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Home My WebLink About08-8437 CITY OF ZEPHYRHILLS 11/ 5335-8TH STREET (813)780-0020 8437 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 8437 Address: 6712 DAIRY RD Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-03800-0000 Improv. Cost: Date Issued: Name: LUSARE INVESTMENT HOLDINGS LLC Total Fees: 70.00 Address: 28804 FALLING LEAVES WAY Amount Paid: 70.00 WESLEY CHAPEL, FL 335435761 Date Paid: 10/23/2008 Phone: (813)679-1883 Work Desc: INSTALLATION OF CONTINUATION PRMT 8159 FIRE SPRINKLER LINE UNDER GROUN AAA FIRE PROTECTION SV S INC FIRE PLAN REVIEW FEES 25.00 FIRE INSPECTION FEES 45.00 /`r/2 L2 ///(O - FIRE-PRESSURE TEST 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 REC DING YOUR NO ICE OF COMMENCEMENT." CONTRACTOR SIGNA URE I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- Fire Marshal Office- 813-780-0041 813 780-0020 S, �21k"R^T City of Zephyrhilts Fire "" " ttti/?,7 Fax-813-780-0021 Permit Application t Date Received Phone C t for Pe ontac rmd Owner's Name /J✓CS*/ham 0 i Owner's Phone Number I II I Owner's Address 2 <6O'( Fa 1/,t,` Lea V'95 Cv Wee- G, 3 35'q -S76/ Fee Simple Titleholder Name _ Titleholder Phone Number C� Fee Simple Titleholder Address C__ Job Address l 2 `I Q s Zt? r 11 `L Lot# Sub Division Parcel# O2 6j (j Q 40—Q i Bio-Hazard Waste Storage-ANNUAL Q Fumigation Tent Comm Exhaust Kitchen Hood/Duct Hazardous Material(Tier II or RO Facility)ANNUAL Controlled Bum a Hood Installation Emergency Generator<30 kw [ ] LP/Natural Gas-Installation Emergency Generator>30 kw Q LP/Natural Gas-ANNUAL Sale Fire Protection Maintenance-ANNUAL Places of Assembly-ANNUAL ry mi ® Uther Sprinkler O O O a Recreational Bum Fire Alarm O O ❑ II Sparklers Hood Cleaning 0 O O l J jJ Sprinkler System Installations -- 0IlD�Q(�(��J Hood Suppression O O O lI [ ] Standpipes(Sprinkler Sys) ElFire Alarm Installatior Q Torch Roofing/Tar Kettle Fire Pumps [ ] Waste Tire Storage ANNUAL Fire Works Flammable Application-ANNUAL I Valuation of Project Fuel Tanks 0 Other: I — Contractor Company Signature Registered Y/N Fee Current IY/N Address ILicense# ELECTRICIAN Company Signature Registered Y/N Fee Current Y/N Address License# PLUMBER Company Signature Re gistered Y/N I Fee Current IY/N Address License# MECHANICAL Company Signature Registered Y/N J Fee Current T Y/N Address I License# OTHER Company Signature 1i�• Registered /N Fee Current /N Addres g 5v V p �.,p, License# [ 8OZz3 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(httpJ/appraiser.pascogov.com) NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe 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 Ihey 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 prNileges in Pasco County. If valuation of work is$2;500.00 or more, I CONSTRUCTION LIEN LAW(Chapter713, Florida Statutes,— the :"Florida Construction of Lien Law—Homeowner's certify that 1, the applicant, have been provided with a copy is someone of Protection Guide" prepared by the Florida Department of ave described document and Agriculture promise p intgood faith to other than the"owner", I certify that I have obtained a copy the 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 a 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 that the s, zoning regulations, nd land of other development regulations in the jurisdiction. I also certify I understand regulations 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 ENDER OR AN ATrORN Y BEFORE RECORDING Y R NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. J OWNER OR AGENT � CONTRA OR' 1tY �Y Cam"-'�' Sub nd to(or affirmed)before me this j�Sub �;6 and sworn to(or affirmed)before me i by by O S Who is/are personally kno�9 to me or ha ave produced stare personally known to me or has/have produced h as identification. A A d as identification. ti. r � , , dAh12 Notary Public ), 3.LIM/Jf A/Zd2 Notary Public _(L.�L Commission No. jcoml�s7sion No. _� Name of Notary typed,Prfnt or stamped Name of Notary typed,printed or stamped UNDA RICHARDS Connils iia'i DD 808528 I': =' �J 2 D 2O1228 I Expires July 24,2012 ewww TM Tary Fan Mwww 89638,5 7919 Bnalld Thrn Aay Ywarpa 9063/67019 6907 Dairy Road, zophyrlhills, FL 33542 Fire 0'ii f Keith ''.rVIflanis Bus (813)780-004i Fax (8t3)760-004 FIRE SERVICE USER FEES Occupancy No.: Plan No.: — DO Contractor Business Name: Billing Address:? Sr*-- Business Address: t7i i 5Lf Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N/C Sprinkler $50 1st Alarm N/C Multi-Famil Commercial .06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C 0 Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 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 $100 SPRINKLER SYSTEMS.. Fuel Tanks- per tank $50 STANDPIPE SYSTEM JJ4 Hydro Undergrounds $4J . Sparklers $100 Per Riser $50 Hydrostatic Test persystsm Fire Works $500 FIRE PUMP J Acceptance Test $45 per syatem Camp Fire $25 Per Pump $100 U Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 H0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS U Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual Dry $50 Fire WaluSmoke Wall $15 perwNm Generator<KW $100 CO2 $50 LP Gas $25 perank Generator>30 KW 150 Other $50 Natural Gas $25 per sya em Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 0 Hood/Ducts $50 Tent 10x10 or greater $15 percent Torch Pot/Applied $50 OTHER Fire Pump $45 Haz.Materials $100 Annual LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 Etdtaust.Hood/Duc t $30 Natural Gas installation $50 Re-inspection DBL (Per System) (other than annual) Spray Booth $50 Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Ace $50 FALSE ALARM PLANS TOTAL INSPECTION TOTAL L L ✓ PERMIT TOTAL____ TOTAL_____ GRAND TOTAL Comments: JY % Date: lns%ctor. Zephyrhills Fire Rescue 6907 Dairy Road,Zephyrhills,FL 33542 Fire Marshal Bus (813)780-0041 Kerry Barnett Fax(813)780-0044 E-mail: kbamett@fire.zephyrhills.fl.us Plan Review#: 08-130 Project: Healing Pediatric Partners Underground Number of Pages: 3 plus calcs Date: October 16,2008 The plans have been reviewed for the underground fire line w/backflow preventor located 6712 Dairy Road and is allowed to move forward at this time. Paying for plans acknowledges the contractor agrees to the items below. Should anyone have any questions,please do not hesitate to contact the Fire Marshal's office. 1. Underground installation shall be compliant with Chapter 10 of NFPA 13, 2007 edition. Inspections to be completed: 1. Pressure Test 2. Witness flush before connection KE TT, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes.This review is not intended to be a final approval of the submitted plans.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. Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Pediatric Partners Location: 6712 Dairy Rd Zephyrhills FL Drawing Date: 7-24-08 Remote Area Number: 1 Contractor: AAA Fire Protect. Serv. Telephone: 813-886-8869 www.aaafptampabay.com 8502 Sunstate St. Tampa FL 33634 Designer: Kevin Joyner Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Office Occupancy:Light Hazard Reviewing Authorities: Zephyrhills FM SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Oper. 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 100 ► Make: TYCO Area per Sprinkler 120.0 sq ftl Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 418.4 psi Required: 49.9 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test I Pump Data Date of Test 7-11-08 1 Rated Capacity 0 gpm I Static Pressure 64 .0 psi I Rated Pressure 0. 0 psi I Residual Pres 56. 0 psi I Elevation 0 I At a Flow of 1230 gpm I Make: Elevation -3'0" I Model: I Location: 6712 Dairy RD Zephyrhills FL Source of Information: AAA FIRE PROTECT. SERV. SYSTEM VOLUME 137 Gallons Notes : GRID PEAKED CURRENT LOCATION REQUIRED 49.944 psi 418 .36 gpm SHIFT LEFT (DOWN) REQUIRED 48 . 855 psi 417 .64 gpm ES M. CURTIS #37912 R i 352 96 29775 BAYREAD RD. DADE CITY, Fl_ 33523 Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 318 49. 9 psi Fixed Flow Outside Hose Allow. 100 gpm Water Source 62.7 psi static, 54 .7 psi residual @ 1230 gpm 418 gpm 61.6 psi SAFETY PRESSURE 11.7 psi NOTE: Water Source has been adjusted to include a change of elevation of -3 '0" flow test to point of connection Available Pressure of 61.6 psi Exceeds Required Pressure of 49.9 psi This is a safety margin of 11.7 psi or 19 % of Supply Maximum Water Velocity is 21 .0 fps Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 .87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Page 4 NODE ELEVAT,ION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 13.83 5. 60 10.1 17 .8 14 .8 0.15 2 13.83 5. 60 10. 0 17.7 14 .8 0.15 3 13.83 5.60 10.0 17 .7 14 .8 0.15 4 13.83 5. 60 10. 1 17 . 8 14 .8 0. 15 5 13.83 5. 60 10.4 18 . 1 14 .8 0.15 6 13.83 5. 60 11.2 18 .7 14 .8 0. 16 7 20 . 00 5.60 8 .5 16.4 14.8 0.14 8 20. 00 5. 60 8. 6 16. 4 14 .8 0.14 9 20. 00 5. 60 8.8 16. 6 14.8 0. 14 10 20.00 5. 60 9.3 17.1 14 .8 0.14 11 24 .00 5. 60 7.0 14 .8 14. 8 0. 12 12 24 .00 5. 60 7. 1 14 .9 14 .8 0.12 13 24 .00 5. 60 7.3 15.2 14 .8 0. 13 14 24.00 5. 60 7 .9 15.7 14 .8 0. 13 15 20.00 5. 60 8 . 6 16.4 14.8 0. 14 16 20.00 5.60 8 .6 16.4 14.8 0. 14 17 20.00 5.60 8.7 16.5 14 . 8 0. 14 18 20.00 5. 60 9. 0 16. 8 14.8 0. 14 19 20.00 5. 60 9.7 17.4 14 .8 0.15 20 13.83 17 . 0 21 13. 83 15.5 22 13. 83 10.2 23 13. 83 10.7 24 20.00 14 .1 25 20.00 13.0 26 20.00 8. 5 27 20.00 8 . 6 28 24 .00 11 .8 29 24 .00 11.7 30 24 .00 7.0 31 24.00 7 . 0 32 20.00 14 .2 33 20.00 14 .1 34 20.00 8 . 7 35 13.83 22 .7 36 13. 83 21 . 6 37 13.83 14 .2 38 13.83 14.0 Al 11. 67 19. 6 A2 11. 67 19.7 A3 11. 67 20.2 A4 11. 67 20. 9 A5 11 . 67 25. 1 A6 2. 00 46.7 Bi 11. 67 24 . 9 Cl 11.67 12.1 C2 11. 67 12 .2 C3 11. 67 12 . 4 C4 11. 67 12 .5 C5 11. 67 12 .8 W -3.00 49.9 Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^ ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Max velocity of 21. 01 occurs in the pipe from A6 TO A5 Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 16.30 1. 682 7 . 61 10.0 10.0 K = 5. 16 3 C=120 0.00 0.0 0.0 16.30 0.009 7 . 61 0.1 10.0 Vel = 2.38 17.75 1 . 682 10.00 10. 1 10. 1 K = 5. 60 4 C=120 0. 00 0.0 0.0 34 .06 0.035 10 . 00 0.3 10.1 Vel = 4.97 18.06 1. 682 10.00 10.4 10.4 K = 5. 60 5 C=120 0.00 0.0 0.0 52.12 0. 077 10.00 0.8 10.4 Vel = 7. 60 18.71 1 . 682 31 .72 11.2 11 .2 K = 5. 60 6 C=120 0.00 0.0 0.0 70.83 0.135 31.72 4 .3 11.2 Vel = 10.33 1. 610 1T 1. 00 15.5 15.5 21 C=120 8 .00 0.0 0.0 70.83 0.168 9.00 1 .5 15.5 Vel = 11.27 1. 610 1T 2.17 17 .0 17 .0 20 C=120 8 . 00 0. 9 0.0 70.83 0. 168 10.17 1.7 17.0 Vel = 11 .27 2.635 8 .42 19.6 19. 6 Al C=120 0.00 0. 0 0.0 70. 83 0. 015 8.42 0. 1 19. 6 Vel = 4.21 60.34 2. 635 8 .92 19.7 19.7 A2 C=120 0.00 0.0 0 .0 See PATH 3 131. 17 0. 048 8 . 92 0.4 19.7 Vel = 7.79 60. 16 2. 635 7.58 20.2 20.2 A3 C=120 0.00 0.0 0. 0 See PATH 7 191.33 0. 096 7.58 0.7 20 .2 Vel = 11 .37 67.20 2. 635 1T 8 . 42 20. 9 20.9 A4 C=120 16.47 0.0 0.0 See PATH 6 258. 53 0. 167 24 . 89 4.2 20. 9 Vel = 15.36 59. 83 2.500 1E 31. 67 25.1 25. 1 A5 C=120 2V 23.38 4.2 0 .0 See PATH 2 318 .36 0.317 55.04 17.4 25.1 Vel = 21.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ****** ,NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 4 .238 1E 30.00 46. 7 46.7 A6 C=140 1V 29.08 2.2 0. 0 318 .36 0.018 59.08 1. 1 46.7 Vel = 7 .31 W 318 .36 49. 9 K = 45.05 PATH 2 FROM HYDRAULIC REFERENCE 3 TO A5 1.39 1.682 3.56 10.0 10.0 K = 0 .44 3 C=120 0.00 0. 0 0.0 1 .39 0. 000 3.56 0. 0 10.0 Vel = 0.20 17.69 1. 682 8 .83 10.0 10.0 K = 5. 60 2 C=120 0.00 0.0 0. 0 19. 08 0. 012 8 . 83 0. 1 10. 0 Vel = 2 .78 17 .79 1. 682 2. 95 10. 1 10. 1 K = 5. 60 1 C=120 0.00 0.0 0.0 36.87 0.040 2.95 0. 1 10. 1 Vel = 5.38 1 .610 1T 1.00 10.2 10.2 22 C=120 8 .00 0. 0 0.0 36.87 0 .050 9.00 0.5 10.2 Vel = 5.87 1. 610 1T 2. 17 10. 7 10.7 23 C=120 8.00 0. 9 0. 0 36.87 0.050 10.17 0.5 10.7 Vel = 5.87 2 . 157 8.42 12. 1 12. 1 Cl C=120 0.00 0. 0 0.0 36.87 0.012 8.42 0. 1 12. 1 Vel = 3.27 6. 14 2. 157 8. 92 12.2 12.2 C2 C=120 0.00 0. 0 0. 0 See PATH 4 43. 01 0. 016 8. 92 0.1 12.2 Vel = 3.81 0. 45 2 . 157 7.58 12 .4 12. 4 C3 C=120 0. 00 0.0 0. 0 See PATH 8 43.47 0.016 7 . 58 0.1 12.4 Vel = 3. 85 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 3 TO A5 CONTINUED 16.36 2 .157 9.42 12.5 12.5 C4 C=120 0. 00 0. 0 0. 0 See PATH 5 59. 83 0.030 9. 42 0. 3 12. 5 Vel = 5.30 1 . 610 2T 2 .17 12. 8 12. 8 C5 C=120 16. 00 -0. 9 0. 0 59. 83 0.123 18 . 17 2.2 12. 8 Vel = 9.52 1 . 610 1 .00 14.0 14.0 38 C=120 0.00 0. 0 0.0 59.83 0.123 1. 00 0. 1 14 .0 Vel = 9. 52 1 . 682 74. 66 14.2 14.2 37 C=120 0. 00 0. 0 0. 0 59.83 0.099 74 . 66 7.4 14 .2 Vel = 8 .72 1.610 1T 1.00 21. 6 21. 6 36 C=120 8 .00 0.0 0.0 59.83 0.123 9.00 1. 1 21. 6 Vel = 9. 52 1. 610 1T 2. 17 22.7 22.7 35 C=120 8. 00 0. 9 0.0 59.83 0.123 10.17 1.2 22.7 Vel = 9.52 2.635 1T 1. 00 24. 9 24 . 9 B1 C=120 16. 47 0. 0 0. 0 59.83 0.011 17.47 0.2 24. 9 Vel = 3.55 A5 59.83 25.1 K = 11. 95 PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 10.22 1 .682 10. 00 8 .5 8 .5 K = 3.50 7 C=120 0. 00 0.0 0.0 10.22 0. 004 10. 00 0.0 8.5 Vel = 1 . 49 16.40 1. 682 10. 00 8. 6 8 . 6 K = 5. 60 8 C=120 0.00 0.0 0. 0 26. 62 0. 022 10. 00 0.2 8 . 6 Vel = 3. 88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 CONTINUED 16. 61 1 . 682 10. 00 8 .8 8 .8 K = 5. 60 9 C=120 0. 00 0.0 0. 0 43.22 0. 054 10. 00 0.5 8 .8 Vel = 6.30 17.11 1 . 682 36.11 9.3 9.3 K = 5. 60 10 C=120 0.00 0.0 0. 0 60.34 0. 101 36. 11 3. 6 9. 3 Vel = 8. 80 1. 610 1T 1.00 13.0 13. 0 25 C=120 8 .00 0.0 0.0 60. 34 0. 125 9. 00 1.1 13 . 0 Vel = 9. 60 1. 610 1T 8.33 14 .1 14. 1 24 C=120 8 .00 3. 6 0. 0 60.34 0. 125 16.33 2.0 14 . 1 Vel = 9. 60 A2 60.34 19.7 K = 13.58 PATH 4 FROM HYDRAULIC REFERENCE 7 TO C2 6. 14 1. 682 8 .55 8 .5 8 .5 K = 2.10 7 C=120 0. 00 0.0 0. 0 6.14 0.001 8. 55 0.0 8.5 Vel = 0. 90 1. 610 1T 1.00 8.5 8 . 5 26 C=120 8 . 00 0.0 0. 0 6. 14 0. 002 9. 00 0.0 8.5 Vel = 0.98 1 .610 1T 8 .33 8.6 8 . 6 27 C=120 8. 00 3. 6 0.0 6. 14 0. 002 16. 33 0.0 8 . 6 Vel = 0. 98 C2 6.14 12.2 K = 1.76 PATH 5 FROM HYDRAULIC REFERENCE 15 TO C4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 15 TO C4 CONTINUED 16.41 1 . 610 1T 0 . 42 8. 6 8 . 6 K = 5. 60 15 C=120 8 .00 0.0 0. 0 16.36 0. 011 8.42 0. 1 8 . 6 Vel = 2. 60 1 . 610 1T 8 .33 8 .7 8 .7 34 C=120 8 .00 3. 6 0.0 16.36 0. 011 16.33 0.2 8. 7 Vel = 2. 60 C4 16.36 12.5 K = 4 . 63 PATH 6 FROM HYDRAULIC REFERENCE 16 TO A4 16.41 1. 682 10. 00 8. 6 8. 6 K = 5. 60 16 C=120 0. 00 0.0 0.0 16.45 0.009 10.00 0.1 8 . 6 Vel = 2.40 16. 49 1 . 682 10.00 8 . 7 8 .7 K = 5. 60 17 C=120 0.00 0.0 0.0 32.95 0.033 10.00 0.3 8.7 Vel = 4. 80 16.80 1 . 682 10.00 9. 0 9. 0 K = 5. 60 18 C=120 0.00 0.0 0. 0 49.75 0.070 10. 00 0.7 9.0 Vel = 7.25 17 . 45 1. 682 35.45 9.7 9.7 K = 5. 60 19 C=120 0.00 0.0 0.0 67.20 0. 123 35.45 4.4 9.7 Vel = 9. 80 1.610 0 .79 14 .1 14.1 33 C=120 0. 00 0. 0 0. 0 67.20 0.152 0.79 0. 1 14. 1 Vel = 10. 69 1. 610 1E 8 .33 14.2 14 .2 32 C=120 1T 12. 00 3. 6 0. 0 67.20 0. 152 20. 33 3. 1 14.2 Vel = 10. 69 A4 67.20 20. 9 K = 14.70 PATH 7 FROM HYDRAULIC REFERENCE 11 TO A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 11 HYD. Qa , DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 11 TO A3 CONTINUED 14 .36 1. 682 10.00 7 .0 7 .0 K = 5.43 11 C=120 0. 00 0.0 0.0 14 .36 0.007 10. 00 0. 1 7. 0 Vel = 2 .09 14 .89 1 .682 10.00 7 .1 7 .1 K = 5. 60 12 C=120 0.00 0. 0 0.0 29.25 0. 026 10. 00 0.3 7. 1 Vel = 4.27 15. 17 1.682 10.00 7.3 7.3 K = 5. 60 13 C=120 0. 00 0.0 0. 0 44 . 42 0.057 10. 00 0. 6 7.3 Vel = 6.48 15.75 1. 682 37. 66 7. 9 7. 9 K = 5. 60 14 C=120 0.00 0.0 0.0 60. 16 0. 100 37. 66 3.8 7. 9 Vel = 8 .77 1. 610 1 .00 11.7 11 .7 29 C=120 0.00 0 .0 0.0 60. 16 0.124 1 . 00 0. 1 11.7 Vel = 9.57 1. 610 1E 12.33 11.8 11.8 28 C=120 1T 12.00 5.3 0. 0 60.16 0.124 24 .33 3.0 11 .8 Vel = 9.57 A3 60.16 20.2 K = 13.40 PATH 8 FROM HYDRAULIC REFERENCE 11 TO C3 0. 45 1. 682 7 .00 7 .0 7 .0 K = 0 .17 11 C=120 0. 00 0.0 0.0 0. 45 0. 000 7. 00 0. 0 7.0 Vel = 0.07 1. 610 1. 00 7.0 7.0 30 C=120 0. 00 0.0 0.0 0. 45 0. 000 1 . 00 0.0 7. 0 Vel = 0. 07 1. 610 1E 12.33 7.0 7 .0 31 C=120 1T 12 .00 5.3 0.0 0.45 0. 000 24 .33 0.0 7.0 Vel = 0.07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C3 0.45 12 . 4 K = 0.13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) - N W Cn O) �I O O O O O O O 11111111 •k (gyp N-4M d 3O N o w �Q� rn o - a - O6 CD vN 0 N O -0 w rn K O O O _ D y N 3 icoW (D cn< -� O d N CCD (DD m� 33c �' m U, O c �W� _ �I-1 OD O0 to 0 33 3 3 O5_ o (1) O. CD m" y 0 OA o O O 00m 33 O O1 0 - - 0