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Home My WebLink About08-7645 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 FIRE SPRINKLER SYSTEM PERMIT 7645 Permit Number: 7645 Permit Type: FIRE SPRINKLER SYSTEM Class of Work: FIRE-SPRINKLER SYS Proposed Use: NOT APPLICABLE Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 3,986.00 3/19/2008 Name: ADVEN T A 210.00 Address: 7050 GALL BLVD 210.00 ZEPHYRHILL FL 33541 3/19/2008 Phone: 813783-6189 CONNECT TO 3' DOMESTIC WATER AT 2' OUTLET Address: 38233 DAU HTERY RD ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 35-25-21-0010-12300-0000 S FIRE INSPECTION FEES 110.00 0~ ~\.1-' '\ \ &- . .fI1553 ~\)t, LuJ.u' flft'( 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 $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ~~ CONTRACTOR SIGNATURE I PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPEcnON CALL FOR INSPEcnON - 8 HOURS NOnCE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 Dale Received -If'/} ~rS Owner's Name Owner's Address Fe. Simpl. Till.holder Namel ~ z... 3 3 Fee Simple Titlehold.r Address I v~tt~ ~O JOB ADDRESS ~ 1. '33 D I B NEW CONSTR ~ ADD/AL T D INSTALL REPAIR D SFR D COMM ell' D BLOCK D FRAME D (.N\~c..\ <to ~.. .lOV'CC..Sh'L IUcl.tu ..t ~,. LOT# SUBDIVISION WORK PROPOSED SIGN D MOVE D DEMOLISH PROPOSED USE TYPE OF CONSTRUCTION ,..otl.uti.,\ OTHER I ~iu. S~.",k.lu C.."t~1 "_11M. '-ctflow.. . DESCRIPTION OF WORK OTHER If," STEEL [tJ ell.4t\.t.f . SQ FOOTAGE I HEIGHT I BUILDING SIZE ~ BUILDING 1$ D ELECTRICAL 1$ D PLUMBING 1$ D MECHANICAL 1$ DGAS D FINISHED FLOOR ELEVATIONS I - 'T- 'f - ROOFING I I I I D I AMP SERVICE D PROGRESS ENERGV o w.R.E.C. VALUATION OF TOTAL CONSTRUCTION 3'1CZ (;:> .012) VALUATION OF MECHANICAL INSTALLATION SPECIAL TV D OTHER FLOOD ZONE AREA DVES DNO 1 T~ COMPANY REGISTERED VI N FEE CURRENT I V/N I License # COMPANY REGISTERED V/ N FEE CURRENT ~ License # COMPANY REGISTERED VI N FEE CURRENT ~ License # COMPANY REGISTERED V/N FEE CURRENT ~ BUILDER SIGNATURE Address ELECTRICIAN I SIGNATURE . Address I PLUMBER I SIGNATURE I Address MECHANICAL I SIGNATURE . Address I OTHER I SIGNA TURE Address I ~Ic) I .t)~t~;o~ floc.c 'f ~ H U6Jt COMPANY REGISTERED (.01 V/ N License # I ~iK P('(!)+~l.+"()1) FEE CURRENT V / N License # 10"" f'lt>OOfl'lfS AU RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Stormwater Plans w/ Silt Fence installed. Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects Attach (3) complete sets of Building Plans plus a L~e Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite. Construction Plans, Stormwater Plans wi Silt Fence installed, Sanitary Facilities & 1 dumpster Site Work Permit for all new projects. All commercial requirements must meet compliance Attach (2) sets of Engineered Plans. --PROPERTY SURVEY required for all NEW construction. COMMERCIAL SIGN PERMIT Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2600, a Nolice of Commencement is required. (A/C upgrades over $60001 Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plol/Survey/Footage) Driveways-Not over Counter ~ on public roadways. .needs ROW ---------- .----. 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 compli~nce 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 727-8~7- 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 . TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, 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. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. 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 ICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affinned) before me this by Who is/are personally known to me or has/have produced as identifICation. CONTRACTOR Subscribed and swor ~.III~'" by Who is/are pJlWllIi!.!XJ<nown to me or has/have produced as identification. Notary Public ,~~~~,u Notary Public Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed ~yp~ r~r ,,~i Notary Public Stale 01 ~ orida Georgia W Prieto My CommISSion 00545196 Expires 0610112010 I Fire Chief Keith Williams ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road. Zephyrhills. FL 33542 Bus (813)780-0041 Fax (813)780-0044 FIRE SERVICE USER FEES ~ Occupancy No.: rY8-CX3) 6- ;:;; ~,: Plan No.: ,_ ~ CV1 BusinessName fL~~~~ BillingAddress:~'" 77/0 ~Ii. Business Address: ~ ~ . / ~ f57. 3"=o/~ Business Phone No.: Billing Phone No.~ -~ . -~ 7 Business Fax No.: Billing Fax No.: ~~~ ~~~ PLAN REVIEW FEES B Site Plan N/C Multi-Family/Commercial _06 sf (Minimum Charge $25.00 o Plan Revisions DBl Comments: INSPECTION FEES N/C N/C $100 $250 $500 FALSE ALARM FEE 1 st Alann N/C 2nd Alann N/C 3rd Alann N/C 4th Alann $100 5th Alann $150 6th A1ann $200 NON COMPUANCE $150 PERMIT FEE ~ Sprinkler Standpipes Fire Pump Hoods Fire Alann lP Gas Natural Gas F~I Tanks- perlank Sparklers Fire Works Camp Fire Controllecl Bum HoocIIDuct Place of Assembly Fire Protection Flammable Application Waste Tire Storage Generator < I<YV Generator >30 I<YV Bio-Hazard Waste Fumigation Tenting Torch Pot/Applied Haz. Materials B $50 $50 $50 $50 $50 $50 $100 $500 $25 $100 $50 $50 $25 $50 $50 $100 150 $100 Annual Annual Annual Annual $50 $50 $100 Annual ..--- PERMIT TOTAL~ FALSE ALARM TOTAL I ~ -- r:U"{) FIRE ALARM SYSTEM B System Acceptance $50 Recall Acceptance $50 OTHER ~ Fire Wall/Smoke Wall lP Gas Natural Gas $15 $25 $25 per wall per lank per system Annual 1st Re-inspection 2nd Re-inspection 3rd Re-inspection 4th Re-Inspection ~ SPRINKLER SYSTEMV) (Business closed until 0-25 Heads ~ violations corrected) 26 plus Heads $100 SPRINKLER SYSTEMS STANDPIPE SYSTEM ~ydro Undergrounds $45 o Per Riser $50 Hydrostatic Test ~system FIRE PUMP cceptance Test ~persysl8m o Per Pump $100 Hydrant Flow $75 FIRE ALARM SYSTEM B 0 - 25 Devices $50 26 plus Devices $100 SUPPRESSION SYSTEMS R~i2 :: BOther $50 KITCHEN EXHAUST o HoodIOucts OTHER B LP Installation per tank Fuel Tank Installation (Per Tank) o Natural Gas Installation (Per System) o Spray Booth $50 ~ Tent 1O'x10' or greater Fire Pump Fire Suppression System Acceptance B Exhaust HoodIOuct Re-inspection (other than annual) $50 D Inspection scheduled DBl and cancelled less than 24 hours B Construction Insp. N/C ~ Emergency Vehicle ACt $50 _ PLANS TOTAL~ INSPECTION TOTAL~ $50 $50 $50 $50 $15 $45 $30 per lent $30 DBl GRAND TOTAL Date:~o7 'llSII1!ctor. ~ ~"-N-e ~ Ffr'-- Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Kerry Barnett Bus (813) 780-0041 Fax (813) 780-0044 March 18, 2007 I have reviewed and approved the plans for a sprinkler system installation located at 38233 Daughtery Rd for the hyperbaric chamber unit. I have attached the comments for the plan approval. If there are any questions please contact my office at 813-780-0041. 1. New installation shall compliant with the Florida Fire Prevention Code and NFP A 13, 2007 Edition. 2. Be sure all valves are tamper protected and flows are monitored. 3. Label ceiling grids where valves are located above. Inspections Required 1. Pressure test. 2. Acceptance Test/Final. (done in conjunction with fire alarm final) EPCH WOUND CARE CENTER Fire Sprinkler Reports for APPROVED . by Fire arshal of ZephyrhilIs wlilicQ, e ts ro;i;;!/an(s) Prepared By: Kenyon & Partners Inc. 3203 Queen Palm Drive Tampa, FI. 33619 813-241-6488 March 05, 2008 'b '"\;" C) ~~ FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & Partners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 2 I General Project Data Report Elite Software Development, Inc. Project Title: Designed By: Code Reference: Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: EPCH Wound Care Center Florida Hospital Building M Wound Care Renovations Kenyon & Partners Inc. 3203 Queen Palm Drive 813-241-6488 EPCH Wound Care Center Description Of Hazard: Design Area Of Water Application: Default Sprinkler K-Factor: Inside Hose Stream Allowance: In Rack Sprinkler Allowance: Sprinkler Specifications Make: Size: Light Hazard 1500 ft2 5.60 K 0.00 gpm 0.00 gpm Date: March 05, 2008 Approving Agency: Phone: City, State Zip Code: Zephyrhills, FI. Representative: City And State: Tampa, FI. 33619 Building Owner: Florida Hospital Phone at Building: Sprinkler System Type: WET Maximum Area Per Sprinkler: 225 ft2 Default Pipe Material: SCHED 40 WET STEEL Outside Hose Stream Allowance: 0.00 gpm Model: Temperature Rating: o F Source Of Information: Test Hydrant 10: COX FIRE Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Inflow Residual Pressure: o ft 1060.00 gpm 132.47 gpm 54.57 psi Date Of Test: 3-12-08 Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure: 55.00 psi 35.00 psi 43.91 psi Calculation Mode: HMO Minimum Residual Pressure: Number Of Active Nodes: Number Of Active Pipes: Number Of Active Sprinklers: Active Version Demand 7.00 psi 9 8 5 Minimum Desired Flow Density: 0.10 gpm/ft2 Number Of Inactive Pipes: Number Of Inactive Sprinklers: o o 200 Pipe Capacity Wednesday, March 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & Pa.rtners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 3 Elite Software Development, Inc. I Fire Sprinkler Input Data Sprinkler Pressure Node Non-Sprinkler Node No. Node Description Area Group KFactor (K) Estimate (psi) Elevation Discharge (feet) (gpm) Non-Sprinkler N/A 43.91 10.00 0.00 2 Non-Sprinkler N/A 37.10 10.00 0.00 3 Sprinkler 5.60 34.20 10.00 0.00 4 Non-Sprinkler N/A 34.20 10.00 0.00 5 Non-Sprinkler N/A 31.41 10.00 0.00 6 Sprinkler 5.60 24.22 10.00 0.00 7 Sprinkler 5.60 21.30 10.00 0.00 8 Sprinkler 5.60 18.40 10.00 0.00 9 Sprinkler 5.60 16.14 10.00 0.00 Active Version 200 Pipe Capacity Wednesday, March 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & Partners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 4 Elite Software Development, Inc. I Fire Sprinkler Input Data Beg. End. Nominal Type Fitting Nominal Fitting Total CFactor Pipe Description Diameter Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 SCHED 40 WET STEEL 2.000 0 F2G2C 17.00 26.00 43.00 120 2 3 SCHED 40 WET STEEL 1.000 0 T 4.00 5.00 9.00 120 3 4 SCHED 40 WET STEEL 1.000 0 E 12.00 2.00 14.00 120 2 5 SCHED 40 WET STEEL 1.500 0 T 10.00 8.00 18.00 120 5 6 SCHED 40 WET STEEL 1.000 0 T 4.00 5.00 9.00 120 6 7 SCHED 40 WET STEEL 1.000 0 E 12.00 2.00 14.00 120 5 8 SCHED 40 WET STEEL 1.000 0 ET 14.00 7.00 21.00 120 8 9 SCHED 40 WET STEEL 1.000 0 E 12.00 2.00 14.00 120 Active Version 200 Pipe Capacity Wednesday, March 12,2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & pqrtners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 5 Elite Software Development, Inc. I Fire Sprinkler Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out (+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 2 0 132.47 0.00 0.00 0.00 43.91 2 1 0 -132.47 0.00 0.00 0.00 37.10 -0.00006 2 3 0 32.67 2 5 0 99.80 3 2 0 -32.67 32.75 0.00 0.00 34.20 0.07695 3 4 0 0.00 4 3 0 0.00 0.00 0.00 0.00 34.20 -0.00195 5 2 0 -99.80 0.00 0.00 0.00 31.41 -0.00004 5 6 0 53.33 5 8 0 46.47 6 5 0 -53.33 27.56 0.00 0.00 24.22 0.04572 6 7 0 25.81 7 6 0 -25.81 25.84 0.00 0.00 21.30 0.03172 8 5 0 -46.47 24.02 0.00 0.00 18.40 0.00133 8 9 0 22.45 9 8 0 -22.45 22.50 0.00 0.00 16.14 0.04610 Active Version 200 Pipe Capacity Wednesday, March 12,2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & PClrtners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 6 Elite Software Development, Inc. I Fire Sprinkler Output Data Beg. Nodal Residual Nom. Dia. Q (gpm) F. LIft Pipe-Len. PF-(psi) Elevation Discharge Inside Dia. (psi/ft) Fit-Len. End. KF actor (feet) (gpm) Pressure C-Value Velocity Fittings Tot-Len. PE-(psi) Node (K) (psi) (fps) Type-Grp (ft) PV-(psi) 1 0.00 10.00 0.00 43.91 2.00 132.47 0.15819 17.00 6.802 2 0.00 10.00 0.00 37.10 2.067 12.67 F2G2C 26.00 0.000 SCHED 40 WET STEEL 120 0 43.00 0.008 2 0.00 10.00 0.00 37.10 1.00 32.67 0.32281 4.00 2.905 3 5.60 10.00 32.75 34.20 1.049 12.13 T 5.00 0.000 SCHED 40 WET STEEL 120 0 9.00 0.030 2 0.00 10.00 0.00 37.10 1.50 99.80 0.31629 10.00 5.693 5 0.00 10.00 0.00 31.41 1.610 15.73 T 8.00 0.000 SCHED 40 WET STEEL 120 0 18.00 0.017 3 5.60 10.00 32.75 34.20 1.00 0.00 0.00000 12.00 0.000 4 0.00 10.00 0.00 34.20 1.049 0.00 E 2.00 0.000 SCHED 40 WET STEEL 120 0 14.00 0.000 5 0.00 10.00 0.00 31.41 1.00 53.33 0.79901 4.00 7.191 6 5.60 10.00 27.56 24.22 1.049 19.80 T 5.00 0.000 SCHED 40 WET STEEL 120 0 9.00 0.049 5 0.00 10.00 0.00 31.41 1.00 46.47 0.61952 14.00 13.010 8 5.60 10.00 24.02 18.40 1.049 17.25 ET 7.00 0.000 SCHED 40 WET STEEL 120 0 21.00 0.043 6 5.60 10.00 27.56 24.22 1.00 25.81 0.20871 12.00 2.922 7 5.60 10.00 25.84 21.30 1.049 9.58 E 2.00 0.000 SCHED 40 WET STEEL 120 0 14.00 0.024 8 5.60 10.00 24.02 18.40 1.00 22.45 0.16127 12.00 2.258 9 5.60 10.00 22.50 16.14 1.049 8.34 E 2.00 0.000 SCHED 40 WET STEEL 120 0 14.00 0.021 Active Version 200 Pipe Capacity Wednesday, March 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & Pa,rtners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 7 Elite Software Development, Inc. I Fire Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Code KFactor (K) Elevation Pressure ( ft2) Density Discharge Node No. (feet) (psi) (gpm/ft2) (gpm) 3 5.60 10.00 34.20 225.00 0.146 32.75 Sub Totals For Non-Group 225.00 0.146 32.75 6 5.60 10.00 24.22 225.00 0.122 27.56 Sub Totals For Non-Group 225.00 0.122 27.56 7 5.60 10.00 21.30 225.00 0.115 25.84 Sub Totals For Non-Group 225.00 0.115 25.84 8 5.60 10.00 18.40 225.00 0.107 24.02 Sub Totals For Non-Group 225.00 0.107 24.02 9 5.60 10.00 16.14 225.00 0.100 22.50 Sub Totals For Non-Group 225.00 0.100 22.50 Totals For All Groups 1125.00 0.100 132.67 Active Version 200 Pipe Capacity Wednesday, March 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & Pa.rtners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 8 Elite Software Development, Inc. I Fire Sprinkler Output Summary HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM: 9 16.14 psi 22.50 gpm Sprinkler System Type: Specified Area Of Application: Minimum Desired Density: Application Average Density: Application Average Area Per Sprinkler: Sprinkler Flow: Average Sprinkler Flow: WET 1500.00 ft2 0.100 gpm/ft2 0.088 gpm/ft2 300.00 ft2 132.67 gpm 26.53 gpm Maximum Flow Velocity ( In Pipe 5 - 6 ) Maximum Velocity Pressure ( In Pipe 5 - 6 ) 19.80 ftlsec 0.05 psi Allowable Average Nodal Pressure Imbalance: Actual Maximum Nodal Pressure Imbalance: Actual Average Nodal Pressure Imbalance: Actual Maximum Nodal Flow Imbalance: Actual Average Nodal Flow Imbalance: 0.0500 psi 0.0653 psi 0.0269 psi 0.0770 gpm 0.0227 gpm Number Of Unique Pipe Sections: Number Of Flowing Sprinklers: 8 5 Sprinkler Flow: Non-Sprinkler Flow: Total System Demand Flow: 132.67 gpm 0.00 gpm 132.67 gpm Minimum Required Residual Pressure At System Inflow Node: Demand Flow At System Inflow Node: 43.91 psi 132.47 gpm Active Version 200 Pipe Capacity Wednesday, March 12,2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Kenyon & Pa..rtners Inc. 813-241-6488 813-241-5498 Fax EPCH Wound Care Center Page 9 Elite Software Development, Inc. I Fire Sprinkler Output Data 100 90 80 70 .ii) a. Q) 60 .... ~ (/) 50 (/) ~ a.. 40 30 20 10 0 ~ r-....... ........ ~ " r--.... ......... ~ ~-. ~ i'oo... ~ ....0 2 4 6 8 10 12 14 Flowrate(x100) gpm 16 18 20 Adjusted Hydrant Data Static Pressure: 55 psi Test Residual Pressure: 35 psi Test Flow Rate: 1060 gpm Demand Point Data Calculated Residual Pressure: 43.91 psi Calculated Flow Rate: 132.47 gpm Excess Available Inflow Residual Pressure: 10.67 psi Active Version 200 Pipe Capacity Wednesday, March 12, 2008 1" @ 1" 0 CD - (j) 1" ill 1" 0 0 -N "- I o W f- <I: 0: o Il. 0: o U z c5 z i< w w Z (; Z W KPI Il. " " o o N " FLOOR CONTROL VALVE W/TAMPER SWITCH DOUBLE DETECTOR CHECK VALVE ASSEMBLY ABV. CLG. WALL MOUMTED ELECTRIC BELL WIRED FROM FLOW SWITCH 3203 QUEEN PAL~ DRIVE TA~PA, FLORIDA 33619 PHONE (813) 241-6488 FAX (813) 241-6498 Board of Professional Engln.ers - LIcense , 27336 ~" DROP IN CORNER OF CHASE(VIF) OPEN END 1" DRAIN LINE 12" ABV. SIDEWALK CONNECT NEW 2" FIRE LINE TO EXISTING 3" DOM. WATER SERVICE ABV. EXISTING CLG. EXISTING 3" DOMESTIC WATER SERVICE (VIF) FIRE F SCALE: 1/8"= l' -0" EXISTING 3" WATER SERVICE CONNECTED TO EXISTING 12" WATER MAIN TO REMAIN. HYDRANT TEST 55 PSI STATIC/35 PSI RESIDUAL/1060 GPM TAKEN BY COX FIRE ON 3/12/08 @ 2:15 PM. GUY VI\~I MEULEBROUCK, PE FL. L:C. No. 538m3 RBK ARCHITECTS HYBERBARIC TREATMENT ZEPHYRHILLS, FLORIDA PLOT SCALE: NOT TO SCALE PROJECT NO. 081040 DATE: 03/12/08 REVISED DWG: FP-l00 REVISION: ill FIRE MARSHALS COMMENTS "1" \'2..0 <t- Date SKFP-100