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HomeMy WebLinkAbout10-10029 CITY OF ZEPHYRHILLS V 5335 - 8TH STREET (813)780 -0020 10029 FIRE SPRINKLER SYSTEM PERMIT a m fi li t 7:7,14,41? Ads; s Permit Number: 10029 Address: 38410 6TH AVE Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE - SPRINKLER SYS Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: Improv. Cost: 27,850.00 t use Date Issued: 2/01/2010 Name: ZEPHYRHILLS FIRE DEPT. Total Fees: 305.00 Address: 38410 6TH AVE Amount Paid: . Lc) a:c ZEPHYRHILLS, FL. 33542 Date Paid: Phone: Work Desc: INSTALLATION OF FIRE SPRINKLER- FIRE STATION FEE WAIVED PER FM ' �. tom` , . - P . - --• I.N L FIR L - Y 50.00 - IN I• 155.00 FIRE PLAN REVIEW FEES 100.00 Cm &eo ceD (PO 1. - -._ U• "1 FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." %.- 7 ! CON RACTOR SIGNATURE : a 1 IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813 - 780 -0041 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10029 :FIRE SPRINKLER SYSTEM PERMIT Permit Number: 10029 Address: a 6 6TH AVE Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE - SPRINKLER SYS Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: Improv. Cost: 27,85 A .u o.._ Date Issued: V Name: ZEPHYRHILLS FIRE DEPT. Total Fees: 305.00 � Address: 38410 6TH AVE Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: Work Desc: INSTALLATION OF FIRE SPRINKLER- FIRE STATION FEE WAIVED PER FM ` ( '.' , 8 3 S ?� 9 _ �.° ' % m, @ x i +` • r, . �` E' I - -- I KL ' Y 50.00 IN - I1 155.00 FIRE PLAN REVIEW FEES 100.00 , FI - - `�_ t $cs i t FIRE ACCEPTANCE Final 0 i/UNA 10 c 3 Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." �.�i CONTRACTOR SIGNATURE 1 : IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813- 780 -0041 813-780 -0020 City of Zephyrhills Fire -g I [ (, 4 Fax -813- 780 -0021 Permit Application le )Z Received 1 1 9 Z% C� Phone Contact for Permit 18) 3 11 S' 7 1 '1'60-71 Owner's Name {�J .. � � �aa��€r tea.. �..��^���� ��.�4�d�.•. .:«� .�,... . s. ,,. .� ., " �...�- M� . �,. .m, ....z.. � .,...��.. r (i L `- " F �� '(1 i N( Owner's Phone Number 1 1 l Owner's Address '6 1© C I A(2 2 t-'7 i ceP I -i I L4 Z 17 Z - 2_, Fee Simple Titleholder Name Titleholder Phone Number Fee Simple Titleholder Address :z:, C,C.�. u, ..c, »naiWirSHA,i' ::;S°I;, d'"TMPSOM MVAPPWR' .:r, A . ... ; MONS r.g 2,,, e';& stg, NERMEC ,MMPEMet.. ,.. ""''. '"s' ai',d+,imi€ omali ..._ g,E itii atilt Job Address Lot # Sub Division Parcel # . mom x z:L...:. mAmi mo- 4,,i, .. 4wmmoet u•. r�,�.� . "u Y" a ar ats w ..ci ":.m" ouar g. ..R' .,nzaeram mRc..: Y ".€ t'Rm:a..... t: a4aosga .:' milt, emmm . rwswa'd' ;}S.. ww.vaty El Bio- Hazard Waste Storage - ANNUAL I I Fumigation Tent I Comm Exhaust Kitchen Hood /Duct I I Hazardous Material (Tier II or RQ Facility) ANNUAL I I Controlled Bum n Hood Installation I I Emergency Generator < 30 kw I I LP /Natural Gas - Installation I - ) Emergency Generator > 30 kw I I LP /Natural Gas - ANNUAL Sale I Fire Protection Maintenance - ANNUAL I Places of Assembly- ANNUAL lUtrly1 'Sem i Other Sprinkler n ❑ ❑ ❑ I Recreational Bum y� Fire Alarm 71 ID 0 ID 1 n Sparklers Y' e 6.. Hood Cleaning n ❑ ❑ ❑ I 1 I , Sprinkler System Installations Hood Suppression Ej ❑ ❑ ❑ I I El Standpipes (Sprinkler Sys) I — I Fire Alarm Installation I Torch Roofing/Tar Kettle I Fire Pumps I Waste Tire Storage ANNUAL I Fire Works Flammable Application- ANNUAL I Z 7 2 an , o ©I Valuation of Project Fuel Tanks 0 Other: I I Contractor Company .fit `� / N i Signature LJ / /4� Registered Y / N C r ' Fee Current Y / N Address 13t'4 E Pz+j - Aue_` ozvs, FL 33C,(A. License # I ELECTRICIAN Company I Signature Registered Y / N j Fee Current 1 Y/ N J Address I I License # I PLUMBER Company I Signature Registered Y/ N I Fee Current I Y/ N 1 Address I I License # I I MECHANICAL Company I Signature Registered Y/ N I Fee Current I Y/ N I Address I I License # I I OTHER Company I Signature Registered Y/ N I Fee Current I Y/ N I Address 1 License # J Directions: Fill out application completely. Owner & Contractor sign back of application, notarized (Or, copy of signed contract with owner) If over $2500, a Notice of Commencement is required (Mechanical work over $5000) Supply two (2) sets of drawings with applicable documentation Allow 10 -14 days for review after submittal date. Parcel # - obtained from Property Tax Notice (http: / /appraiser.pascogov.com) NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject',to" "deed "restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for:compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired :a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may :apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. CONSTRUCTION LIEN LAW (Chapter713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR • it Subscribed and swom to (or affirmed) before me this Subscribed and 'gym t• or affirmed) before me this by by Who is /are personally known to me or has /have produced Who is /are personally known to me or has /have produced as identification. (I f r r...S as identification. Notary Public • ; tiY^ ate �� Notary Public . 'YF:"%. JACQ LINE BOGES Commission No. Commis No. Expires December 12, 2010 " . ". -,—'- W, *-N r. - r.ve'�V4 7Q Name of Notary typed, printed or stamped Name of Notary type punted or stamped • ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road,.Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE:USER FEES Occupancy No.: _ Plan No.: /6 -0 Contractor: ,d ' i 4(J Business Name: r �b � i:,r� en 4.1.- ' e.. Billing Address: e" << , _ - - Business Address: + r4 to / -tk- : -..i - .e , J. 3,31/2_ Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: _ PLAN REVIEW FEES — INSPECTION FEES PERMIT FEE FALSE ALARM FEE — Site Plan N/C _ Annual N/C Sprinkler 0 1st Alarm N/C Muni - Famiy /Commercial .06 sf _ 1st Re- inspection N/C 1 Standpipes N. 0 . 2nd Alarm N/C (Minimum Charge $25.00 _ 2nd Re- inspection $100 , Fire Pump $50 II 3rd Alarm N/C 0 Plan Revisions DBL _ 3rd Re- inspection $250 II Hoods $50 II 4th Alarm $100 4th Re- Inspection $500 , Fire Alarm $50 , 5th Alarm $150 — SPRINKLER SYSTEMS (Business closed until , LP Gas $50 , 6th Alarm $200 0 - 25 Heads $50 violations corrected) .Natural Gas $50 . NON COMPLIANCE $150 26 plus Heads $?6D \, SPRINKLER SYSTEM ,Fuel Tanks pertank $50 STANDPIPE SYSTEM II Hydro Undergrounds y. - . Sparklers $100 0 Per Riser $50 Hydrostatic Test r6* r s ystem II Fire Works $500 FIRE PUMP '>>; ' cceptance Test rsystem ■ Camp Fire $25 0 Per Pump $100 ■ Hydrant Flow $75 , Controlled Bum $100 FIRE ALARM SYSTEM , Hood/Duct $50 0 - 25 Devices $50 _ FIRE ALARM SYSTEM "Place of Assembly $50 Annual 26 plus Devices $100 _ System Acceptance $50 ', Fire Protection $25 SUPPRESSION SYSTEMS _ Recall Acceptance $50 , Flammable Application $50 Annual Wet $50 OTHER , Waste Tire Storage $50 Annual _ Dry $50 _ Fire Wall/Smoke Wall $15 perwall , Generator < KW $100 CO2 $50 _ LP Gas 325 pertank , Generator >30 KW 150 _ Other $50 _ Natural Gas $25 per system . Bio- Hazard Waste $100 Annual KITCHEN EXHAUST _ , Fumigation Tenting $50 0 Hood/Ducts $50 _ Tent 105c10' or greater $15 per tent II Torch Pot/Applied $50 OTHER — Fire Pump , $45 II Haz. Materials $100 Annual LP Installation per tank $50 _ Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) $50 _ Exhaust Hood/Duct $30 El Natural Gas Installation $50 _ Re inspection DBL (Per System) (other than annual) _ Ei Spray Booth $50 0 Inspection scheduled DBL _ and cancelled less than _ _ 24 hours Construction Insp. N/C .i _ Emergency Vehicle Aa $50 , FALSE ALARM PLANS TOTAL ,1�_ j!J INSPECTION TOTAL l PERMIT TOTAL 1 TOTAL GRAND TOTAL , f 60 5 1 Comments: \ \ k \ /ES) Date: u � Ins ctor: All Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 E- mail: kbarnett @fire.zephyrhills.fl.us Plan Review #: 10 -005 Project: Fire Sprinkler System Number of Pages: 1 plus packet w /cales January 20, 2010 I have received and reviewed the plans for the installation of a fire sprinkler system located at 38410 6 Avenue and will allow the project to move forward. Please note that this review does not eliminate any further requirements as the project continues moving forward. By receiving permit, contractor acknowledges to comply with the items listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Total head count is 149 (miss counted brass sidewall — total of 9) 2. Need hangar detail (contractor will fax) 3. Install sprinkler box with spare heads at riser. 4. Install FDC sign at 5" storz. Sign shall have 6 "red reflective letters on white background. Inspections Required: 1. Flush on underground. 2. Pressure test on underground. 3. Pressure test on system. 4. Final KE':r B . ' 7 , F ' MARSHAL ** *Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non- compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. 2009 - 2010 HILLSBOROUGH COUNTY BUSINESS TAX RECEIPT EXPIRES 9 - - 2010 FOLIO NO. FACILITIES OR MACHINES I ROOMS SEATS EMPLOYEES 0 0 0 1 RENEWAL 209012.0000 OCC. CODE BUSINESS TYPE H. WASTE TAX SURCHARGE 090.015 FIRE SPRl1 'KLF S- CQNNRAOTOR (COMP AARD READ), ; 40.00 18.00 BUSINESS 314 E AZALEA AVE LOCATION TAMPA 33612 NAME INTREPID FIRE PROTECTION LLC MAILING PATRICK M COE ADDRESS 314 E AZALEA AVE TAMPA FL 33612 BUSINESS TAX RECEIPT DOUG BELDEN, TAX COLLECTOR PAID - 2335 ** - 85 HAS HEREBY PAID A PRIVILEGE TAX TO ENGAGE 813- 635 -5200 07/08/2009 58.00 THIS BECOMES A TAX RECEIPT WHEN VALIDATED. IN BUSINESS. PROFESSION, OR OCCUPATION SPECIFIED HEREON. From: Intrepid Fire Protection LLC (8131 931 -1236 Date: 1/19/2010 Time: 11:43 am Page: 1 of 2 ACORD CERTIFICATE OF LIABILITY INSURANCE of /is /io 0 PRODUCER (813)37 -8877 FAX (813)637 -8484 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Insurance Office of America, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4915 W. Cypress Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Tampa, FL 33607 INSURERS AFFORDING COVERAGE NAIC # INSURED Intrepid Fire Protection, LLC INSURER A: Tudor Ins Co 37982 314 E. Azalea Ave. INSURERS: Tampa, FL 33612 INSURERC INSURER D INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LTR INSRC DATE IMMIDOM1 DATE IMWDDIYY) LIMO'S GENERAL LIABILITY PGP0715319 08/03/2009 08/03/2010 EACH OCCURRENCE _ $ 1,000,000 COMMERCIAL GENERAL LIABILrY DAFMAGE RENTED n> ,moral $ 100 000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 A PERSONAL & ADV NJURY $ 1,000,000 ---1 GENERAL AGGREGATE $ 2,000.00C GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,00C POLICY PRO- — JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY I SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ — I OCCUR n CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STATLL OTH- EMPLOYERS' LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? El.. DISEASE • EA EMPLOYEE $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT) SPECIAL PROVISIONS CERTIFICATE HOLDER _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, City of Zephyrh i 11 s Bui 1 ding Department BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 5335 8th St reet OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Zephyrhills, FL 33542 AUTHORIZED REPRESENTATIVE 6 Mark Manfre/TRICIA r :ljj___ ACORD 25 (2001108) OACORD CORPORATION 18813 INTREPID FIRE PROTECTION, LLC 314 EAST AZALEA AVE. TAMPA, FL 33612 HYDRAULIC CALCULATIONS FOR: ZEPHYRHILLS FIRE STATION #2 ATTIC AREA DATE: 1 -17 -2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1130 SQ. FT. COVERAGE PER SPRINKLER: 120 s.£ NUMBER OF SPRINKLERS CALCULATED: 10 sprinlders TOTAL SPRINKLER WATER FLOW REQUIRED: 171.9 gpm TOTAL WATER REQUIRED (including hose): 429.1 gpm FLOW AND PRESSURE (@ Base of Riser.): 171.9 gpm @ 40.8 psi SPRINKLER ORIFICE SIZE: 1/2" (k = 5.6 ) JAMES M. CURTIS #37912 NAME OF CONTRACTOR: Intrepid Fire Protection LLC 8 di 99 - 11 AX 352 - - 1196 DESIGN/LAYOUT BY: PMC 010 h hills Fire Department 29775 I Y , FL AUTHORITY HAVING JURISDICTION: Ze 33523 52 Zephyrhills p DADS CITY, FL 33523 CONTRACTOR CERTIFICATION NUMBER: 85858000012007 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 329L746 ) HRS SYSTEMS, INC. ATLANTA, GA Date: 01/17/2010 ZHILLFS2.SDF JOB TITLE: Zephyrhills Fire Station #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) .26 55.0 28.0 2864.0 54.2 429.1 44.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 429.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 179.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 26 2.0 SOURCE 44.9 179.1 1 15.1 K= 5.60 7.0 14.8 2 15.1 K= 5.60 7.7 15.5 3 15.1 K= 5.60 10.3 18.0 4 15.1 K= 5.60 11.9 19.3 5 15.1 K= 5.60 14.9 21.6 6 15.1 - - - - 19.8 - - - 7 13.5 - - - - 24.6 - - - 8 15.1 K= 5.60 7.1 14.9 9 15.1 K= 5.60 7.8 15.6 10 15.1 K= 5.60 10.4 18.1 11 15.1 K= 5.60 12.1 19.5 12 15.1 K= 5.60 15.1 21.8 13 15.1 - - - - 20.1 - - - 14 13.5 - - - - 24.9 - - - 15 13.5 - - - - 25.8 - - - 16 15.1 - - - - 29.5 - - - 17 15.1 - - - - 30.3 - - - 18 15.1 - - - - 31.1 - - - 19 15.1 - - - - 32.1 - - - 20 -3.0 - - - - 40.8 - - - 21 -3.0 - - - - 40.9 - - - . 22 2.0 - - - - 38.7 - - - 23 2.0 - - - - 44.7 - - - 24 -3.0 - - - - 46.9 - - - 25 -3.0 - - - - 47.1 - - - .Date 01/17/2010 ZHILLFS2.SDF JOB TITLE: Zephyrhills Fire Station #2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 -14.8 1.049 PL 9.30 PF 0.7 1 15.1 5.6 7.0 14.8 5.5 120 FTG - - -- PE 0.0 2 15.1 5.6 7.7 15.5 0.075 TL 9.30 PV 0.2 Pipe: 2 -30.3 1.049 PL 9.30 PF 2.6 2 15.1 5.6 7.7 15.5 11.3 120 FTG - - -- PE 0.0 3 15.1 5.6 10.3 18.0 0.281 TL 9.30 PV 0.9 Pipe: 3 -48.3 1.380 PL 9.30 PF 1.6 3 15.1 5.6 10.3 18.0 10.4 120 FTG - - -- PE 0.0 4 15.1 5.6 11.9 19.3 0.175 TL 9.30 PV 0.7 Pipe: 4 -67.6 1.380 PL 9.30 PF 3.0 4 15.1 5.6 11.9 19.3 14.5 120 FTG - - -- PE 0.0 5 15.1 5.6 14.9 21.6 0.326 TL 9.30 PV 1.4 Pipe: 5 -89.3 1.380 PL 3.00 PF 4.9 5 15.1 5.6 14.9 21.6 19.1 120 FTG T PE 0.0 6 15.1 0.0 19.8 0.0 0.545 TL 9.00 PV 2.5 Pipe: 6 -89.3 1.380 PL 1.50 PF 4.1 6 15.1 0.0 19.8 0.0 19.1 120 FTG T PE 0.7 7 13.5 0.0 24.6 0.0 0.545 TL 7.50 PV 2.5 Pipe: 7 -89.3 2.635 PL 12.50 PF 0.3 7 13.5 0.0 24.6 0.0 5.3 120 FTG - - -- PE 0.0 14 13.5 0.0 24.9 0.0 0.023 TL 12.50 PV 0.2 Pipe: 8 -14.9 1.049 PL 9.30 PF 0.7 8 15.1 5.6 7.1 14.9 5.5 120 FTG - - -- PE 0.0 9 15.1 5.6 7.8 15.6 0.075 TL 9.30 PV 0.2 Pipe: 9 -30.5 1.049 PL 9.30 PF 2.6 9 15.1 5.6 7.8 15.6 11.3 120 FTG - - -- PE 0.0 10 15.1 5.6 10.4 18.1 0.284 TL 9.30 PV 0.9 Pipe: 10 -48.6 1.380 PL 9.30 PF 1.6 10 15.1 5.6 10.4 18.1 10.4 120 FTG - - -- PE 0.0 11 15.1 5.6 12.1 19.5 0.177 TL 9.30 PV 0.7 Pipe: 11 -68.0 1.380 PL 9.30 PF 3.1 11 15.1 5.6 12.1 19.5 14.6 120 FTG - - -- PE 0.0 12 15.1 5.6 15.1 21.8 0.330 TL 9.30 PV 1.4 Pipe: 12 -89.8 1.380 PL 3.00 PF 5.0 12 15.1 5.6 15.1 21.8 19.3 120 FTG T PE 0.0 13 15.1 0.0 20.1 0.0 0.551 TL 9.00 PV 2.5 Pipe: 13 -89.8 1.380 PL 1.50 PF 4.1 13 15.1 0.0 20.1 0.0 19.3 120 FTG T PE 0.7 14 13.5 0.0 24.9 0.0 0.551 TL 7.50 PV 2.5 Date 01/17/2010 -------- yyyyy �yy✓141Vy�v -------- ZHILLFS2.SDF JOB TITLE: Zephyrhills Fire Station ##2 PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 14 -179.1 2.635 PL 9.90 PF 0.8 14 13.5 0.0 24.9 0.0 10.5 120 FTG - - -- PE 0.0 15 13.5 0.0 25.8 0.0 0.085 TL 9.90 PV 0.7 Pipe: 15 -179.1 2.635 PL 27.20 PF 4.4 15 13.5 0.0 25.8 0.0 10.5 120 FTG 3E PE -0.7 16 15.1 0.0 29.5 0.0 0.085 TL 51.91 PV 0.7 Pipe: 16 -179.1 2.635 PL 10.00 PF 0.8 16 15.1 0.0 29.5 0.0 10.5 120 FTG - - -- PE 0.0 17 15.1 0.0 30.3 0.0 0.085 TL 10.00 PV 0.7 Pipe: 17 -179.1 2.635 PL 10.00 PF 0.8 17 15.1 0.0 30.3 0.0 10.5 120 FTG - - -- PE 0.0 18 15.1 0.0 31.1 0.0 0.085 TL 10.00 PV 0.7 Pipe: 18 -179.1 2.635 PL 3.60 PF 1.0 18 15.1 0.0 31.1 0.0 10.5 120 FTG E PE 0.0 19 15.1 0.0 32.1 0.0 0.085 TL 11.84 PV 0.7 Pipe: 19 -179.1 4.260 PL 20.00 PF 0.9 19 15.1 0.0 32.1 0.0 4.0 120 FTG 4ECG PE 7.8 20 -3.0 0.0 40.8 0.0 0.008 TL 104.27 PV 0.1 Pipe: 20 -179.1 6.130 PL 8.00 PF 0.0 20 -3.0 0.0 40.8 0.0 1.9 150 FTG 2E PE 0.0 21 -3.0 0.0 40.9 0.0 0.001 TL 52.56 PV 0.0 Pipe: 21 -179.1 6.270 PL 7.00 PF 0.0 21 -3.0 0.0 40.9 0.0 1.9 150 FTG E PE -2.2 22 2.0 0.0 38.7 0.0 0.001 TL 31.87 PV 0.0 Pipe: 22 FIXED PRESSURE LOSS DEVICE 23 2.0 0.0 44.7 0.0 6.0 psi, 179.1 gpm 22 2.0 0.0 38.7 0.0 Pipe: 23 -179.1 6.270 PL 7.00 PF 0.0 23 2.0 0.0 44.7 0.0 1.9 150 FTG E PE 2.2 24 -3.0 0.0 46.9 0.0 0.001 TL 31.87 PV 0.0 Pipe: 24 -179.1 6.270 PL 62.00 PF 0.1 24 -3.0 0.0 46.9 0.0 1.9 150 FTG ETG PE 0.0 25 -3.0 0.0 47.1 0.0 0.001 TL 145.50 PV 0.0 Pipe: 25 -179.1 8.380 PL 80.00 PF 0.0 25 -3.0 0.0 47.1 0.0 1.0 150 FTG - - -- PE -2.2 26 2.0 SRCE 44.9 (N /A) 0.000 TL 80.00 PV 0.0 Date -: 01/17/2010 ZHILLFS2.SDF JOB TITLE: Zephyrhills Fire Station 42 NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 329L746 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.170 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 19.3 ft /sec at pipe 13. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v H BHdTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 13.17 6.130 14.75 31.60 9.48 33.71 10.53 3.16 29.49 20.01 6.270 16.46 35.27 10.58 37.62 11.76 3.53 32.92 22.34 8.380 21.61 42.03 15.61 54.03 14.41 4.80 42.03 32.42 Date: 01/17/2010 ZHILLFS2.SDF JOB TITLE: Zephyrhills Fire Station #2 WATER SUPPLY CURVE 60+ 1 . I 55 *\ 10 \\ I \ \\ 50+ \ \\ \\ I \ 45 +X \\ I \ 1 \\ 1 \\ P 40+ \ R I \\ E 1 s 1 \\ S 35+ \\ U I \ R 1 \\ E I 30+ \\ ( I P 1 * < -28.0 psi @ 2864 gpm S I Flow Test Point I 25+ 20+ 15+ 10+ LEGEND 11 1 X = Required Water Supply IV 44.91 psi @ 429.1 gpm 5+ IT 1 0 = Available Water Supply " 54.19 psi @ 429.1 gpm TT 0 + +- +--- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) INTREPID FIRE PROTECTION, LLC 314 EAST AZALEA AVE. TAMPA, FL 33612 HYDRAULIC CALCULATIONS FOR: ZEPHYRHILLS FIRE STATION #2 GARAGE DATE: 1 -17 -2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Ordinary Hazard Group I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1110 SQ. FT. COVERAGE PER SPRINKLER: 120 s.f. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 214.3 gpm TOTAL WATER REQUIRED (including hose): 464.3 gpm FLOW AND PRESSURE (@ Base of Riser.): 214.3 gpm @ 38.8 psi SPRINKLER ORIFICE SIZE: 1/2" (k = 5.6 ) NAME OF CONTRACTOR: Intrepid Fire Protection LLC JAMES M. CURTIS #37912 41 1 - 299 - 7211 AX 352 - 96 DESIGN/LAYOUT BY: PMC 4 4A Ol AUTHORITY HAVING JURISDICTION: Zephyrhills Fire Department 29775 BAYHEAD RD. DADE CITY, FL 33523 CONTRACTOR CERTIFICATION NUMBER: 85858000012007 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 329L746 ) HRS SYSTEMS, INC. ATLANTA, GA Date: 01/17/2010 ZHILLFS3.SDF JOB TITLE: Zephyrhills Fire Station #2 GARAGE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 26 55.0 28.0 2864.0 54.1 464.3 43.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 464.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 214.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 26 2.0 SOURCE 43.0 214.3 1 15.1 - - - - 27.4 - - - 1A 16.4 K= 5.60 10.3 18.0 1B 16.4 K= 5.60 11.6 19.1 1C 16.4 K= 5.60 16.5 22.8 1D 16.4 K= 5.60 19.6 24.8 1E 16.4 - - - - 23.3 - - - 1F 16.4 K= 5.60 10.4 18.1 1G 16.4 K= 5.60 11.7 19.2 1H 16.4 K= 5.60 16.6 22.8 1I 16.4 K= 5.60 19.8 24.9 1J 16.4 - - - - 23.5 - - - 1K 16.4 K= 5.60 15.0 21.7 1L 16.4 K= 5.60 16.9 23.0 1M 16.4 - - - - 23.8 - - - 1N 16.4 - - - - 25.6 - - - 10 16.4 - - - - 26.7 - - - 2 15.1 - - - - 27.4 - - - 3 15.1 - - - - 27.4 - - - ,4 15.1 - - - - 27.4 - - - 5 15.1 - - - - 27.4 - - - 6 15.1 - - - - 27.4 - - 7 13.5 - - - - 28.1 - - - 8 15.1 - - - - 27.4 - - - 9 15.1 - - - - 27.4 - - - 10 15.1 - - - - 27.4 - - - 11 15.1 - - - - 27.4 - - - 12 15.1 - - - - 27.4 - - - 13 15.1 - - - - 27.4 - - - 14 13.5 - - - - 28.1 - - - 15 13.5 - - - - 28.1 - - - 16 15.1 - - - - 27.4 - - - 17 15.1 - - - - 27.6 - - - 18 15.1 - - - - 28.4 - - - Date: 01/17/2010 ZHILLFS3.SDF JOB TITLE: Zephyrhills Fire Station #2 GARAGE NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 19 15.1 - - - - 29.8 - - - 20 -3.0 - - - - 38.8 - - - 21 -3.0 - - - - 38.9 - - - 22 2.0 - - - - 36.7 - - - 23 2.0 - - - - 42.7 - - - 24 -3.0 - - - - 44.9 - - - 25 -3.0 - - - - 45.1 - - - Date: 01/17/2010 ZHILLFS3.SDF JOB TITLE: Zephyrhills Fire Station #2 GARAGE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. • NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1 0.0 1.049 PL 9.30 PF 0.0 1 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 2 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: LA -18.0 1.049 PL 12.00 PF 1.3 1A 16.4 5'.6 10.3 18.0 6.7 120 FTG - - -- PE 0.0 1B 16.4 5.6 11.6 19.1 0.107 TL 12.00 PV 0.3 Pipe: 1B -37.1 1.049 PL 12.00 PF 4.9 1B 16.4 5.6 11.6 19.1 13.8 120 FTG - - -- PE 0.0 1C 16.4 5.6 16.5 22.8 0.408 TL 12.00 PV 1.3 Pipe: 1C -59.8 1.380 PL 12.00 PF 3.1 1C 16.4 5.6 16.5 22.8 12.8 120 FTG - - -- PE 0.0 1D 16.4 5 %6 19.6 24.8 0.260 TL 12.00 PV 1.1 Pipe: 1D . -84.6 1.380 PL 1.50 PF 3.7 1D 16.4 5.6 19.6 24.8 18.2 120 FTG T PE 0.0 1E 16.4 0.0 23.3 0.0 0.494 TL 7.50 PV 2.2 Pipe: 1E -84.6 1.380 PL 1.10 PF 3.5 1E 16.4 0.0 23.3 0.0 18.2 120 FTG T PE 0.6 16 15.1 0.0 27.4 0.0 0.494 TL 7.10 PV 2.2 Pipe: 1F -18.1 1.049 PL 12.00 PF 1.3 1F 16.4 5. 10.4 18.1 6.7 120 FTG - - -- PE 0.0 1G 16.4 5.6 11.7 19.2 0.108 TL 12.00 PV 0.3 Pipe: 1G -37.2 1.049 PL 12.00 PF 4.9 1G 16.4 5.6 11.7 19.2 13.8 120 FTG - - -- PE 0.0 1H 16.4 5.6 16.6 22.8 0.411 TL 12.00 PV 1.3 Pipe: 1H -60.1 1.380 PL 12.00 PF 3.1 1H 16.4 5.6 16.6 22.8 12.9 120 FTG - - -- PE 0.0 1I 16.4 5.6 19.8 24.9 0.262 TL 12.00 PV 1.1 Pipe: 1I -85.0 1.380 PL 1.50 PF 3.7 1I 16.4 5.6 19.8 24.9 18.2 120 FTG T PE 0.0 1J 16.4 0.0 23.5 0.0 0.497 TL 7.50 PV 2.2 Pipe: 1J -85.0 1.380 PL 1.10 PF 3.5 1J 16.4 0.0 23.5 0.0 18.2 120 FTG T PE 0.6 17 15.1 0.0 27.6 0.0 0.497 TL 7.10 PV 2.2 Pipe: 1K -21.7 1.049 PL 12.00 PF 1.8 1K 16.4 5.6 15.0 21.7 8.1 120 FTG - - -- PE 0.0 1L 16.4 5.6 16.9 23.0 0.152 TL 12.00 PV 0.4 Pipe: 1L -44.7 1.049 PL 12.00 PF 6.9 1L 16.4 5.6 16.9 23.0 16.6 120 FTG - - -- PE 0.0 1M 16.4 0.0 23.8 0.0 0.576 TL 12.00 PV 1.9 ..-- .....--.. ..1 ..--.. .. �...... ..... -.. ......�.-.. -., Date: 01/17/2010 ZHILLFS3.SDF JOB TITLE: Zephyrhills Fire Station #2 GARAGE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 1M -44.7 1.380 PL 12.00 PF 1.8 1M 16.4 0.0 23.8 0.0 9.6 120 FTG - - -- PE 0.0 1N 16.4 0.0 25.6 0.0 0.152 TL 12.00 PV 0.6 Pipe: 1N -44.7 1.380 PL 1.50 PF 1.1 1N 16.4 0.0 25.6 0.0 9.6 120 FTG T PE 0.0 10 16.4 0.0 26.7 0.0 0.152 TL 7.50 PV 0.6 Pipe: 10 -44.7 1.380 PL 1.10 PF 1.1 10 16.4 0.0 26.7 0.0 9.6 120 FTG T PE 0.6 18 15.1 0.0 28.4 0.0 0.152 TL 7.10 PV 0.6 Pipe: 2 0.0 1.049 PL 9.30 PF 0.0 2 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 3 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: 3 0.0 1.380 PL 9.30 PF 0.0 3 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 4 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: 4 0.0 1.380 PL 9.30 PF 0.0 4 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 5 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: 5 0.0 1.380 PL 3.00 PF 0.0 5 15.1 0.0 27.4 0.0 0.0 120 FTG T PE 0.0 6 15.1 0.0 27.4 0.0 0.000 TL 9.00 PV 0.0 Pipe: 6 0.0 1.380 PL 1.50 PF 0.0 6 15.1 0.0 27.4 0.0 0.0 120 FTG T PE 0.7 7 13.5 0.0 28.1 0.0 0.000 TL 7.50 PV 0.0 Pipe: 7 0.0 2.635 PL 12.50 PF 0.0 7 13.5 0.0 28.1 0.0 0.0 120 FTG - - -- PE 0.0 14 13.5 0.0 28.1 0.0 0.000 TL 12.50 PV 0.0 Pipe: 8 0.0 1.049 PL 9.30 PF 0.0 8 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 9 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: 9 0.0 1.049 PL 9.30 PF 0.0 9 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 10 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: 10 0.0 1.380 PL 9.30 PF 0.0 10 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 11 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Pipe: 11 0.0 1.380 PL 9.30 PF 0.0 11 15.1 0.0 27.4 0.0 0.0 120 FTG - - -- PE 0.0 12 15.1 0.0 27.4 0.0 0.000 TL 9.30 PV 0.0 Date: 01/17/2010 ZHILLFS3.SDF JOB TITLE: Zephyrhills Fire Station #2 GARAGE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. ' NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 12 0.0 1.380 PL 3.00 PF 0.0 12 15.1 0.0 27.4 0.0 0.0 120 FTG T PE 0.0 13 15.1 0.0 27.4 0.0 0.000 TL 9.00 PV 0.0 Pipe: 13 0.0 1.380 PL 1.50 PF 0.0 13 15.1 On 27.4 0.0 0.0 120 FTG T PE 0.7 14 13.5 0.0 28.1 0.0 0.000 TL 7.50 PV 0.0 Pipe: 14 0.0 2.635 PL 9.90 PF 0.0 14 13.5 0.0 28.1 0.0 0.0 120 FTG - - -- PE 0.0 15 13.5 0.0 28.1 0.0 0.000 TL 9.90 PV 0.0 Pipe: 15 0.0 2.635 PL 27.20 PF 0.0 15 13.5 0.0 28.1 0.0 0.0 120 FTG 3E PE -0.7 16 15.1 0.0 27.4 0.0 0.000 TL 51.91 PV 0.0 Pipe: 16 -84.6 2.635 PL 10.00 PF 0.2 16 15.1 0.0 27.4 0.0 5.0 120 FTG - - -- PE 0.0 17 15.1 0.0 27.6 0.0 0.021 TL 10.00 PV 0.2 Pipe: 17 -169.6 2.635 PL 10.00 PF 0.8 17 15.1 0.0 27.6 0.0 10.0 120 FTG - - -- PE 0.0 18 15.1 0.0 28.4 0.0 0.077 TL 10.00 PV 0.7 Pipe: 18 -214.4 2.635 PL 3.60 PF 1.4 18 15.1 0.0 28.4 0.0 12.6 120 FTG E PE 0.0 19 15.1 0.0 29.8 0.0 0.118 TL 11.84 PV 1.1 Pipe: 19 -214.4 4.260 PL 20.00 PF 1.2 19 15.1 0.0 29.8 0.0 4.8 120 FTG 4ECG PE 7.8 20 -3.0 0.0 38.8 0.0 0.011 TL 104.27 PV 0.2 Pipe: 20 -214.4 6.130 PL 8.00 PF 0.1 20 -3.0 0.0 38.8 0.0 2.3 150 FTG 2E PE 0.0 21 -3.0 0.0 38.9 0.0 0.001 TL 52.56 PV 0.0 Pipe: 21 -214.4 6.270 PL 7.00 PF 0.0 21 -3.0 0.0 38.9 0.0 2.2 150 FTG E PE -2.2 22 2.0 0.0 36.7 0.0 0.001 TL 31.87 PV 0.0 Pipe: 22 FIXED PRESSURE LOSS DEVICE 23 2.0 0.0 42.7 0.0 6.0 psi, 214.4 gpm 22 2.0 0.0 36.7 0.0 Pipe: 23 -214.4 6.270 PL 7.00 PF 0.0 23 2.0 0.0 42.7 0.0 2.2 150 FTG E PE 2.2 24 -3.0 0.0 44.9 0.0 0.001 TL 31.87 PV 0.0 Pipe: 24 -214.4 6.270 PL 62.00 PF 0.2 24 -3.0 0.0 44.9 0.0 2.2 150 FTG ETG PE 0.0 25 -3.0 0.0 45.1 0.0 0.001 TL 145.50 PV 0.0 Date: 01/17/2010 ZHILLFS3.SDF JOB _ TITLE: Zephyrhills Fire Station #2 GARAGE PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. • NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI) Pipe: 25 -214.3 8.380 PL 80.00 PF 0.0 25 -3.0 0.0 45.1 0.0 1.2 150 FTG - - -- PE -2.2 26 2.0 SRCE 43.0 (N /A) 0.000 TL 80.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 329L746 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.072 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 18.2 ft /sec at pipe 1J. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v H BHdTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D • Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 13.17 6.130 14.75 31.60 9.48 33.71 10.53 3.16 29.49 20.01 6.270 16.46 35.27 10.58 37.62 11.76 3.53 32.92 22.34 8.380 21.61 42.03 15.61 54.03 14.41 4.80 42.03 32.42 Date: 01/17/2010 yy ZHILLFS3.SDF JOB TITLE: Zephyrhills Fire Station #2 GARAGE WATER SUPPLY CURVE 60+ 1 55 *\ 10 \\ 1 \ \\ 50+ \ \\ \\ I \ 45+ \\ 1 Ix \\ \\ P 40+ R 1 \\ E 1 \ S 1 \\ S 35+ \\ U I \ R I \\ E I \ 30+ \\ ( I P I * < -28.0 psi @ 2864 gpm S I Flow Test Point I 25+ 1 20+ 15+ 1 10+ LEGEND 1 X = Required Water Supply " 42.96 psi @ 464.3 gpm " 5+ I 0 = Available Water Supply " 54.07 psi @ 464.3 gpm 'r 0 + +- +--- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) INTREPID FIRE PROTECTION, LLC. 314 EAST AZALEA AVENUE TAMPA, FL 33612 FIRE SPRINKLER SYSTEM SUBMITTALS FOR: ZEPHYRHILLS FIRE STATION #2 - SPRINKLERS - ESCUTCHEONS - GROOVED COUPLINGS - GROOVED FITTINGS - HANGERS - VALVES -FLOW SWITCH - BACKFLOW PREVENTER gF.tit R-0 tC 14011A SYt�'t f tL I .110 viz ReV�ewe QUICK RESPONSE AI ITfMdTI(' 4PRINKI FRS � V E ..rte GL SERIES `���� UPRIGHT• PENDENT 111111C 3f'I(IPIRLCK LW /WIL A' lUIr VCKI ILAL JIUCWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the th 'Drmncencitive 'Diemen+ Thic prn sprinkler np r2tion appr vi_ mately six times faster than ordinary sprinklers. While the Quick • Response Sprinkler provides an aesthetically pleasing appearance, it :r re' can be installed wherever standard spray sprinklers are specified when I 1 I 211nw0r1 by th'D annlirahl'D ctanriarric It nffarc tha aririitinnal faatiira nf greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design require- ments. Quick Response Sprinklers should be used advisedly and under the riimotinn nf approving authnritiAS having iiirisdintinn The heart of Globe's GL Series sprinkler proven actuating QUICK RESPONSE assembly is a hermetically sealed frangible glass ampule that contains UPRIGHT CONVENTIONAL a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasina the intemal pressure. At the = prescribed temperature the intemal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattem depending 11 .0" upon the deflector style used The sprinkler and escutcheon are not factory assembled. As- sembly is done in the field. TECHNICAL DATA QUICK RESPONSE • See reverse side for Approvals and Specifications. PENDENT VERTICAL SIDEWALL • Temperature Ratings - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F (141°C) • � eater Working Pressure Rating - 175 psi (12 Cars) -- r. diiir • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is -67 °F ( -55 °C) • Frame - bronze • Deflector - brass • Screw - brass !_ • Bulb seat - copper • Spring - nickel alloy • Seal - teflon • Bulb - glass with alcohol based solution, 3mm size QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING /CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.PA. MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY "' ORANGE/RED • INTERMEDIATE YELLOW/GREE HIGH BLUE 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846 -4583 • FAX989-846 -9231 DECEMBER 2006 A -20 BULLETIN GL5615, REV. #6 QUICK RESPONSE AUTOMATIC SPRINKLERS GL. SERIES UPRIGHT • PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS ' NOMINAL "K" FACTOR THREAD SIZE LENGTH 1 FINISHES 2.8 (39 metric) 12" NPT 2 1/4" (5.7 cm) f ikomQ ., 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) B ng �" 2 , 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) Bright Chrome �� �� White Polyester 3 7.8 (111 metric) 12" NPT 2 1/4" (5.7 cm) Black Polyester 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Lead Coated 2 " NOTE: METRIC CONVERSIONS ARE APPROXIMATE. ' HORIZONTAL SIDEWALL IS 2 9/16°. ' FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN K 135 °F 155 °F 175 °F 200 °F 286 °F NYC - DOB MODEL FACTOR 57°C 68 °C 79 °C 93 °C 141 °C C US F.M. LPC CE MEA101 -92-E GL2815 2.8 X X X X X X — — — X GL4215 4.2 X X X X X X — — — X UPRIGHT GL5615 5.6 X X X X X X X X X X GL8115 7.8* X X X X X X X — — X GL8118 8.1 X X X X X X X X X X GL2801 2.8 X X X X X X — — — X GL4201 4.2 X X X X X X — — — X PENDENT GL5601 5.6 X X X X X X X X X X GL8101 7.8* X X X X X X X — — X GL8106 8.1 X X X X X X X X X X VERTICAL GL5632 5.6 X X X X X X X — — — SIDEWALLt GL8133 8.1 X X X X X X — — — — GL2826 2.8 X X X X X X — — — X HORIZONTAL GL4226 4.2 X X X X X X — — — X SIDEWALL § GL5626 5.6 X X X X X X X — — X GL8127 8.1 X X X X X X — — — — CONVENTIONAL GL5624 5.6 X X X X X — — X X — (OLD STYLE) GL8125 8.1 X X X X X — — X X — I HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12' BELOW THE CEILING, FM APPROVED 4" TO 6 ". t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. ORDERING INFORMATION '1/2' NPT. SPECIFY GLOBE* PRODUCT WARRANTY • Quantity • Model Number • Style Globe agrees to repair or replace any of its own • Orifice • Thread Sizes • Temperature manufactured products found to be defective in mate- • Finishes desired rial or workmanship for a period of one year from date • Quantity - Wrenches - P/N 325390 (1/2 "); of shipment. P/N 312366 (L.O.) For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). .......... ilk ....�� 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 Vim In= 989 - 846 -4583 FAX 989 -846 -9231 FIRE SPRINKLER CORPORATION 1 -800- 248 -0278 www.globespri nkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615, REV. #6 GLOBE RECESSED GL ® AND STANDARD ESCUTCHEONS - - tIKt I'K11YK1.tK UJKPUKAI IUN RECESSED ESCUTCHEONS 1/2" NPT or 3/4" NPT 2 Pc. Recessed (3/4 "Adj. x 2 7/8" Diameter) Finish/Part No. 112 "NPT: FinishlPart No. 314 "NPT: • Chrome: 325422 • Chrome: 325423 • Brass: 325424 • Brass: 325420 • *Poly: 325426 • *Poly: 325427 2 Pc. Recessed (1/2 "Adj. x 2 7/8" Diameter) -7 Finish /Part No. 112 "NPT Chrome: 332071 • Brass: 332072 • *Poly: 332073 2 Pc. Screw Adjustable Recessed (3/4 "Adj. x 2 7/8" Diameter) Finish /Part No. 112 "NPT Finish/Part No. 314" NPT: • Chrome: 329306 • Chrome: 325423 • *Poly: 329308 • Brass: 325420 • *Poly: 325427 2 Pc. Screw Adjustable Recessed (1/2 "Adj. x 2 7/8" Diameter) 41.11h Finish /Part No. 1/2 "NPT: Finish /Part No. 314" NPT: • Chrome: 329301 • Chrome: 329311 ..- • *Poly: 329303 • *Poly: 329313 112" Adjustable Recessed Model Numbers • cULus Approved: 2810, 4110, 4210, 4230, 4231, 4234, 4710, 5628, 5630, 5631, 8101, 8107, 8128, 8129, 8151 & 8174 • cULus & FM Approved: 5601, 8106 & 8156 3/4" Adjustable Recessed Model Numbers • cULus Approved: 2801, 2826, 2851, 2870, 4201, 4226, 4231, 4251, 4270, 5601, 5602, 5626, 5628, 5635, 5636, 5641, 5642, 5652, 5670, 5679, 5680, 5685, 5686, 8101, 8102, 8151, 8152 , 8106, 8107, 8109, 8127, 8128, 8129, 8135, 8141, 8157, 8159, 8171, 8174, 8179, 8185 • cULus & FM Approved: 5651 & 8156 *When ordering specify color after part number: -W= white, -B= black. 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX989 -846 -9231 OCTOBER2007 BULLETIN ESCUTCH, REV. #2 B-2 GLOBE RECESSED .... AND ® STANDARD ESCUTCHEONS r�t�lt 3rmnnLLtt t.urcruiuu run STANDARD ESCUTCHEONS 112" NPT or 3/4" NPT Universal for all sprinkler models 1 Pc. (1/4" x 3" Diameter) - Finish/Part No. 112 "NPT Chrome: 325398 • Chrome -RP: 325398 -RP • Brass: 325399 • White: 325400 1 Pc. (5/8" x 2 7/8" Diameter) Finish!Part No. 112" NPT Finish/Part No 314" NPT F ' • Chrome: 312086 • Chrome: 312087 Brass: 312088 • Brass: 312089 • White: 312090 • White: 312091 2 Pc. Extended (max. 2 3/4" x 3 1/2" Diameter) Finish/Part No. 1/2 "NPT Finish/Part No. 314 "NPT • Chrome: 312075 • Chrome: 312077 • Chrome -P: 312075 -P • Brass: 312078 • Brass: 312076 • White: 312079 � ? • White: 312074 White -P: 312074 -P Optional Skirts for 2 Pc. Extended Escutcheon Short Taper Skirt (reduces deflector to ceiling distance by 314 ") 4 Finish/Part No. • Chrome: 312040 • Brass: 312041 - Flush Skirt (reduces deflector to ceiling distance by 1 1/4 ") rinms:wan Ivo. • Chrome: 312044 • Brass: 312045 *NOTE: Other Escutcheons Available Upon Request. Unless stated " - RP" (rust proof) or " - (plastic), all escutcheons are coated /plated for decorative purposes only, thus not recommended for corrosive atmospheres. OCTOBER2007 BULLETIN ESCUTCH, REV.#2 IP5 C .PbOfd STEEL PIPE FiPE PROTE!:TION PPODUCT5 10.60 f r L nc :.. r ,, P.1 f 1 y p h i r c ©'$ vds SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) The FireLock EZ Style 009 and Style 009V couplings are rigid, installation -ready couplings for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consis- tent installation and provides substantial gains in productivity. 1 . IMPORTANT 0 FireLock EZ Style 009 and Style 009V couplings are recommended for use ONLY on fire protection systems. PATENTED STYLE 009 LISTINGS /APPROVALS ft§ The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. l :mot 1, 1 4, ,mil l : .mow." 34...1 ki,c, J. 01 - L . 5 11/4 - 2 175 175 175 EZT 11/4 - 2 300 300 300 MT 11/4 - 2 300 300 300 10, 40 ' 1/4 - 4 300 300 300 FF 11/4 - 4 300 300 300 M T 1 "s - 2 300 300 300 BLT 1 ,: - 2 30C 30C 300 FLF " !4 - 4 N/A N/A 300 ST 1 S - 2 N/A N/A 300 DE 1 74 - 4 30C 30C 300 FLT 1 Y4 - 2 N/A N/A 300 STF 1 1/4 - 4 N/A N/A 300 "A - 2 3CC 3CC 300 FL'I L ' V - 2 N/A N/A 30C - 2 1/4 - 4 N/A N/A 300 EF 1. - 4 175 175 175 GL 1! -2 300 300 300 W_S 1'u - 300 300 300 EL 1'/4 - 300 300 300 05 'v4 -2 '75 '75 175 WST 1'/4 -2 175 175 175 ET40 . - 2 300 300 300 07 1 'p - 2 300 300 300 XL 1 '.4 - 2 300 300 300 EZF 3 - 4 300 300 300 ME 1 '/4 - 4 300 300 300 STYLE 009V USTINGS/APPROVALS tt§ ai d < .. ., ,> .ne• .. "`e, _.. .n ... "'`_ > ^.k. .. Z� w�"� ..„".�'...... 4 761 mm — _ 16Bar 16 Bar 232 psi 232 psi § u- 4,76'mm 16Bar 16Bar 32 -100 232psi 232 Psi 16 Bar 2078ar 32 232 psi 300 psi 1 _ 163ar 2u 40 232 psi 300 psi '0, 40 2 16 Bar 20.78ar 50 232 ps 300 psi 3 16 16 Bar 20.7Bar 80 232 psi 300 psi 4 _ _ '6Ba' 70.7Ba' 100 232psi 300 psi t Listed /Approved for wet and dry pipe systems (> - 40 °F / -40 °C. For rigid pipe connections '1 systems operating below 0 ° F / -18 ° C Victaulic recommends Style 005 FireLock rigid couplings with Grade 'L' silicone gaskets. Please refer to the Victaulic Field Installation Handbook (1 -100) for details concerning when suoplementa' lubrication is required. Stye 005V couplings are Vd5 and .,PC approved to 16 B„ r /232ps''or wet and dry `re protection systems • JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2007 VICTAUUC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. iau1i STYLE 009 (UL, FM) STYLE 009V (UL, FM, VdS, LPCB) STYLE 009 DIMENSIONS Y - -- w [4-7.41 t r r # A x c rer i ' ? �t r �, E _ , a 'J + 5� ' D V 'ix , ; MI i � ,� 7 4 �Y `1E � x� X` '� r �� � �N d+f +v � � ',A:7* + ' ,. ! ! V, 1.660 300 649 0 3 :3 4.93 286 483 ' 93 ',5v, ' 5 /` / *' � •'�1� 32 42.4 2068 2888 2. 54 2 x' 8,0 125 73 '23 49 0. \ �I 10 '. '. 900 300 851 0'0 2 -,i x 2 3.38 5.'.6 3.11 5 '86 1 43 483 2068 3787 2.54 86 13` 79 '29 47 C.8 STYLE 009 PREASSEMBLED 2 2.375 300 :329 0.12 2 - % x 2 n 3.88 5.81 359 568 '.86 1.9 (STAB IN CONDITION) - c 60.3 2068 59'.4 3.05 99 ''48 91 144 47 0.9 21/2 2.875 300 1948 012 2 ,, y Z . ` 438 6.21 408 6'0 '.87 20 Y Z 65 73.0 2068 8668 3.05 11' 158 104 ' 55 48 0.9 / 3 3.500 300 288 0.'2 5.06 6.68 4.73 6.43 '.9C 4.3 Jl \ . 80 889 2068 12842 3.C5 2 - % x 2'h 29 70 '20 +63 48 2.0 4 4.500 300 477' 0.17 6.46 8.64 6.00 834 210 2.3 �,. �� 100 114.3 2068 21230 4.32 2 - % x 216 164 220 1 52 2 12 53 LO `4,J " @ t 4efe• to notes below. STYLE 009 JOINT ASSEMBLED STYLE 009V DIMENSIONS i Y I.-Z-1 . 1. F f t X t ry Q 4 //� � � s 7 r x 1, t �� w p �� ■ ` 60 06 - ' _ - � _ 3Z 42.4 2068 2888 2.54 80 23 72 '18 49 C7 ` 1/2 '.900 300 85' C.`0 2 - m x82 3.34 S.Cb 3.13 4.85 1.92 7 40 48.3 2068 3787 2 4 85 129 80 '23 49 0 8 STYLE 009 PRE - ASSEMBLED 2 2.375 300 1329 C12 2 17"M1:01 x 6 3.9? 566 3.61 5 47 '.74 2 (STAB IN CON SC 60.3 ZC68 5 9 3 .0 ^ 5 9 9 2244 39 49 C.9 76J mm 3.000 300 948 0 .1 2 2 M1 x 64 4.5 6 4'19.25 . 6 .18 96 23 Y rZ� 76.1 2068 866.' 3.05 116 16 106 ' 57 50 1J oil 3 3 .SOC 300 2 8 8 E 0.12 5." 2 4 73 .67 5 71 6 94 2 6 � ! � ' 8 14. 2 12 84 0 30 5 2x64 31 787 G 169 4 9 ,� 'r� 4 4. 500 306 4771 0.17 2 x64 639 8.74 6.05 8 46 2. ' 1 . 46 - ' 00 4.3 2068 21230 4.32 62 2 4 215 54 2' \ Working Pressure and End Load are total, from all internal and external loads, based on STYLE 009 JOINT ASSEMBLED standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See pages 3 and 4 of this document for Listed /Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. Number of bolts required equals number of housing segments. www.victaulic.com jCLOIU1sC VICTAULIC IS A REGISTERED TRADEMARK Of VICTAULIC COMPANY. 0 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. • w ww I V. O V STYLE 009 (UL, FM) STYLE 009V (UL, FM, YdS, LPCB) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Housing Coating: • Orange enamel (North America) • Red enamel (Europe) Optional Coatings: • -1nt oalvanhari Gasket: • Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil Bolts/Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. www.victaulic.com aUhcr • • .. rrn r STYLE 009V (UL, FM, VdS, LPCB) GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V nn, mGnvc i iqo Firm nwk Nn 005 Pnri Pans rnntajning the "F7" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non - Victaulic end cap products shall not be used with Style 009/009V couplings. INSTALLATION Reference should always be made to the 1 -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 111 111111111111111111111111111 NIiNIINiIIIi•11111IIIUNi1i1 WCAS- 78KHHG For complete contact information visit www.victaulic.com 10.60 3999 REV H UPDATED 11/2007 cta V' ' ► F P 1 MIA © FM ILPCBI � 4�d`7d Y411P0 See Victaulic publication 10.01 for details FireLockg products comprise a unique system specifically designed for fire protection services. FireLock full -flow elbows and tees are a CAD - developed. hydrodynamic design that has a shorter center -to -end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad Interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock 4111.111L AIL Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Fitting Coating: Orange enamel. • Optional: Hot dipped galvanized. JOB /OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved www.victauiic.com .CtauI1C VICTAUUC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY C 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. II -' "•, • DIMENSIONS kCto =. to-: i 01 Cto 11- 1 -+� T 11 00 - 1 aGt�aa: - 8 I to c _ m � to L. NO. 001 NO. 003 NO. 002 NO. 006 I r o A . w, s x *' r x tt .- "'' a ,, r f * 1:# u. r .� ~9� .: t � ""to- t ` u . CC P C"$s t� 3" s 1.r€1 , u 4 v-01.: a ' 1 a 4 r s s x r _ $• a ',=5,' e 1 s VW.' { ^"� v . n rt , b f :?w,,,, ,,,,..:, . r .,� o ,. : 4a , r ¢ 'r^a '7 v� ,`g- ?. & 11/4 1.660 08 03 32 424 - - -- - - - 21 01 ''h 1,900 - - - - - - 082 0.4 40 48.3 -- -- - -- - - 21 C 2 2375 2.75 '. 2. 00 '.8 2.75 2.4 0.88 06 50 6C.3 73 0.8 5. C 8 70 11 22 03 2 4 2.875 3 C 3.1 2.25 2. 3 C 3.6 Q88 1.0 65 76 ' 4 57 '.0 '.6 22 0.5 '6, mm 3,000 3.00 3.30 2 .25 2 4 76.' 76 1 5 57 - - - - 3 3.500 3.38 40 2.50 3.' 338 5.3 0.88 1.2 80 889 86 1 ,8 64 14 86 24 22 0.5 ` -08mm 413u 4:JV 3.UU 7.' 4uu i.] 1080 '02 2.6 76 2.3 '02 3.4 4 4.500 4GC 6.7 3.00 5.6 4 G 87 '.00 2 ' 00 '143 302 30 76 2.5 102 3.9 25 5 5.563 488 12.6 3.25 83 4.88 15.7 100 41 '25 '4' 3 '24 5.7 83 38 '24 71 25 '.9 i59 m'n 158.8 " -.40 5 7 89 4.2 "40 80 - - 6 6625 5.50 '8.3 3.5C ' .7 5.5C 22.7 'OC 5.9 50 168 3 140 8.3 89 5.3 140 10.3 25 2 7 8 8625 6.81 25.5 4.25 20.4 694 38.7 1.13 12.7 200 219.' 73 ' 1.6 108 9.3 j76 '76 29 58 www.victaulic.com rm. ct,wi,u, i wroi antU 1 nnuctrt.nn ..:1 tiit,InUUt. `w4V,rhr4r. +:1 «x,o rit. inuut. wer �. N. , > ®U��r n�� nii,r. o t. cny tu. w T A /! oll FLOW DATA ay�Ym' y f v > i 1 K� ', a a.y o f z eau." .ems ± f 1 660 1.5 0.8 3 7 ' 5 32 42 4 0.5 02 0.5 1 •4 '.900 2.2 1 , S.5 2.2 2 2.375 3.5 t8 8.5 35 50 6C.3 0.5 2.6 27z 2. 875 4 3 2.2 10.8 43 65 73.0 l3 0.7 33 13 76.' mm 3,000 45 2.3 '1.0 4.5 3 3300 50 2.6 130 5.0 30 889 ' 5 08 4.0 CBmm 4250 6.4 3.2 15.3 6.4 1 08.0 2.0 09 4. 2 ,0 4 4.500 6.8 34 16.0 6.8 '00 i '49 7, , 10 4.9 2 1 5 5.563 8.5 4.2 210 8.5 125 '.41.3 2. 6 13 6.4 26 54mm 6.250 94 49 25.0 96 '58.8 29 1.5 7.6 2 6 6.625 100 5.0 25.0 10.0 '50 '68.3 30 1 .5 76 3C 8 8.625 '3.0 5.0 33.0 13.0 200 21S' 4.0 ' 5 10.1 4.0 f t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com \ ictaulkc GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non - Victaulic end cap products shall not be used with Style 009 /009V couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 11IIII«11111IIIIIIw WCAS- 6QAQS9 For complete contact information, visit www.victaulic.com 10.03 1539 REV G UPDATED 3/2008 �CtBUlse VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY 0 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. Globe Pipe Hanger Products, Inc. - 100 Series Universal Beam Clamp http:// giobepipehanger .thomasnet.com/printitems/beam -clamp /100 -serie Globe Pipe Hanger Products, Inc. 14601 Industrial Pkwy Cleveland, OH, 44135, US Phrme• 216 362 610 Toll -free: (800) 338 -3555 Email: sales@globepipehanger.com Website: http: / /www.globepipehanger.com Categories . series iuu beam '..tamps beam .tamp - iuu bertes untversai bearn t,.iarnp 3 view 'terns 100 Series Universal Beam Clamp Check up to five results to perform an action. SIZE RANGE: 3/8" through 7/8" rod sizes. MATERIAL: 11Aallaakle irnn "ne +inn knrrlenarl FINISH: Black. ORDERING: Specify rod size; finish; and model number. :;rrRGVMI_3. UL Listed for top or bottom of Beam. FM Approved for NFPA 13, maximum rated pipe size. Complies with Manufacturers Standardization Society SP -69 (Type 19 & 23). FUNCTION: Recommended for attaching hanger rod to top or bottom flange of a beam or bar joist, where the thickness of a joist or flange does not exceed 314 inch. I he open back design permits rod adjustment. INSTALLATION: Must install in an upright position. ALSO AVAILABLE IN: Electro- Plated Zinc and 304 Stainless Steel ' 1 rtf • Y S! t . 1 ,,;, �`1e f Results 1 - 5 of 5 Item A P C D E F y , ' Max, Recommended "::3 - 3/8 1 1/2 1 /2 3/4 inches 1 inches inches inches 1 inches inches 7/8 inches 400 Ibs - 1/2 1 1/2 1/2 3/4 inches it . acs tnches inches i it . �� inches a +I i IGS 300 ;`,..,6 1 of 2 12/10/2008 9:50 A Globe Pipe Hanger Products, Inc. - 300 Series Iron Pipe Swivel Ring htt p:// globepipehanger .thomasnet.com/pri ntitems /series- 300- swivel -tin.. 1 1/4 3/8 2 7/8 2 1/8 3 3/4 inches 1 1 /8 400 Ibs inches inches inches inches inches 1 1/2 3/8 2 1/4 1 1/8 Ann 1.,. inches inches inches " „ i nches 2 inches 3/8 3 3/8 2 1/2 4 5/8 inches 1 1/8 400 Ibs inches inches inches inches - ..I.-. 4,, n 4 I) w -,,c, inches inches 4 inches inches 5 1/2 inches inches 600 Ibs 3 inches 1/2 4 5/8 3 5/8 6 3/8 inches 1 5/8 600 Ibs inches inches inches inches "` "` 5 inches 4 inches 7 inches } ''� 600 Ibs inches inches inches 4 inches 5/8 5 114 4 118 7 1 /2 inches 1 518 1000 Ibs inches inches inches inches 5 inches " "" 6 inches 5 inches 8 3/4 inches ` "" 1000 lbs inches inches `''' 103/8 2 1/8 6 inches inches 7 inches 6 inches inches inches 1250 Ibs 8 inches 1 1 0 U 1 I.4 f 110 IL ...HQ L ....+1%..? 1 250 Ibs inches inches inches inches inches Results 1 - 13 of 13 1 Pi tilt Hark 2 of 2 12/10/2008 9:51 AN 207 Threaded Steel Side Beam Bracket Aft .r3tar'" Fire Products Division of Anvil' intemabonal ®ftl.116VIL Submittal Sheet SIZE RANGE: 3 /8" and '/Y' MATERIAL: Carbon steel FINISH: Plain or Galvanized SERVICE: Recommended for attachment to steel or wooden beams, etc. APPROVALS: Complies with Federal Specification A- A -1192A (Type 34)' WW-H- 171 -E (Type 35) and MSS -SP -69 (Type 34). UL Listed (with rod size 3 /b" and Ye). FM Approved (with rod size Sib" only) FEATURES: Threaded mounting bracket provides an economical, practical and . adjustable means of securing hangers to beams. 4 ORDERING: Specify rod size, figure number, name and finish. 4> Web Site / *i l� 0 APPROVED 4' BOLT HOLE For Listing/Approval Details h BOLT HOLE � 4/41 4 � � sNs and Limitations visit ow wrw.anvillett.som or contact an is 3 /e' THD. ROD Anvil°/AnriiStarTM Sates Representative. 1 I 1 —..1 I-0-- 1--- Fig. 207 3 /e --j 4 1-* -- 1 ( ; BOLT HOLE s /s" BOLT HOLE + 3/ 1 1 III 1/2'THD. ROD i I , Fig. 207 1/2 ' FIG. 207 •-1 –•I I. -1, —•I 14 Rod She Bak �•, Load A Size With Log With Bolt Weight Screw to Steel In. In lbs. lbs. lbs. 4 400 620 0.17 i1 560 i i1 650 I/2 1,150 0.42 5 4 850 Refer to the Pipe Hanger Catalog for Additional Parts available on Anvil's Web Site www.anvilintl.com PFi1JFi,1 INtCFf4'1ATIoN: APPHUVAt 514111: Project: undefined Date: undefined I Phone: undefined Architect / Engineer: undefined . Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined Anvil° Pipe Hangers & Supports For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 06.09.06.0016 go to www.anvilstar.com or contact your local AnvilStar representative /N/(L Globe Pipe Hanger Products, Inc. - 300 Series Iron Pipe Swivel Ring http:// globepipehanger .thomasnet.com/printitems /series- 300 - swivel -rin. . Globe Pipe Hanger Products, inc. 14601 Industrial Pkwy Cleveland, OH, 44135, US p,,.,,,,,,. 7�R` 75.`7 a 2nr+ Toll -free: (800) 338 -3555 Email: sales c©Dglobepipehanger.com Website: http: / /www.globepipehanger.com All Categories > Series 300 Swivel Rings > 300 Series iron Pipe Swivel Ring > View items 300 Series Iron Pipe Swivel Ring Check up to five results to perform an action. SIZE RANGE: 1/2" through 8' pipe sizes MATERIAL: Orn_nfll.iri�9r4 r'`s.nr C4 ®s0 ,.,,it - Ci9- +rnnIaf ine-rt n,!4 FINISH: Pre - Galvanized. ORDERING: Specify rod size; finish; and model number and pipe size. UL Listing and FM Approved. Complies with Federal Specification WW H -171E (Type 10) and A -A 1192A (Type 10) and Manufacturers Standardization Society SP- 69 (Type 10) and NFPA standards for reduced rod sizes. FUNCTION: Design and recommended for the suspension of non - insulated stationary pipe lines. The hanger maybe installed prior to the erection of piping and also allows for vertical adjustment after installation. II Tif f) SI71 i 1 la ... Ii t f1 13 E C Result* i - IN ui 13 Item l'i e iz C C? E Max Recommended i oad 3/8 2 1/2 1 1/2 1 1/8 t 1,2 iricr � s inches inches inches it ii;i ins inches ' ' "" ' 3/8 2 5/8 1 3/4 1 1/8 ., .'D.-, 314 inches is inches inches 3 1/8 inches is 400 Ibs s a ^ - - ^ rp t A } / I!1 1 inches "/" `'�` -' ' ' ' '" 3 3/8 inches 1, " 400 Ibs 1 inches inches inches inches 1 of 2 12/10/2008 9:51 M Globe Pipe Hanger Products, Inc. - 100 Series Universal Beam Clamp http:// globepipehanger .thomasnet.com/printitems /beam - clamp /100 -serie . 5/8 1 1 /2 1 1/2 3/4 /2 1 inches 3/4 1 inches 600 Ibs inches inches inches inches inches 3/4 1 7/8 1 3/4 5/8 1 3/8 1 1 /4 . , r� QOe. ! inches inches inches inches inches ' " v- inches 7/8 2 inches 1 3/4 5/8 1 1/2 1 inches 1 1/4 1200 Ibs inches inches inches inches inches .. __ _._ , F. _. F 1 Pr irnt Flack 2 of 2 12/10/2008 9:50 Al 11/1b/20U8 1:18:42 f2 f fjjb4Uld f lJ'I- UUTA I ES NA'iE al PRODUCT INFORMATION UL Listed. FM Approved. ULC Listed. i Model : BV-G (Grooved End Butterfly Valve) • ,., Specifications y' f' Size 2 -112" Through 8" Working Press. : 175 psi Max. Test Press. : 350 psi Working Temp. : 250 °F (120t) Factory Installed UL Approved Tamper Switch. Material Body = Ductile Iron, Nylon-11 Coated Disc : AI— Bronze, Ductile Iron, EPDM Encapsulated Stem : Stainless Steel, Hardened & Tempered w► Model : BV-W (Wafer Butterfly Valve) Specifications i 7 - Size : 2 -112" Through 8" -.Working Press. : 175 psi Max. Test Press. : 350 psi Working Temp. : 250 °F (120t) Factory installed UL Approved Tamper Switch. Material Body : Ductile Iron, EPDM Encapsulated Disc : AI— Bronze, Ni —Cr Plated Stem : Stainless Steel, Hardened & Tempered _.) 12/10/2008 08:42 7277338400 RUPP ASSOCIATES PAGE 02 S .Pl ((/ ... . .esw+aiwusry ....-- �- s..�•�..r "R _.��.T�_. ._�_. ..ems .-... TECHNICAL DATA Dimension(SCH 40, C= Grooved End(2 -1J2" Through 8 ") T i i ) am ! =r ;' ill Wafer Styte(2-1/2" Through 8 ") 1 t ,i , v to au a 171 _..� r Dimensions- Weights Unit ; mmench) eipe Style Size L1 L2 H1 H2 d P.C.D vv�i�rn kq (ibs) 2 - 1/2" 73(21/2) 98.4(3.80) 105(4.13) . 135(3.31) 135(5.31) 125(4.92) - 8.2(18.04) 3 38.9(3) 96.4(3.30)' 112(4.41) 135(5.31) 142(5.59) ' 125(4.92) 9.0(1.011) Grooved End 4` 114.3(4) 115.4(4.54) 145(5.71) 135(5.31) 175(8.89) 125(4.92) - 10.7(23.54) 8" 168.3(8) 132.4(5.21) 179(7.05) 193(7.60) 209(823) 225(8.86) - 15.2(33.44) 019 i47,4(5 60)- 204(9005) igs(7,80) 234(9.21) : 225(n mg) , - 00 a(4A,3g) 2 - 1/2" - 49.0(1.93) 120(4.72) 135(5.31) 150(5.91) 125(4.92) 139.5(5.49) 8.8(19.36) 3" - 49.0(1.93) 127(5.00) 135(5.31) 157(6.18) 125(4.92) 152.5(6.00) 9.3(20.46) Wafer 4" - 55.0(2.17) 145(5.71) 135(5.31) 175(6.89) 125(4.92) 180.5(7.11) 9.8(21.58) 59.0(2.32) 180(7.09) 199(7.60) 210(8.27) 225(8.86) 241.0(9.49) 13.1(28.82) a - 83.0(2.48 204(8.03) 193(7.60) 234(8.21) 225(8.86) 298.5(11.75) 17(37.40) " D Series t S STEM Waterflow Detector L �� SEN5OR UL ULC /Canadian Models Models It WFD20 WFD20A WFD25 WFD25A kk WFD30 WFD30A �p;� WFD30.2 WFD30.2A WFD35 WFD35A WFD40 WFD40A WFD50 WFD50A WFD60 WFD60A WFD80 WFD80A / Replacement Parts +t A3008 -00 Retard Mechanism . A77-01-02 Terminal Block , 1 546 -7000 Cover Tamper Switch Kit 4 ,. I %';-';,~', WFDW Cover Wrench' WFDN4 Replacement gasket kit , li y . q ,xk Product Overview New WFD30 -2 models install in 2" System Sensor's WFD series is compatible with schedule 10 through 40 steel pipe, hole sizes sizes 2" through 8 ", and can be mounted in a vertical or horizontal position. f..IUYJ. aaaIJ.1.H..,V1.. The WFD series consists of a rugged, NEMA 4 rated Sealed retard mechanism assures that enclosure. Designed for both indoor and outdoor use, the WFD series operates the retard is not contaminated by dust across a wide temperature range, from 32 °F to 120 °F. and dirt when the cover is removed Reliahie Performance. UL listed models are equipped with tamper resistant Visual switch activation permits cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) installer to accurately set retard under synchronized switches are enclosed in a durable terminal block to assure noisy conditions reliable performance. Rugged, dual SPDT switches are enclosed in a durable terminal block The WFD series incorporates a mechanical retard fea- ture, which minimizes the risk of false alarm due to pressure surges or air Accommodates up to 12 AWG wire trapped in the sprinkler system. In addition, the mechanical retard's unique 100% synchronization activates sealed design is immune to dust and other contaminants. Simplified Operation. Th WFD series is designed installation. Two simultaneously gn to simplify P . fy conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field - replaceable. 0 (gt? 41; MEA LISTED APPROVED approved iii Engineering Specifications • Vane-type waterflow detectors shall be installed on system piping as designated on the drawing and /or as specified herein. from any fittings which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi for 2" - 8" pipes. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The delay mecha- nism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a consist of dual SPDT switches (Form C contacts). Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Static Pressure Rating Conduit Entrances Service Use 450 PSI Two openings for 1/2" conduit. One open, one Automatic Sprinkler: NFPA -13 knockout type One or Two Family Dwelling: NFPA 130 Triggering Threshold Bandwidth (Flow Rate) Residential Occupancies up to 4 Stories: NFPA 13R 4 -10 GPM National Piro Alarm roiio• NF1:1-79 Maximum Surge ...,s. 4 `,0 ' `� "''° � Warranty 18 Feet Per Second (FPS) Enclosure Rating* 3 Veers NEMA 4 - suitable for indoor /outdoor use Compatible Pipe: U.S. Patent Numbers Steel water pipe, schedule 10 through 40 Cover Tamper Switch 3.845.259 CS an,iar,i with III r condole rt 70') '1 Contact Ratings Optional for UL models, part no. 546 -7000 5.213.205 Two sets of SPOT (Form C) 10.0 A, 1/2 HP @ 125/250 VAC Shinning Weight 2.5 A @ 6/12/24 VDC WFD20: 4.2 lbs. WFD40: 5.2 lbs. WFD25: 4.3 lbs. WFD50: 6.3 lbs. Overall Dimensions Installed • WFD30: 4.5 lbs. WFD60: 6.8 lbs. 6,i a"1 LIau Y. I ub. Ya r VOU. I.0 IUD. ___ WFD35: 4.7 lbs. 10- .t■ 1 - In u bolt nut 1.1 in ■ n Pip. saddle I e �� Ii/ wads von I, yy . I Mod& !Width I Model !Width l �� WFD25 4.6' 1'.1F-6-5-(5 7.8" u eon WFD30 5.2" WFD60 9.0" WFD30 -2 5.7 WFD90 10.8" .�-- tmate: 5.s Table WFD35 5.7" Ordering Information UL Model Numbers ULC /Canadian Model Numbers Pipe Size Hole Size Part Number Description WFD20 WFD20A 2 1 A3008 -00 Retard mechanism WFD25 WFD25A 2 1 A77 -01 -02 Terminal block WFD30 WFD30A 3" 1 546.7000 Tamper proof switch kit WFD35 WFD35A 3 1 WFDN4 Gasket kit WFD40 WFD40A 4" 2" W FD50 W FD50A 5° 2" WFD60 WFD60A 6' 2" W FD80 I W FD80A 18' 12" *UL listed only. System Sensor Sales and Service . System Sensor Headquarters System Sensor In Canada System Sensor In China System Sensor In the Far East System Sensor In India 3825 Ohio Avenue Ph: 905.812.0767 Ph: + 86.29.524.6253 Ph: + 852.21919003 Ph: + 91.11.558.2119 St. Charles, IL 60174 Fx: 905.812.0771 Fx: + 86.29.524.6259 Fx: + 852.27366580 Fx: + 91.11.567.6815 Ph: 800- SENSOR2 • Fx: 630/377-6495 System Sensor In Europe System Sensor In Singapore System Sensor In Australia - - .- Ph: + 44.1403.276500 Ph: + 65.273.2230 Ph: + 613.54.281.142 1-800-736-7672 x3 Fx: + 44.1403.276501 Fx: + 65.273.2610 Fx: + 613.54.281.172 Web: www.systemsensor.com C 1999 System Sensor. The company reserves the right to change product specifications without notice. A05-180-06- 6/00(5N• #545 ES- A- 3000SS Series 3000SS A M E S Double Check Detector Assemblies FIRE &WATERWORKS Sizes: 2 - 12" (65 - 300mm) 1 . i 1 1 3000SS 11 Features ;: -0 :p • Patented Cam -Check Assembly valve --. provides low head loss = �• A , . • Short lay length is ideally sulted for • retrofit installations • Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost • Stainless steel construction provides long term corrosion protection and Series 3000SS Double Check Detector Assemblies are designed for use in accordance maximum strength with water utility non - health hazard containment requirements. It is mandatory to • Single top access cover with two -bolt prevent the reverse flow of fire protection system substances, i.e., glycerin wetting grooved style coupling for ease of agents, stagnant water and water of non potable quality from being pumped or maintenance siphoned into the potable water supply. • No special tools required for servicing • Compact construction allows for Specifications smaller vaults and enclosures A Double Check Detector Assembly shall be installed on fire protection systems when • Furnished with 5 /e" x 3/4" bronze meter connected to a potable water supply. Degree of hazard present is determined by the (gpm or cfm) local authority having jurisdiction. The main valve body shall be manufactured from • Detects underground leaks and 300 Series stainless steel to provide corrosion resistance, 100% lead free through the unauthorized water use waterway. The double check detector assembly consists of two independently operating, • Maybe installed horizontal or vertical spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass "flow up" position assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam -check shall be internally Available Models loaded and provide a positive drip tight closure against reverse flow. Cam -check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable Suffix: seat. There shall be no brass or bronze parts used within the cam -check valve LG - less shutoff valves assembly. The check valve seats shall be of molded thermoplastic construction. The OSY - UL/FM outside stem and yoke use of seat screws as a retention method is prohibited. All internal parts shall be resilient seated gate valves accessible through a single cover on the valve assembly. The valve cover shall be held OSY FxG - flanged inlet gate connection and in place through the use of a single grooved style two bolt coupling. The bypass line grooved outlet gate connection shall be hydraulically sized to accurately measure low flow. The bypass line shall con OSY GxF - grooved inlet gate connection sist of a meter, a small diameter double check assembly with test cocks and isolation and flanged outlet gate connec valves. The bypass line double check valve shall have two independently operating lion modular poppet check valves, and top mounted test cocks. The assembly shall be an OSY GxG Ames 3000SS. - grooved inlet gate connection and grooved outlet gate connection Materials CFM - cubic feet per minute GPM - gallons per minute meter All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless Post indicator plate and operating nut steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. available - consult factory Noryl® is a registered trademark of General Electric Company. Job Name ZEPHYRHILLS FIRE STATION #2 I Contractor " a ... sr ` Job Location -J 38410 6th Ave Zephyrhills, FL 335421 Approval 1 I Engineer 1 1 Contractor's P.O. No. 1 1 • Approval 1 1 Representative I I Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Pressure — Teinperature Standards Temperature Range: 33 °F -110 °F (0.5 °C - 43 °C) ASSE 1048, AWWA C510 -92, CSA B64.5, UL 1469 Maximum Working Pressure: 175psi (12 bar) Capacity Approvals UL Classified (OSY only), FM (sizes 2 - ", OSY only) Flow curves as tested by Underwriters Laboratory per UL 1469, ® ` s 1996. * Rated flow **UL Tested - Approved kPa psi 2 (65mm) * ** kp, a 83 12 Pa 6 `') * ** 69 10 103 15 55 8 ''� 83 9 41 6 62 6 `��� 28 4 �' 41 6 14 2 21 3 IN................_ 0 25 50 100 150 200 250 300 350 400 450 500 525 gpm 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 1995 Ipm 380 760 1140 1520 1900 2280 2660 3040 3420 3600 4180 4560 4940 5320 5700 min 15 fps 5 10 15 fps 48 m p s 1.5 3 48 mps kPa psi 3" (80mm) * ** kPa psi 8" (200mm) 83 12 - - _ - 83 12 - - * 69 10 8 62 9 41 6 41 6 28 4 21 3 14 2 0 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 2090 2280 ism 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 Ipm 15 fps 5 10 15 fps 4.8 mps 1.5 3 48 mps kPa psi 4" (100mm) * ** kPa psi 10" (250mm) * ** 103 15 83 12 103 15 83 12 62 9 1 41 6 62 9 21 3L___\ 41 6 0 0 21 3 �_ 0 50 100 150 200 250 300 350 400 450 500 550 600 850 700 750 gpm 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 3000 3500 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 26602850 Ipm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 11400 13300 Ipm fps 1.5 3 4.6 mps 1.5 3 mps —� 11 0 psi 12" (300mm) kP 110 16 " 97 14 '� 1 C 83 12 69 10 -a . r gotl � (OPen) .1 55 8 Q - ---n ^ - O���O 41 6 ` . 1 o\ 28 4 14 2 ai ■ o o ° O 0 500 1000 1500 2000 2500 3000 3500 4000 4500 gpm 1900 3800 5700 7600 9500 11400 13300 15200 17100 Ipm 5 10 file 1 A - -i P 15 3 Ws SIZE ■DN: DIMENSIONS NET WEIGHT, NET WEIGHT A C rosy) D G L P w /Gates w/o Gates 117. mm in. mm in. mm in. mm in. mm in. mm in. mm !b. kg. !b. kg. 2 65 37 965 16 416 3 89 10 250 22 559 12 318 155 70 68 31 3 80 38 965 18 479 3 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22 578 4 114 10 250 22 559 14 368 240 109 73 33 6 150 48 1232 30 765 5 140 15 381 27 699 15 394 390 177 120 54 8 200 52 1334 37 959 6 171 15 381 29 749 18 464 572 259 180 82 10 250 55 1410 45 1162 8 200 15 381 29 749 19 495 774 351 190 86 12 300 57 1461 53 1349 9 241 15 381 29 749 21 533 1044 474 220 100 A , ,,' ; r Q M E S lso[llllj FIRE & WATERWORKS www. amesfirewater. com A Watts Water Technologies Company USA: Backflow 1427 N. Market Blvd • Suite 49 • Sacramento, CA 95834 • T: 916 - 928 -0123 • F: 916 - 928 -9333 Control Valves 18550 Hansen Road • Houston, TX 77075 • T: 713 - 943 -0688 • F: 713 -944 -9445 Canada: 5435 North Service Rd. • Burlington, ONT. L7L 5H7• T: 905 - 332 -4090 • F: 905- 332 -7068 ES- A- 3000SS 0936 0 2009 Ames Fire & Waterworks r 00' 1 in the c* c)t I he gabo , Is�s��� fro €tt 14p.,1tao at y ' A�o�`a & '' Stt Slatkz, � 4. PSI, 18 Psi, fm� � fmim 4 tz 22 GiPM @ 1 h�1 thl-6VI in qtl y F o ff St Ation .:. 55 P - Gl I € ! 2 Irbil. �~t€�N f0l. n1 4,25. �� I;` � %V f �� P I tfce ^,' I Mh a r`��( mod N!. Cllr , ace. f ii i ' 2, 0k), - -_ _...... o� 1' 1• i• i' Design Data T -5, 01-10 4' -0 Q '_10, VALVE Hozard LIGHT AND ORDINARY GROUP I 4" I aff . a 8 '_ 5 . i' i• . • Q4 Area 1130 square feet 01-101 4'-0' ` A i 1 0' -6' 0 9'- 1' 1• • 1' -8 4' -2: 4'- 1' 1' o _l 4" X 24 REDUCEI =L TO SYSTEM FLOW SWITCH WIRING TO ALARM SYSTEM BY ALARM CONTRACTOR SHOTGUN BAR JOIST Design Data T -5, i celting ht VALVE Hozard LIGHT AND ORDINARY GROUP I 4" 0`=11' 1' -0 o _l 4" X 24 REDUCEI =L TO SYSTEM FLOW SWITCH WIRING TO ALARM SYSTEM BY ALARM CONTRACTOR SHOTGUN BAR JOIST Design Data CHECK Ateo 4" VALVE Hozard LIGHT AND ORDINARY GROUP I 4" Hose 100 \ CHECK 2" MAIN VALVE DRAIN 200' Area 1130 square feet 108 Contract With 5" STORZ F.D.C. Walls - _BUTTERFLY Flow Test Data 4 " VALVE W/ "— CONCRETE ff TAMPER 6" X 4 55 PSI lRes 28 PSI JGPM WIRING TO ALARM REDUCER 1/2 SYSTEM BY ALARM 5.6 5 CONTRACTOR FROM 6 " SUPPLY DR18 TB RISER DETAIL (NTS) 01 3 A- A J -- 16' -11A' - n,' Cu 0 I 1' a 0. 1 ,_ 2 , 1 ,_ 10 , 9' -8• 1 1- 0 0 11' -9 ~' 1, Cu °° c i 1' -2' 1' 1• % 4 • ° 4' -i i' -k0' c 9 1 1 -00 o (u I , d• 1 • � ; ° 0 - 510 1 - 1 3' - N `II, a cy aff `� -4 i 9' -9'� n 1• 1' 1 ` 1• i' aff • 9 0'_5• b ° 0' -6' N • 1 ' i'""� ' i , v •, I o 6' -7' 0_11 90--70 0' -10' ° 1� 0• Cu N o d' 5'_5. 8 '_ 2 • 45' -4' 1 1 40' -8' _� 4' -6'I GENERAL UNDERGROUND NOTES 1. ALL DESIGN, INSTALLATION AND MATERIALS SHALL MEET THE LATEST EDITION OF NFPA 13, NFPA -24 AND ALL RELATED CODES UTILIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALTHOUGH NOT SHOWN, ALL SLIP - JOINTS AND MJ FITTINGS TO BE FULLY RESTRAINED WITH MEGALUGS IN ACCORDANCE WITH NFPA 24 STANDARDS. 3. ALL UNDERGROUND PIPE TO BE AWWA C -900 PVC, DR -18 .. MIN. 150 PSI RATING ANY EXPOSED SUPPLY PIPING TO BE DUCTILE IRON OR GALVANIZED WITH GALVANIZED FITTINGS. 4. UNDERGROUND FITTINGS TO BE MECHANICAL JOINT WITH MEGALUG RESTRAINTS ... 5, ALL UNDERGROUND PIPE TO BE PROPERLY BEDDED AND BURIED WITH A MINIMUM OF 30 ' OF COVER 6. BEFORE ANY UNDERGROUND PIPING IS BURIED, THE SPRINKLER CONTRACTOR SHALL NOTIFY T - HE AUTHORITY HAVING JURISDICTION , SO THAT THEY MAY PROPERLY INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS. 7. SPRINKLER CONTRACTOR TO PROVIDE 1 A) 150 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNEIR. 8. FLOW TEST PER CITY OF ZEPHYRHILLS WATER DEPT. DECEMBER 2, 2009 ,.. STATIC 55 PSI RESIDUAL 28 PSI FLOW 2854 GPM S 8 � A 6'-0' L 1 OR 2 HOUR RATED CONCRETE 3M FIRE BARRIER CP BLOCK WALL ASSEMBLY T -- `'i T - 25WB+ CAULK OR `- - EQUAL CONDUIT PACKING MATERIAL } NOTES; 1. CONDUIT WILL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, 2. THE ANNULAR SPACE BETWEEN CONDUIT AND PERIPHERY OF OPENING WILL BE LESS THAN 1 -18 INCHES. 3. MAXIMUM OF (1) CONDUIT PER FIRESTOP SYSTEM. 4. PACKING MATERIAL - MINIMUM 4 INCH THICKNESS OF MINIMUM 8 PCF MINERAL WOOL BATT INSULATION WILL BE FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. 5. PACKING MATERIAL WILL BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK MATERIAL. 6, CAULK MATERIAL - MINIMUM 112 INCH THICKNESS OF FILL MATERIAL WILL BE APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. 7. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. FIRE RATED CONCRETE BLOCK WALL CONDUIT PENETRATION U.L. C -AJ -1045 NOT TO SCALE 2 H❑UR PENETRATI ❑N DETAIL GENERAL. NOTES b ALL DESIGN, INSTALLATI ❑N AND MATERIALS SHALL BE AS PER NFPA -13 AND ALL RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION. SPRINKLER PIPING SHALL NOT PASS OVER ANY ELECTRICAL PANEL OR SWITCHBOARDS, COORDINATE WITH OTHER TRADES (INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL) FOR AVAILABLE SPACE AND INSTALLATION REQUIREMENTS PRIOR TO COMMENCING FABRICATION AND CONSTRUCTION, WELDED PIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA -13 AND AWS D 10.9 LEVEL A4 -3. NO SITE WELDING. FIELD VERIFY PIPE ROUTING AND CUT LENGTHS PRIOR To FABRICATION SPRINKLER SPACING PER NFPA 13 ... ABOVE GROUND PIPE (ASTM A- 120 -55) A) 1' TO 2'... BLACK STEEL, SCH,40 /DYNATHREAD B) 2 1/2' TO 6' , , , BLACK STEEL, SCH, 10 /DYNAFLOW FITTINGS FOR 1' TO 2' TO BE BLACK CAST IRON AND /OR MALLEABLE IRON, RATED FOR 175 PSI WORKING PRESSURE, FITTINGS FOR 2' TO 6' TO BE GROOVED, FLANGED, OR WELDED AND RATED FOR 175 PSI WORKING PRESSURE, HANGER MATERIAL TO BE LISTED FOR FIRE SPRINKLER SYSTEMS, BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE AUTHOR RITY HAN;ING JURISDICTION , SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS, SPRINKLER CONTRACTOR TO PROVIDE A) 200 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNER. INTREPID FIRE PROTECTIONS SCOPE OF WORK BEGINS 1' ABOVE GRADE AT THE SUPPLY TO IPE BACK ="LOW FREVENT`_R, 1 1 ' 7'_3 ottoM of wood . i aff I P1 I Ln ti �JE • I �� I`t P '� �o v 1' ti 4 ,_ i � 1• 5 1, - 6' P Bldg.Const. BAR JOIST Design Data I� 45' -4' 1 1 40' -8' _� 4' -6'I GENERAL UNDERGROUND NOTES 1. ALL DESIGN, INSTALLATION AND MATERIALS SHALL MEET THE LATEST EDITION OF NFPA 13, NFPA -24 AND ALL RELATED CODES UTILIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALTHOUGH NOT SHOWN, ALL SLIP - JOINTS AND MJ FITTINGS TO BE FULLY RESTRAINED WITH MEGALUGS IN ACCORDANCE WITH NFPA 24 STANDARDS. 3. ALL UNDERGROUND PIPE TO BE AWWA C -900 PVC, DR -18 .. MIN. 150 PSI RATING ANY EXPOSED SUPPLY PIPING TO BE DUCTILE IRON OR GALVANIZED WITH GALVANIZED FITTINGS. 4. UNDERGROUND FITTINGS TO BE MECHANICAL JOINT WITH MEGALUG RESTRAINTS ... 5, ALL UNDERGROUND PIPE TO BE PROPERLY BEDDED AND BURIED WITH A MINIMUM OF 30 ' OF COVER 6. BEFORE ANY UNDERGROUND PIPING IS BURIED, THE SPRINKLER CONTRACTOR SHALL NOTIFY T - HE AUTHORITY HAVING JURISDICTION , SO THAT THEY MAY PROPERLY INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS. 7. SPRINKLER CONTRACTOR TO PROVIDE 1 A) 150 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNEIR. 8. FLOW TEST PER CITY OF ZEPHYRHILLS WATER DEPT. DECEMBER 2, 2009 ,.. STATIC 55 PSI RESIDUAL 28 PSI FLOW 2854 GPM S 8 � A 6'-0' L 1 OR 2 HOUR RATED CONCRETE 3M FIRE BARRIER CP BLOCK WALL ASSEMBLY T -- `'i T - 25WB+ CAULK OR `- - EQUAL CONDUIT PACKING MATERIAL } NOTES; 1. CONDUIT WILL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, 2. THE ANNULAR SPACE BETWEEN CONDUIT AND PERIPHERY OF OPENING WILL BE LESS THAN 1 -18 INCHES. 3. MAXIMUM OF (1) CONDUIT PER FIRESTOP SYSTEM. 4. PACKING MATERIAL - MINIMUM 4 INCH THICKNESS OF MINIMUM 8 PCF MINERAL WOOL BATT INSULATION WILL BE FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. 5. PACKING MATERIAL WILL BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK MATERIAL. 6, CAULK MATERIAL - MINIMUM 112 INCH THICKNESS OF FILL MATERIAL WILL BE APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL. 7. CONSULT CURRENT U.L. FIRE RESISTANCE DIRECTORY FOR DETAILS. FIRE RATED CONCRETE BLOCK WALL CONDUIT PENETRATION U.L. C -AJ -1045 NOT TO SCALE 2 H❑UR PENETRATI ❑N DETAIL GENERAL. NOTES b ALL DESIGN, INSTALLATI ❑N AND MATERIALS SHALL BE AS PER NFPA -13 AND ALL RELATED CODES UTILIZED BY THE AUTHORITY HAVING JURISDICTION. SPRINKLER PIPING SHALL NOT PASS OVER ANY ELECTRICAL PANEL OR SWITCHBOARDS, COORDINATE WITH OTHER TRADES (INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, STRUCTURAL, AND ARCHITECTURAL) FOR AVAILABLE SPACE AND INSTALLATION REQUIREMENTS PRIOR TO COMMENCING FABRICATION AND CONSTRUCTION, WELDED PIPING TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA -13 AND AWS D 10.9 LEVEL A4 -3. NO SITE WELDING. FIELD VERIFY PIPE ROUTING AND CUT LENGTHS PRIOR To FABRICATION SPRINKLER SPACING PER NFPA 13 ... ABOVE GROUND PIPE (ASTM A- 120 -55) A) 1' TO 2'... BLACK STEEL, SCH,40 /DYNATHREAD B) 2 1/2' TO 6' , , , BLACK STEEL, SCH, 10 /DYNAFLOW FITTINGS FOR 1' TO 2' TO BE BLACK CAST IRON AND /OR MALLEABLE IRON, RATED FOR 175 PSI WORKING PRESSURE, FITTINGS FOR 2' TO 6' TO BE GROOVED, FLANGED, OR WELDED AND RATED FOR 175 PSI WORKING PRESSURE, HANGER MATERIAL TO BE LISTED FOR FIRE SPRINKLER SYSTEMS, BEFORE ANY SPRINKLER PIPING IS CONCEALED, THE SPRINKLER CONTRACTOR SHALL NOTIFY THE AUTHOR RITY HAN;ING JURISDICTION , SO THAT THEY MAY INSPECT THE SYSTEM PIPING FOR CONFORMANCE WITH CODE REQUIREMENTS, SPRINKLER CONTRACTOR TO PROVIDE A) 200 PSI HYDROSTATIC TEST OF PIPING FOR 2 HRS. B) COPY OF MATERIAL AND TEST CERTIFICATE, WARRANTY AND INSTRUCTIONS TO THE OWNER. INTREPID FIRE PROTECTIONS SCOPE OF WORK BEGINS 1' ABOVE GRADE AT THE SUPPLY TO IPE BACK ="LOW FREVENT`_R, 1 1 ' 7'_3 ottoM of wood . i aff I P1 I Ln ti �JE • I �� I`t P '� �o v 1' ti 4 ,_ i � 1• 5 1, - 6' P Bldg.Const. BAR JOIST Design Data ® Wet ❑ Dry ❑ Pre- Action Ateo 155' 5.6 Hozard LIGHT AND ORDINARY GROUP I Sq. Ft. /Hd. 225 SO. FT. MAX -UNO Hose 100 7850+ SQUARE FEET Roof METAL DECK BRASS UPRIGHT GL5615 Denisity .10 AND .15 200' Area 1130 square feet 108 Contract With Walls CONCRETE BLOCK &WOOD STUD Flow Test Data BY CITY OF ZEPHYRHILLS FIRE DEPARTMENT BCC Floor CONCRETE Date 12/02/09 IStOtic 0 55 PSI lRes 28 PSI JGPM 2864 BRASS SIDEWALL GL5626 Jc5 No. 101 Bldg. Use Sprinklers FIRE STATION Revisions Syrn Mod & Type Orif Temp K- Factor Qty. 5 m No. Date Description Y InSt011atlOr) Notes . �.- CHROME PENDENT CL5601 1/2 155' 5.6 27 /� A �_ NFPA HANGER LOCATION BRASS UPRIGHT GL5615 1/2 200' 5.6 108 $ BRASS UPRIGHT GL5615 1 / 2 286' 5.6 0 —El GROOVE COUPLING LOCATION BRASS SIDEWALL GL5626 1/2 200' 5.6 5 10" CHROME SIDEWALL GL5626 1/2 155' 5.6 2 A.F.F. ABOVE FINISHED FLOOR 0 HYDRAULIC REFERENCE POINT TS TAMPER SWITCH LOCATION ALL HEADS = QUICK RESPONSE Total 142 FUM be &Nmd this review of plants submitted Is a Cw ty review to assist the contractor in complance with 9WICabia fire safety Codes. phis review is not intended to be a final approval of U18 submitted plans. It is the Contractor's Bois respansibi t e,lswe that tba plans are i complete mopliam -0 With all appkal le NFPA codes and toCA ordinances. In the event that furthef examination or site inspectlon reveals areas of non- amplianoe, it shall b Me Contractor's so'a respaaility, at thet sole expenso to bring thole areas hi Cottipl +atIa City a ssumes no responsibility for be conYxWs failure to be in covo pll ance wit,' alt appUr,3ble NFPA Codes atxi tot al ofthar es. SUBmri' fED PJ AN S) HAVE BEEN VIEWED BY ZEPHYItIIJ 1 R MARSH S OFFICE Reviewer: JAMES M. CURTIS 437912 7 29 F=A -72 1 X 352- 588,j) 1- 715 BAYHEAD HD. ADE CITY, FL 33523 ZEPHYRHILLS FIRE STATION �2 38410 6th Ave Zephyrhills, FL 33542 Date ' 12 -02 -09 - Survey B Drawn By ; PVC Approval By : Fire Marshal Degree Of Sprinklers 165' 212' 2g6 This Sheet Total On Contract Scale: 1/8 " =1' -0 uno Dwg. No, 1 OF 1 t P I IN TREPIC) 1 314 EAST AZALEA AVENUE FIRE PROTECTION, LLC TAMPA, FL. 33612 f7 Cj ti p U ; 40 N CLI l� s