Disc NBR Commercial 7 Disc Washer Brass Plate ASTM B-16 8 1 Disc Nut Brass Rod ASTM B-16 1991 Central Sprinkler Company Printed in U.S.A. EENTRAL I® Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 2 Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model and style. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa 0.0689 bar 0.0703 kg/cm' 1 U.S. gallon = 3.785 dm3 3.785 liters Conversions are approximate. F 18.0 FIG. 22 HANGED FOR C. P V. C. PLASTIC PIPE SINGLE FASTENED STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function - Figure 22 is intended to perform as a hanger to support only C.P.V.C. piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. Figure 22 is not intended to support C.P.V.C. pipe from under a flat horizontal surface, such as a ceiling. For this type of installation use the Tolco Figure 23, Double Fastener Strap Hanger for C.P.V.C. Piping. Figure 22, when inverted, with the hanger tab downward, does not act as a hanger, but can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters_' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - Figure 22 incorporates features which protect the pipe and ease installation. The flared edge design* protects C.P.V.C. pipe from any rough surface. Figure 22 is easily attached to the building structure using the special hex head self threading screw" furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patent Pending Hardened hex head self threading screw is fur- nished with the product and is the minimum fas- tener size acceptable. C.P.V.C. PIPE SIZE A B C MAX HANGER SPACING Fr.) FASTENER HEX HEAD SIZE APPROX- WEIGHT PER 100 3/4 2-7/16 1-5/16 1-3/16 5-1/2 5/16 9 1 2-11/16 1-7/16 1-3/16 6 5/16 9 1-1/4 3-1/16 1-5/8 1-3/16 6-1/2 5/16 11 1-1/2 3-5/16 1-3/4 1-3/16 7 5/16 12 2 3 3/4 2-1/8 1-3/16 8 5/16 15 7 (hPLC10 36 INCORPORATED CORONA, CA - (909) 737-5599 FIG. 23 FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT I I I- Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt spec. Function - The Fig 23 and Fig 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam The Fig 23 and Fig 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - .Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13K and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design A I B C.P.V.C. PIPE SIZE FIG. 23 1 3/4 3-1 8 2 1-1/4 4-3/16 3 protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig 23 and Fig 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patents Pending Hardened hex head self threadingscrew is furnished with the product and is the minimum fastener size acceptable. C MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT 24 1 FIG. 23 FIG. 24 1 FIG. 23 FIG. 24 (FT.) SIZE PER 100 16 1-9/16 1-5/32 1 1-3/16 1-3/16 5-1/2 5/16 9 2 1-1/2 1 1-3/16 1-3/16 1 6-1 6 11 2 1 4-7/8 3-11/16 1 2-7/16 1-27/32 1 1.3/16 1-3/16 _ 8 _ 5/16 15 RFVISF.n 3/OA T®`c0 INCORPORATED CORONA, CA. (909)737S599 FIG. 22-C COMBINATION MANGER & RESTRAINER APPLICATION Size Range -- 3/4 thru 2 inch CYN.C. pipe Material - Carbon Steel, Pre -Galvanized., Function — Designed .to support a CPVC pipe away from from the corner of a beam. Approvals -- Underwriters' Laboratories Listed in the U.S. UL) and Canada (cUL) for use as a combination hanger restrainer. Order. By - Fig. #22-C application is composed of two standard Fig. 22 models - order two singles for each hanger restrainer application required. Note - Approved fastener into wood is furnished with the product. A fastener into light guage metal may be ordered seperatly. Minimum acceptable #10 X I" hardened self threading screw with 5/ 16" hex washer head. Important Installation Note The listed and approved application of the Fig. 22 in the hanger & restrainer detail shown, applies only to Tolco products and should not be confused with or used with any other manufacturers' products. C& 5/ r y RUBS t¢AM IR RM JOW Y l 5/r Wr NIA.GNATEC Detectable Underground Utility Marking Tape SPECIFICATIONS, TEST DATA, APPROVALS & COLOR CODE I. SPECIFICATIONS Consists of a minimum 5.0 mil (0.0050") overall thickness, with no less than a 35 gauge 0.00035") solid aluminum foil core. The foil must be visible from BOTH sides add the adhesives that bond the protective plastic jacket to both sides of the foil must be applied directly to the film and the foil layers with NO inks or printing extending to the edges of the tape. The adhesive will NOT contain any dilutants, pigments or contaminants and is specially formulated to resist degradation by elements normally encountered in the soil. All printing shall be encased to avoid ink rub-0ff. 11 H. TEST DATA PROPERTY METHOD VALUE Thickness ASTM D2103 5.0 mils Tensile Strength ASTM D882 28 lbs/in (5600psi) Elongation ASTM D882-75B 80% @ break Printability ASTM D2578 50 dynes/cm Flexibility ASTM D671-76 pliable hand Inks Mfg. Specs heat set Mylex Message Repeat Mfg. Specs every 20 inches Foil Mfg. Specs deadsoft/annealed Top Layer Mfg. Specs virgin PET Bottom Layer Mfg. Specs virgin LDPE Adhesives Mfg. Specs 30% solid l .5#/R Bond Strength Boiling H2O @ 100 C 5 hours w/ 0 peel Colors APWA code see below III. APPROVALS A. Department of Transportation, Materials Transportation Bureau, Office of Pipeline Safety USAS code for pressure piping B31.8 paragraph 192.321 (e). B. National Transportation Safety Board, Washington D.C., Special Study Prevention of Damage to Pipelines, Adopted June 7,1973 — Report NTSB-PSS-73-1. C. American Petroleum Institute (API), Recommended practice for marking buried liquid petroleum pipelines — API RP 1109. D. General Services Administration, Washington D.C., Public Buildings Service Guide Specification for Mechanical & Electrical Equipment —PBS 4-1501, Amendment 2, page 1501-14, paragraph 18, subparagraph 18.1, clause 18.1.1. E. Rural Electrification Authority (REA), U.S. Department ofAgriculture, Washington D.C., National Electrical Safety Code for Underground Construction for remote and immediate hazards. IV. COLOR CODE Safety Red — Electric power, distribution & transmission, and municipal electric systems. High visibility Safety Yellow — Gas & oil distribution & transmission dangerous materials, product & steam. Safety Alert Orange —Telephone and telegraph systems, police and fire communications, and cable television Safety Precaution Blue — Water system and slurry pipelines. Safety Green — Sanitary and storm sewer systems. J Safety Brown — Force main systems. Safety Purple — Reclaimed water lines and effluent re -use lines. j I L Construction Chemicals Product Data IBC ': 1di1:4 aal HM P.O. Box 21148 Tulsa, OK 74121 Hilti FS=ONE High Performance Intumescent Firestop - , A "state of the art" product which protects more than 95% of all typical firestop applications, with ratings up to four hours. Product Description FS-ONE High Performance Intumescent Firestop Sealant is a one -part, ready -to - use fire rated sealant designed for firestopping insulated and non -insulated steel, copper or EMT pipe, jacketed cables, cable bundles and plastic pipe penetrations in fire resistive construction. When cured, it forms a strong, flexible, noncombustible barrier which expands when exposed to heat, impeding the spread of flames, smoke and toxic gases through penetrations. Because FS-ONE is a water -based formulation, it is safe and easy to apply and cleans -up with water. FS-ONE has been tested by UL In accor- dance with UL 1479 and is fire -rated for up to 4 hours in numerous applications. Details can be found in the Hilti Firestop Inspection and Installation Manual and UL Fire Resistance Directory. Basic Uses: FS-ONE is specifically designed for insu- lated and non -insulated steel, copper or EMT pipe, jacketed cables, cable bundles, plastic pipe penetrations in fire resistive construction. It is also UL classified for these applications where the opening is lined with a steel sleeve, typically consid- ered a worst -case scenario, and top of wall construction joints. Limitations: FS-ONE should not be applied: When temperature of the product or penetration substrate is below 35°F or above 100°1= To building materials that bleed oils, plasticizers or solvents (e.g. impregnat- ed wood, oil based caulks, green or partially vulcanized rubber) Underwater In any penetrations other than those specifically described in the firestop applications drawings and installation instructions portion of this manual or the current UL Fire Resistance Directory. Composition and Materials: FS-ONE is a one -component, non-com- bustible, inorganic, moderately intumes- cent firestop sealant. It has the consisten- cy of a thick smooth paste. It is virtually odorless and contains no volatile solvents or halogen. Packaging: FS-ONE is conveniently packaged in stan- dard 10.1 fl.oz. (300 ml) cartridges and 5 gallon (19 0 pails. Color. FS-ONE is red for easy identification. Applicable Standards. FS-ONE is classified by Underwriters Laboratories Inc.® as a "Fill, Void or Cavity Material" for use in Through - Penetration Firestop Systems. Many different 1, 2, 3, and 4 hour rated systems were tested by UL in accordance with UL 1479, "Fire Tests of Through - Penetration Firestops" (the UL version of ASTM E-814). Specific details can be found in the Hifti Firestop Inspection and Installation Manual and current UL Fire Resistance Directory. FS-ONE has also been independently test- ed in accordance with ASTM E84-84a, Surface Burning Characteristics of Building Materials, which is similar to ANSI 2.5, NFPA 255, UBC 42-1, and UL-723. Complete test report is available upon request FILL, VOID OR CAVITY MATERIALS CLASSIFIED BY UNDEAWRrIERS LABORATORIES, INC. FOR USE IN THROUGH -PENETRATION FIRESTOP SYSTEMS ssrF SEE UL FIRE RESISTANCE DIRECTORY ssm, IV 66YT of Fa - C UL I FM APPROVED For Penetration Fire Stops. Consult the Factory Mutual Research Corporation Approval Guide. cn Tedvnical Data Typical properties of F5-ONE No Performance Inbxnes nt Frestop Sealant are belm non -sag, gun grade 24-11 min. SkmeEOve7r 3-6 min. Ternpernhxe min. 40'F. max. tt>D°F RA Cue approx. 14-21 days DensAiv t5 cm' Intumescent Activation`' F Volatile SOW% None Combustibility Nw4ornb ustible Surface Btrning Characteristics Plante Spread Index = U ASTM E84-91 a) Smoke Developed Index = 5 Maximum Service Tom nture VOT Approvals: rA0 Evaluation Service., Inc In • call far details call wda State Fire Marshal In progress; caN for details City of New York In MoWess; call for detab city of Los Angeles In progress; call for details Installation 1. Before handling, read product and material safety data sheets for detailed use and health information. Also consult the firestop application drawings and installation instruc- bons portion of this manual or the current UL Pre Resistance Directory for specific installation details. For industrial use only. 2. Application temperature of the substrate must be at least 40°f Remove all loose dirt, dust, oil and any other foreign sub- stances that would impair adhesion to the penetrating items, adiacent surfaces and penetration opening. 4. Install the prescribed backing material, R requirede.g. CF 124 Foam, backer rod, -mineral wool). 5. Apply FS-ONE to the required -depth, making sure the sealant contacts all surfaces to provide the greatest adhesion. 6. Using a putty knife or equivalent, tool the sealant immedi- ately to push it in place and provide a smooth, neat finish. 7. Clean all tools and equipment with water immediately after work has been completed. 8. Leave completed seal undisturbed for at feast 48 hours. Precautions: Before handling, read the Material Safety Data Sheet. Wear appropriate gloves and safety goggles. In case of contact with eyes, flush eyes with water immediately and consult a physi- cian. In case of contact with skin, remove FS-ONE with a dry cloth and then wash skin thoroughly with soap and water_ Consult a physician if skin irritation develops. Do not use sol- vents to remove sealant from skin. if swallowed, DO NOT induce vomiting, 'seek immediate medical attention. Storage and Shelf Life: When stored between 50OF and 100°F in original, unopened containers, FS ONE has a minimum shelf life of 1 year from the date of manufacture. Protect from freezing. The expiration date is stamped on each container. Tect ical Services Your local Hilti representative, together with the Customer Service Department and qualified technical staff, can provide you with the service you need, including product demonstra- tions, on -site applicator training and educational seminars. For assistance, call 14800-879-8000. GuaranteelWarr2 ft Sellers Hilti, Inc. and Hiiti_Construction Chemicals, Inc. warrant that all products supplied hereunder will be free of defects in material and workmanship. Seller's obligation under this war- ranty shall be limited to refund of purchase price or, at Seller'soption, replacement or repair of the defective products. Sellers must be noted of all claims of defect within one year of deliv- ery by Sellers; absence of such written claim during this periodshallconstituteawaiverofallclaimswithregardtosuch product. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MER- CHANTABILirTY AND FITNESS FOR A PARTICULAR PUR- POSE. Sellers shall in no event be liable for special, incidental, consequential, or other damages arising out of the sale, use, or inability to use the product. Simplicity cocfldence value 1 _80ag79-MW Construction Chemicals Product Data P.O. Box 21148 Tulsa, OK 74121 Hilti FSmONE High Performance Intumescent Firestop Sealant A "state of the art" product which protects more than 95% of all typical firestop applications, with ratings up to four hours. Product Description FS-ONE High Performance Intumescent Firestop Sealant is a one -part, ready -to - use fire rated sealant designed for firestopping insulated and non -insulated steel, copper or EMT pipe, jacketed cables, cable bundles and plastic pipe penetrations in fire resistive construction. When cured, it forms a strong, flexible, noncombustible barrier which expands when exposed to heat, impeding the spread of flames, smoke and toxic gases through penetrations. Because FS-ONE is a water -based formulation, it is safe and easy to apply and cleans -up with water. FS-ONE has been tested by UL in accor- dance with UL 1479 and is fine -rated for up to 4 hours in numerous applications. Details can be found in the Hilti Firestop Inspection and Installation Manual and UL Fire Resistance Directory. Basic Uses: FS-ONE is specifically designed for insu- lated and non -insulated steel, copper or EMT pipe, jacketed cables, cable bundles, plastic pipe penetrations in fire resistive construction. It is also UL classified for these applications where the opening is lined with a steel sleeve, typically consid- ered a worst -case scenario, and top of wall construction joints. Limitations: FS-ONE should not be applied: When temperature of the product or penetration substrate is below 35°F or above 100°F To building materials that bleed oils, plasticizers or solvents (e.g. impregnat- ed wood, oil based caulks, green or partially vulcanized rubber) Underwater In any penetrations other than those specifically described in the firestop applications drawings and installation instructions portion of this manual or the current UL Fire Resistance Directory. Composition and Materials: FS-ONE is a one -component, non-com- bustible, inorganic, moderately intumes- cent firestop sealant. It has the consisten- cy of a thick smooth paste. It is virtually odorless and contains no volatile solvents or halogen. Packaging: FS-ONE is conveniently packaged in stan- dard 10.1 fl.oz. (300 ml) cartridges and 5 gallon (19 1) pails. Color. FS-ONE is red for easy identification. Applicable Standards: FS-ONE is classed by Underwriters Laboratories Inc.® as a "Fill, Void or Cavity Material" for use in Through - Penetration Firestop Systems. Many different 1, 2, 3, and 4 hour rated systems were tested by UL in accordance with UL 1479, "Fire Tests of Through - Penetration Firestops" (the UL version of ASTM E-814). Specific details can be found in the Hilti Firestop Inspection and Installation Manual and current UL Fire Resistance Directory. FS-ONE has also been independently test- ed in accordance with ASTM E84-84a, Surface Burning Characteristics of Building Materiais, which is similar to ANSI 2.5, NFPA 255, UBC 42-1, and UL-723. Complete test report is available upon request FILL. VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. FOR USE IN THR(XJC i-PENETRATION FIRESTOP SYSTEMS ssrf SEE UL FIRE RESISTANCE DIRECTORY 581 c a Fa 66Y7 0 Fa UL c .L F APPROVED For Penetration Fire Stops. Consult the Factory Mutual Research Corporation Approval Guide. c11P TedukA Datx typical properties of MONE K0 Puform oe Inhltnescent Frestop Sealant are no gun grade VVONM TKAe 20-1) min. Skin Oren Time 3-6 min. Appficaf3on Temperahxa min. 401E max.1WF Fuil Cure 14-2t days tb cm' Activation 300°.W F nts None ityVE84-9i Noncanixrstibke ing Characteristics 9ta) Flame spread Index = 0 Smoke Developed Index = 5 ervice Temperature 120°f Approvals: ICI Evaluation Service, inc. to call for details Calibmia state Fire Marshal In progress: call for details City of Neer York City of Los Angeles In progress: call for details In progress; an for details installation 1. Before handling, read product and material safety data sheets for detailed use and health Information. Also consult the firestop application drawings and installation instruc- tions portion of this manual or the current UL Fire Resistance Directory for specific installation details. For industrial use only. 2. Application temperature of the substrate must be at least 40°F Remove all loose dirt, dust, oil and any other foreign sub- stances that would impair adhesion to the penetrating items, adjacent surfaces and penetration opening. 4. Install the prescribed backing material, rf requirede.g. CF 124 Foam, backer rod, -mineral wool). 5. Apply FS-ONE to the required-depth,.rriaking sure the sealant contacts all surfaces to provide the greatest adhesion. 6. Using a putty knife or equivalent, tool the sealant immedi- ately to push it in place and provide a smooth, neat finish. 7. Clean all tools and equipment with water immediately after work has been completed. 8. Leave completed seal undisturbed for at least 48 hours. Precautions: Before handling, read the Material Safety Data Sheet. Wear appropriate gloves and safety goggles. In case of contact with eyes, flush eyes with water immediately and consult a physi- cian. In case of contact with skin, remove FS-ONE with a dry cloth and then wash skin thoroughly with soap and water_ Consult a physician if skin irritation develops. Do not use sol- vents to remove sealant from skin. If swallowed, DO NOT induce vomiting, 'seek immediate medical attention. Storage and Shelf Life: When stored between 5WF and 100OF in original, unopened containers, FS ONE has a minimum shelf life of 1 year from the date of manufacture. Protect from freezing. The expiration date is stamped on each container. Technical Services Your local HIM representative, together with the Customer Service Department and qualified technical staff, can provide you with the service you need, including product demonstra- tions, on -site applicator training and educational seminars. For assistance, call 1-800-879-8000• Guarantee/Warranty Sellers Hitti, Inc.- and Hiiti Construction Chemicals, Inc. warrant that all products supplied hereunder will be free of defects in material and workmanship. Seller's obligation under this war- ranty shall be limited to refund of purchase price or, at Seller's option, replacement or repair of the defective products. Sellers must be notified of all claims of defect within one year of deliv- ery by Sellers; absence of such written claim during this period shall constitute a waiver of all claims with regard to such product. THE FOREGOING WARRANTY IS IN LiEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MER- CHANTABILiITY AND FITNESS FOR A PARTICULAR PUR- POSE. Sellers shall in no event be liable for special, incidental, consequential, or other damages arising out of the sale, use, or inability to use the product Simplicity Confidence 53 Value 1-W",19-8000 MSDS No.: 259 Revision No.: 008 Date: 05/ 19/99 Page: 1 of 2 MATERIAL SAFETY DATA SHEET HILTI, INC.: P.O. Box 21148, Tulsa, OK 74121; Ph: 1 800 879 6000; Emergency No.: 1 800 879 4444 PRODUCT NAME: FS-ONE High Performance Intumescent Firestop Sealant DESCRIPTION: One -part acrylic -based sealant For: WAYNE AUTO FIRE SPK/+ P.O. No. 115170 222 CAPITAL CT OCOEE, FL 34761-3019 iiETS Ingredients: CAS Number: PEL: TLV: STEL: Calcium carbonate 01317-65-3 5 mg/m3 (T) 10 mg/m3 (T) NE Ammonium polyphosphate 68333-79-9 NE NE NE Boron trioxide 01303-86-2 15 mg/m3 (R) 10 mg/m3 NE Alkylphenolethersulfate, sodium salt 69011-84-3 NE NE NE Talc 14807-96-6 20 mppcf 2 mg/m3 NE Zinc oxide 01314-13-2 5 mg/m3 (T) 10 mg/m3 NE Expandable graphite 12777-87-6 5 mg/m3 (T) 2 mg/m3 (T) NE Ethylene glycol 00107-21-1 NE C:100 mg/m3 (A) NE Polybutene 09003-29-6 NE NE NE Iron oxide 01309-37-1 10 mg/m3 5 mg/m3 NE Glass filament 65997-17-3 NE 5 mg/m3 (T) NE Silicon dioxide 14808-60-7 0.05 mg/m3 m 0.1 mg/m3 (T) NE Abbreviations: PEL . OSHA Permissible Exposure Limit. TLV . ACGIH Threshold Limit Value. C = Ceiling. STEL = Short Term Exposure limit. NE . None Established. NA - Not Applicable. (T) indicates "as total dust". (R) indicates "as respirable fraction". (A) indicates "as an aerosol'. mppcf - million particles per cubic foot. Red paste, Odorless. Not determined. 1Cn';:':'.:1>H'tl.::::>:,;:_::;::;;:::;;::;:: 23mbar @ 20C / 68F1' Not applicablelicable None. Not applicable. <1ti...' iKEifill!?.;:::;:>;;:<:;::<:;:<;:::>::;: Soluble. 1.5 Not determined. Non-flammable. Ilijritj[(siiiE11;':.» <>' Not applicable. Not applicable. Use extinguishing media as appropriate for surrounding fire. None known. Use a self-contained breathing apparatus when fighting fires involving chemicals. None known. Thermal decomposition products can be formed. Stable. #>1 Strong acids, peroxides, and oxidizing agents. Thermal decomposition can yield CO and CO2. None known. Will not occur. HILTI 8 is a registered trademark of Hifti Corp. Dermal. Eye and skin conditions. Immediately flush with plenty of water. Call a physician if symptoms occur. Immediately wipe off material and wash with soap and water. Material can adhere to the skin. If material has adhered to the skin, use an abrasive containing hand cleaner. If material does not come off, buff with a pumice stone. Move victim to fresh air if discomfort develops. Call a physician if symptoms persist. Seek medical attention. Do not induce vomiting unless directed by a physician. Never giveanythingbymouthtoanunconsciousperson. Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. General (natural or mechanically induced fresh air movements). Not required, however, safety glasses should be wom in most industrial settings. Avoid skin contact. Cloth gloves are suitable for hand protection. None normally required. Where ventilation is inadequate to control vapors, use a NIOSH- approved respirator with organic vapor cartridges. Never enter a confined space without an appropriate air -supplied respirator. Store in a cool, dry area preferably between 500 and 100E F. Keep from freezing. Do not store in direct sunlight. Avoid contact with the eyes or skin. Practice good by iene; i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach of children. Follow label/use instructions. Immediately wipe away spilled material before it hardens. Place in a container for properdisposalinaccordancewithallapplicablelocal, state, or federal requirements. This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. Health 1, Flammability 0, Reactivity 0, PPE B Not regulated. Chemical components listed on TSCA inventory. This product contains 1-5% ethylene glycol (CAS 107-21-1) and 1-5% zinc oxide (re: Zinc compounds) which are subject to reporting under Section 313 of SARA Title III (40 CFR Part372). Not regulated by EPA as a hazardous waste. Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. 1 800 879 8000 T cl0lit„> 13A ifJG : » <: ... V.: < 1 800 879 8000 1 800 879 4444 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 259, Page 2 of 2 BELLS9,P0TTER,.,,PBA-AC & PBD-DC Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road - P.O. Box 28480 55 Glen Cameron Road St. Louis, MO 63146-4161 Thornhill, Ontario, Canada L3T 1 P2 314) 878-4321 • (800) 325-3936 (905) 882-1833 UL LISTED, FM APPROVED Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 40° to 150°F (40° to 66°C) Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT MAX.) TYPICAL dB AT 10 FT. (3m) 2) MINIMUM dB AT 10 FT. (3m) 1) 6 (150) 12VDC PBD126 1706012 12A 85 76 8 (200) 12VDC PBD128 1708012 12A 90 76 10 (250) 12VDC PBD1210 1710012 12A 92 76 6 (150) 24VDC PBD246 1706024 06A 87 76 8 (200) 24VDC PBD248 1708024 06A 91 79 10 (250) 24VDC PBD2410 1710024 06A 94 79 6(150) 24VAC PBA246 1806024 17A 91 76 8 (200) 24VAC PBA248 1808024 17A 94 76 10 (250) 24VAC PSA2410 1810024 17A 94 76 6(150) 120VAC PBA1206 1806120 05A 92 82 8(200) 120VAC PBA1208 1808120 05A 99 82 10(250) 120VAC PBA12010 1810120 05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laborato- ries as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001 - REV N PAGE 1 OF 2 MFG. #5400776 - 11/95 BELLS5,POTTFR PBA-AC & PBD-DC DIMENSIONS INCHES (mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE i41PA FIG. 3 WIRING (REAR VIEW) G.C. EELLS (C!E` EP'"/E FELLS FED ilPl! PED WHITE (INS WHITE (OUT) FROM CONTP.OL P,: JEL i - TC raE%r BELL FROM CONTROL PANEL F< Ooo nP, EIID-OF-LVIE nP I PRECEDING BELL I PESISTOP PRECEDING BELL •, , c cBLAGF: 11PI) ELACF, 1•UT BL-GK ilPl) BLACK (GUT) 00 0 TIQ1 :-J TUAPI: vHEII ELECTFIC.-L SUFEP'n_iOhl 1= PE--UIPED 1H H .ND :gut LE -.DE. .Hsi;n. %"HEh ELECTRICAL _uRER;GIOrI FS F_.1QFED USE u; -UO OUT LEADS -.= SHC:VN. TOTES: 1. OESERVE POLARITY TO RING D.C. FELLS. FEE' 1JRES POSITIVE (+) 3. ELhQi NIFES NEGATIVE NOTE_: I. ';VHEN USING :. BELLS, TEFU11H=,TE E CH E:':TF.=. YflRE SEP-FI+TELY AFTER LAST BELL. 2. END -OF -LINE RESIST?F IS rb=T FEOUIF.ED OI,I 41.C. FELLS. INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2.4m) from the floor or as close to the ceiling as possible. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV N PAGE 2 OF 2 MFG. #5400776 - 11/95 Sprinkler Head Ca Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product wl p Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on -site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on -site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either %2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non -domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5' high x 7%' long x 2%" deep 6 head - 5' high x 14" long x 3%" deep 12 head - 5" high x 143/4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. 12 head - 4 lbs. t q No. 28-6.0 f . • ,; I 1. Central's Sprinkler Head Cabinet is designed with two %s' diameter holes forwall -mounting or direct attachment to the system riser with a strap -type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under 300 6 300-1000 12 over 1000 24 The Cabinets are designed to accept both f" and %" N.P.T. threaded sprinklers. For !" N.P.T. sprinklers, leave the removable knockout in the hole. For YV N._P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a N.P.T. sprinkler. 1994 Central Sprinkler Company Printed in U.S.A. The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100°F/380C. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the appropriate type must be included in the Cabinet. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Hd.Cab.2 77, Qs 5 e1aar` taw '#' ' 4t k E s LC tl A 't IS I T , v"a?`' ' v€F" ..,' 4 a ;: `F.° >rur i ^" `.•s( °r d.'+.',' wrx ,4° 'rw .`.z,°"Mva`. 3' .y°i , r b`w... wE . 4 Cr,'.. w 7 -rrt^" P". ial sr„< a-` e 5amJ1'i . ,w rkJo or e 11 COI NfDS L WEn s RUTTER F LYE LV ES a A40, re e kj -_ i„ > fJ; F n r ' a a . s ,.. r . i { 'a g 3 - A C Q ry NCO rayxb wk Sa. i '" F >,- •' Jk y^ il* a t-:iR: .:sZit fi} y9,, "' 3 I t7Ift r g t'`° "` x - , . ; °, ` R y4 ..b• Mt` It 41 Stg ; sy ^ A,e a 3- A, rW ,°• - Fl`y w .' Y- M1S i#?;'vy"'w. s-Alt'.sW '•,t.`, j s y a P''m - r -` °a Tf4 e, 't ' d ,, ., y s r v,,. ,+ .° r '- " a x` ti „,Fg •''A'7 r " °--„( .r; " - a w » ;. yr+Y 2v ' +',',( 3',3" F ,;"}a +.R n _F. 5,, . i qa' 9 r ur wF+ r ti; 142trA..-. '"'"'Fr, ru a°.YB'?yam RC4 f -e y, . h fe rd tf . £' x J V%lx p. °" ...r„',a -'..= a` R.., -` .} 5ay ire t _' 'b` a r. 'w 4,t: s ° ,. tmMt',}, }` 01 r ", ,+ . F _, 1 §s'+.•- .' ;; d ,, ' 4.* . x e `-x ,Y '§'"xn' SPECIFICATIONS FOR SLOW CLOSE 11 SLOW CLOSE BUTTERBALL SUPERVISORY TAMPER SWITCH VALVE ASSEMBLIES KITS AND BUILT-IN ASSEMBLIES PATENTED PATENTED 1. Provides slow opening and closing properties in a quarter -turn valve. The purpose is to eliminate hydraulic shock and water hammer in fire protec- tion and other liquid systems. 2. Economically replaces cumbersome O.S.& Y. gate valves. 3. Compact, lightweight manual operator has scotch yoke design & visual position indicator. Close cou- pled for positive direct drive 4. Available with or without a built-in supervisory tam- per switch. 5. UUFM rated at 175 psi. Also available at 350 psi with N.Y.C. B.S.A. approval. Approved UDC I Listed tzaziir ( For use with fire protection sprinkler systems. 175 psi. Approved by the New York City Board of Stds. & Appeals under Calendar No. 996-81-SM, for both 175 and 350 psi. 1. Available factory assembled or as a separate kit for field assembly. 2 When mounted on the BB-SC100 Slow Close valves and wired up, the switch signals any move- ment of the valve disc from the full open position. It also signals any tampering with the switch. 3. Supervisory control can be monitored at either one or two locations because it houses two prewired S. P. D.T. micro switches. 4. If a tamper switch that can only be monitored at one location is required, consult factory. 5. Switch Rating: 10 Amps/ 115 VAC - 60 H2 0.5 Amps / 28 VDC 6. Wire leads are 24" long. Consult factory for spe- cial lengths. y 7. See back page of this spec sheet for installation instructions. MODEL DESCRIPTION S17FS BB-SC100 Valve Less Switch UUFM 175 psi — Threaded Ends NYC BSA 1", 1 1/4", 1 Vh", BB-SCS02 Valve With Switch 2112 1/2„ ApprovedBBVSC100 Valve Less Switch UUFM BBVSCS02 Valve With Switch 175 psi —Grooved Ends NYC BSA 2", 2 1/2" Approved BBHSC100 Valve Less Switch NYC BSA 350psi —Threaded Ends 1", 1 1/4", 1 %2", BBHSCS02 Valve With Switch Approved 2",, 2 1/z" BVHSC1b0 BVHSCS02 Valve Less Switch Valve With Switch 350 psi — Grooved Ends NYC BSA Approved 2„ 2 1/2„ BB- SCK02 Supervisory Tamper Switch Fits All Valves MILWAUKEE VALVE COMPANY 2375 South Burrell Street Milwaukee, Wisconsin 53207 Valves built to take it... since 1901 OU ttem'4ball BUTTERFLY VALVES VALVES LESS TAMPER SWITCH BB-SC100 (Threaded Ends) BBVSC100 (Grooved Ends) Sizes: 1 ; 11/4 1 11/2 2'; 21/2 " . Sizes: 21, 21/2 " VALVES WITH BUILT-IN TAMPER SWITCH THREADED ENDS BB-SCS02 (Valve w/Tamper Switch) DIMENSIONS INCHES SIZE 1 11/. 11/2 2 21/2 A 2 1/8 2 5/8 2 7/8 31/4 41/8 B 5 1/16 5 13/32 5 21/32 6 1/8 6 3/8 Ci 1 9/16 1 15/16 2 3/16 2 3/4 3 5/16 D 1 1 23/32 2 1/8 2 3/8 3 1/16 3 1/2 E 15/16 15/16 IF 5/8 5/8 G 41/2 41/2 H 2 3/8 2 7/8 W 13/16 11 1/4 1 1/2 1 7/16 1 2 1/4 La 2.25' 2.50' 3.25' 1 4.5' 1 10.0' W — is the wrench make-up length. GROOVED ENDS BBVSCS02 (Valve w/Tamper Switch) MATERIAL LIST NO. PART MATERIAL SPECIFICATION 1 Indicator Sintered Iron F0008P 2 Housing Bronze ASTM 584 3 Body Bronze ASTM 584 4 1 Handle Brass 5 Disc Stain. StI. Type 304 6 Disc Seal EPDM Elastomer 7 Switch Housing Die Cast Aluminum La — is flow resistance expressed in equivalent length of schedule 40 pipe. MILWAUKEE VALVE COMPANY 2375 South Burrell Street . Milwaukee, Wisconsin 53207 ValvPc hiout to take it._.Rinen 1QM VALVE AND TAMPER SWITCH INSTALLATION INSTALLATION — USA A. The BBSC can be installed in any orientation in a BB -SC WITHOUT A TAMPER SWITCH piping system using standard National Pipe Threads. Wrench should be used to hex on the end of valve being threaded to pipe. Pipe sealants should be used sparingly. _ B. The BB-SCK02 switch can be easily mounted on the valve in the field. (See special installation instruction sheet provided with every switch kit.) C. If only one micro switch is required, simply tuck the second 3 wire lead set back into the supervisory control housing. D. Make electrical connections in accordance with local codes. INSTALLATION — (For Underwriters' Laboratories OF CANADA) A. Installation must provide upright orientation of valve. B. Electrical connections as follows: "Bonding and grounding to be in compliance with the requirements of the Canadian Electrical Code Part 1." C. Conduit: The insertion depth of the threaded conduit must not exceed 1/8" into the supervisory switch housing, and the threaded conduit must fit tightly onto the switch. INSTALLATION FOR NEW YORK CITY VALVES N.Y.C. special valves have a large Flow Indicator which points in the direction of the valve disc, indicating open or closed. The valve should be installed in a position where the indicator is readily visible. BB-SCS WITH INTEGRAL TAMPER SWITCH NOTE: DETAILED INSTALLATION INSTRUCTION SHEETS ARE PROVIDED WITH EACH VALVE. WIRING DIAGRAM Black Red White SWITCH POSITION WITH VALVE FULL OPEN TO CHANGE WIRING FROM NORMAL OPEN TO NORMAL CLOSED, REVERSE RED AND BLACK. C-7 SUPERVISORY 1/2" ELECTRICAL TAMPER CONDUIT SWITCH UL LISTED JUNCTION BOX M I LWAU KEE VALVE COMPANY Valves built to take it ... since 1901 2375 South Burrell Street • Milwaukee, Wisconsin 53207-1519 - TolcnVnnc• Arco (:nAo d1d17M_F9d0 • TPIPY 9_AQA.']7 • Fay Nn /did\ 7dd-rAA0 imq WFLUSH ...-NONWRAT9D ACCESS: -PANELS WSTFM flush access panels are available with three frame types for a variety of applications. The vvvrdefrarnecanbeusedinanyaWC=,_ For ooncWffmnt, Nystrom offers drywall bead or plaster bead fiwnes.= will allow finish material to be applied, 1exhV only the door apposed: THE STANDARD MEDIUM SECURITY gauge .07Door. 14 5.ii-..--900ftim'thd4 cold rolled steel: Door. 12gau'ge''(1*05.2.1367mmit'" hick) cold rolled steel Frame: 16 gauge .(OW,,cold roiled steel Frame: 12rgauge (.105',-2.667mm thlcl cold rowed steel Hinge:: Concealed Spring pin hinge (opens to 1751 Hinge: 'Concealed continuous . piano hinge Latch: Screwdriver. cam latches Latch't Pinned -alien head cam latches Finish: Phosphate. 00 * d cweo .peFinish: Phosphate dipped and prime coated SELECT YOUR MODEL 1. Select the door and frame s* from the opposite page - these, are the first two digits in the pan code. 2. Select the latch or loce from the chart below— this is the #wd digit in.the W code. Seepage 15 for more deta LATCH/ LOCK N series M series SC.* Ywdmw. operated.cam latch- standard L Key aerated ojfinder lock 6 N/A P Fwred alien head security cam latch 3/latch standard M Mortise pmparation-see pages 15-16 for details 20 4$20 cylinder sdd separately) 3. Select a starxJard'sbehorn the chart below stock sizes ace shown in *W. lkw are the next four digits in the pad code (ex. NTL1 212). Custorn wes mjable foranadditionalcharge, Cal us for a quote. QUICK AND PRICING — CALL US FOR QUANTITY DISCOUNTS! NONAWRI MEDIUM SEMM Flint . Flush Fksh Flush Flush Rush Numb6r*f Xasboes Waftmd PlasterPlasterAlSurkms.. Waftod Plaster latches Wdb,lXH6* WkithxHaUt WC NWC NPC Am BW W 152 x 152 06-x 06 254x* 254" 305x. 457-w.: 356 x 356- 406 x 508 16X20 A610'.' s: 22 x22* 6110x610 24 x24 610X914, 24 x 36 813 x 813 39 x 32 1 914" XI219 36 x 48 Alf access panels are hinged on the 36" or *w.* ALL PRICING INCLUDES FREIGHT IN CONTINENTAL UNITED STATES Please see pages 15-16 for spedalaption& ww. w _ny;ptr.orn.c CALL 800-547-26.35 * FAX 906:3-14-4111070 For sprinkler systems & devices Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product_ e, T", Central's Identification Signs are designed to provide information to the end user about the sprinkler system and it's components. They are available with a variety of wording combinations to meet the signing requirements of NFPA 13. The five basic types of signs are as follows: Type A - Control Valve Sign Type B - Multi -purpose Text Signs Type C - Cold Weather Sign Type D - Fire Alarm Sign Type E - Hydraulic Calculation Sign The Signs are constructed of 18 gauge steel or aluminum with a porcelain enamel or printed mylar facing respectively. The signs have corner holes or slots for easy attach- ment in the field. Sign Type B is available with the following text options: Air control Air control valve Air line Alarm test Alarm line Antifreeze system Auxiliary drain Control Control valve Drain Drain valve Entire system From city main In this building In this section Inspectors test Main control Main drain Open sprinkler control Open sprinkler drain Test valve Triangular main drain Water motor Water motor line Model: Sign Style: Flat, rectangular Standard Finish: porcelain or mylar Size: Type A - 9" x 7" Type B - 6" x 2" Type C - 7'/" x 1'/4" Type D - 9" x 7" Type E-5"x7" Weight: Type A - 4.5 oz. Type B - 0.5 oz. Type C - 2.0 oz. Type D - 4.0 oz. Type E - 1.5 oz. The Identification Signs are pro- vided with %e" diameter or larger holes or slots) in the corners for easy attachment using standard hardware chain, wire, plastic lock ties, or light gauge metal strap (not included). No. 28-9.0 Sign - Type A The blank spaces on this sign may be utilized to provide message flexibility. Simply add combinations of sign Type B and Type C as desired. Sign - Type B AUXILIARY DRAIN Sign - Type C FRONT BACK 1995 Central Sprinkler Company Printed in U.S.A. Sign - Type E Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information When placing an order, indicate the full product name. Please specify the quantity and type. Hardware for hanging is not supplied with the Sign. It must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Signs.1 FI SWIVEL CONNECTION Rigid female (NPT) x swivel female (NST), with pin lugs. Size: 21/2' x 21/2" Finish: Cast, Polished & Polished Chrome, Brass SWIVEL CONNECTION Rigid hexagon male (NPT) x swivel female (NST), with pin lugs. Size:1'/2" x 11/2" & 2'/2" x 21/2" Finish: Cast & Polished Brass 2Vi ONLY FEMALE TO MALE CONNECTION Female NPT x Male NST hose thread. Size: 21/2" x 21/2" Finish: Polished Brass t FF,,)fI, ,