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1 FLEET LANDING BLVD - FIRE PROTECTION REVISION
ri`J " 1 �J ATLANTIC BEACH � . ri 1 f ' -- , iPERMIT RECEIPT i A7-:..) ----• PERMIT DESCRIPTION: NURSE FACILITY RENOVATION - REMAINING 3 PHASES OF 4 PHASE REMODEL, TRANSFERRED BUILDING PERMIT 14- 1095 FROM ELKINS CONTRUCTORS PERMIT NUMBER: 16-CAAR-34 ADDRESS: 1 FLEET LANDING BLVD OWNER: NAVAL CONTINUING CARE DATE ISSUED: FEES DUE: BD PLAN REV. 2ND SUBMITTAL $50.00 Totals: $50.00 0 4 r fJJ1 CITY OF ATLANTIC BEACH EACH _ ss� 800 Seminole Road J ` ' " - Atlantic Beach,Florida 32233 Telephone(904)247-5800 �1 r, FAX(904)247-5845 REVISION REQUEST SHEET Date: / Received by: Permit Number: 1 C, - CAA _ Resubmitted: Original Plans Examiner: Project Address: Project Name:f/-' „, „fg _ L Contractor: ��j = . ' S_.. ov�.T/O,►J S Contact Phone . Contact Name: Contact e-m.' • • 4''� Revision/Plan Check/Permit Fee w Due: $ — s, f – N 7.174— 4'zy"- 35 i Description of Proposed Revision to Existing Permit: • - , ,t . G .O 0 0 f' _..s Additional Increase in Building Value: $ Site Plan Revised: Additional S.F.• Public W/U Approval: By signing below.I(print name) �i:K.r is inclusive of the proposed changes. affirm that the above revision Sig a atur- • ontract. -/Agent(Contractor must sign if increase in valuation) / __ Date Office Use Only Date: Approved: 0 V Rejected: �/ ------- Notified Plan Review Comments: APR 1 4 2016 zji • . • - t review re.uired NMI No .Q ildin -- -- Planning &Zoning - Tree Administrator -MI Public Works _- Plans Examiner Public Utilities -- 3ublic Safety - i ° t 'ire Services -- Date Created 8/2M S Rev.2 l TLC ENGINEERING 1650 PRUDENTIAL DRIVE - SUITE 200 JACKSONVILLE,FL 32207 HYDRAULIC CALCULATIONS FOR Fleet Landing Fire Protection Renovation JACKSONVILLE, FLORIDA DRAWING NUMBER:F2.03 DATE: MAR 16, 2016 -DESIGN DATA- REMOTE AREA LOCATION: NW Corner OCCUPANCY CLASSIFICATION: LIGHT HAZARD + iufaun DENSITY: 0.10 gpm/sq. ft. a�GS�. VV 4.),slieeiiii?‘"40, AREA OF APPLICATION: 1045 sq. ft. v 104#0 c N ' .... • V MAX. COVERAGE PER SPRINKLER: 225 sq. ft. t \ s TYPE OF SPRINKLERS CALCULATED: QUICK RESPONSE - 0.45 • NUMBER OF SPRINKLERS CALCULATED: 15 * . 4 li(gD : * _ ,'1 STATE OF Q *IN-RACK SPRINKLER DEMAND: N/A ,f. 4.` HOSE-STREAM DEMAND:100 gpm 1 0. .�ORIO %t' '' TOTAL WATER REQUIRED (INCLUDING HOSE) :371 .9 gpm .• 10+A`:_6 m. TYPE OF SYSTEM: WET NAME OF DESIGNER: CLINT FERNANDEZ AUTHORITY HAVING JURISDICTION: AHCA NOTES: Calculations performed by HASS under license # 4910042750 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) l ECEO V L � REVISION r APR 1 4 2016 BP# 16 - L DATE 4- SIGNED/1 �'-�-� ' JOB COpy THIS ALAN �U IV (JOE3 s' Sr BE :4 r� FOR riON SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/16/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation s v u rn u‘ p a a N cgs • I 0 • • N ' g a .� w � mr ar c ., m r• m oo 11 G_, G) 7 N 0) a. ). co n •c1 a. •-• A roi a. o m C) roi • A v >a u •� O ro v u a m ro .i v) •.a >. • ai • 7 CO 4 zro rn C . a ° .smu cr' • 7,1 o I H � O N O Z z >4 ••• a •� a4; a ro H KC a 0 M n rr O • O O O O O O O d 00 t.f) N O O O rl •--I r-I a> l0 M C I c.D < D (.9w r:4 u) Dxw -- a. (J) -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/16/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) PUMP 175.0 155.0 750.0 169.5 371. 9 107.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 371.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 271.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) PUMP 0.0 SOURCE 107.1 271.9 S1 9.0 K= 5.60 8.3 16.1 S2 9.0 K= 5.60 9.2 17.0 S3 9.0 K= 5. 60 8.2 16.0 S4 9.0 K= 5. 60 8. 9 16.7 S5 9.0 K= 5. 60 7.4 15.2 S6 9.0 K= 5. 60 7.2 15.0 S7 9.0 K= 5. 60 7. 9 15.7 S8 9.0 K= 5. 60 7. 9 15.8 S9 9.0 K= 5. 60 7. 6 15.5 S10 9.0 K= 5. 60 8.4 16.2 S11 9.0 K= 5. 60 7.2 15.0 S12 9.0 K= 5. 60 7.0 14.8 S13 9.0 K= 5. 60 7.7 15.5 S14 9.0 K= 5.60 7.7 15.6 S15 9.0 K= 5.60 7.4 15.2 S16 9.0 K= 5.60 8.2 16.0 S17 9.0 K= 5. 60 13.6 20.6 B1 10.8 - - - - 7.6 - - - B2 10.8 - - - - 8.6 - - - B3 10.8 - - - - 7.6 - - - B4 10.8 - - - - 8.3 - - - B5 10.8 - - - - 6.7 - - - B6 10.8 - - - - 6.6 - - - B7 10.8 - - - - 7.2 - - - B8 10.8 - - - - 7.3 - - - B9 10.8 - - - - 7.3 - - - B10 10.8 - - - - 7.6 - - - B11 10.8 - - - - 7.0 - - - B12 10.8 - - - - 7.8 - - - B13 10.8 - - - - 8.3 - - - B14 10.8 - - - - 6.5 - - - B15 10.8 - - - - 6.4 - - - B16 10.8 - - - - 7.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/16/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) B17 10.8 - - - - 7.1 - - - B18 10.8 - - - - 7.1 - - - B19 10.8 - - - - 7.4 - - - B20 10.8 - - - - 6.7 - - - B21 10.8 - - - - 7.5 - - - B22 10.8 - - - - 8.1 - - - M1 10.8 - - - - 9.2 - - - M2 10.8 - - - - 9.3 - - - M3 10.8 - - - - 9.6 - - - M4 10.8 - - - - 13.1 - - - M5 10.8 - - - - 68.4 - - - M6 10.8 - - - - 86.8 - - - M7 10.8 - - - - 93.4 - - - M8 10.8 - - - - 97.8 - - - M9 3.0 - - - - 103.7 - - - M10 3.0 - - - - 105.1 - - - U1 0.0 - - - - 106. 6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/16/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 5.60 16.1 Disch 1.75 120 0.6 B1 10.8 7.6 0.0 1 .000 ---- 0.00 0.8 S1 9.0 8.3 16.1 1.049 1.75 0.087 0.2 Pipe: 2 0.0 0.0 9.00 120 1 .0 B2 10.8 8.6 16.1 1.000 E: 2.0 2.00 0.0 B1 10.8 7.6 16. 1 1.049 11.00 0.087 1.0 Pipe: 3 5.60 17.0 Disch 1.75 120 0.6 B2 10.8 8.6 0.0 1.000 ---- 0.00 0.8 S2 9.0 9.2 17.0 1.049 1.75 0.096 0.2 Pipe: 4 0.0 16.1 B1 1.00 120 0.6 M1 10.8 9.2 17.0 S2 1.250 T: 6.0 6.00 0.0 B2 10.8 8.6 33.1 1.380 7.00 0.087 0.6 Pipe: 5 0.0 0.0 3.00 120 0.1 M2 10.8 9.3 33.1 B2 2.500 T: 12.0 12.00 0.0 M1 10.8 9.2 33.1 2.469 15.00 0.005 0.1 Pipe: 6 5.60 16.0 Disch 1.75 120 0.6 B3 10.8 7.6 0.0 1.000 ---- 0.00 0.8 S3 9.0 8.2 16.0 1.049 1.75 0.086 0.2 Pipe: 7 0.0 0.0 4.75 120 0.8 B4 10.8 8.3 16.0 1.000 2E: 4.0 4.00 0.0 B3 10.8 7. 6 16.0 1 .049 8.75 0.086 0.8 Pipe: 8 5.60 16.7 Disch 1.75 120 0.6 B4 10.8 8.3 0.0 1 .000 ---- 0.00 0.8 S4 9.0 8. 9 16.7 1.049 1.75 0.093 0.2 Pipe: 9 0.0 16.0 B3 5.50 120 1.0 M2 10.8 9.3 16.7 S4 1.250 T: 6.0 6.00 0.0 B4 10.8 8.3 32.7 1.380 11.50 0.085 1.0 Pipe: 10 0.0 32.7 B4 6.75 120 0.3 M3 10.8 9.6 33.1 M1 2.500 T:12.0 12.00 0.0 M2 10.8 9.3 65.8 2.469 18.75 0.018 0.3 Pipe: 11 5. 60 15.2 Disch 1.75 120 0.6 B5 10.8 6.7 0.0 1.000 ---- 0.00 0.8 S5 9.0 7.4 15.2 1.049 1.75 0.078 0.1 Pipe: 12 0.0 0.0 3.75 120 0.4 B7 .10.8 7.2 15.2 1.000 E: 2.0 2.00 0.0 B5 10.8 6.7 15.2 1.049 5.75 0.078 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/16/20161NG FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 5.60 15.0 Disch 1.75 120 0.6 B6 10.8 6.6 0.0 1.000 ---- 0.00 0.8 S6 9.0 7.2 15.0 1 .049 1.75 0.077 0.1 Pipe: 14 0.0 0.0 6.00 120 0.6 B7 10.8 7.2 15.0 1 .000 E: 2.0 2.00 0.0 B6 10.8 6. 6 15.0 1 .049 8.00 0.077 0. 6 Pipe: 15 0.0 15.0 B6 9.75 120 1.2 B13 10.8 8.3 15.2 85 1.250 T: 6.0 6.00 0.0 B7 10.8 7.2 30.2 1.380 15.75 0.073 1.2 Pipe: 16 5. 60 15.7 Disch 1.75 120 0.6 B8 10.8 7.3 0.0 1 .000 ---- 0.00 0.8 S7 9.0 7.9 15.7 1 .049 1.75 0.083 0.1 Pipe: 17 0.0 0.0 1.50 120 0.3 B10 10.8 7. 6 15.7 1.000 E: 2.0 2.00 0.0 B8 10.8 7.3 15.7 1.049 3.50 0.083 0.3 Pipe: 18 5.60 15.8 Disch 1.75 120 0.6 B9 10.8 7.3 0.0 1.000 ---- 0.00 0.8 S8 9.0 7. 9 15.8 1.049 1.75 0.084 0.1 Pipe: 19 0.0 0.0 1.00 120 0.3 810 10.8 7.6 15.8 1.000 E: 2.0 2.00 0.0 B9 10.8 7.3 15.8 1.049 3.00 0.084 0.3 Pipe: 20 0.0 15.8 B9 3.75 120 0.8 813 10.8 8.3 15.7 B8 1.250 T: 6.0 6.00 0.0 810 10.8 7. 6 31.5 1 .380 9.75 0.079 0.8 Pipe: 21 5.60 15.5 Disch 1.75 120 0.6 Bil 10.8 7.0 0.0 1.000 ---- 0.00 0.8 S9 9.0 7. 6 15.5 1.049 1.75 0.081 0.1 Pipe: 22 0.0 0.0 7.25 120 0.7 B12 10.8 7.8 15.5 1.000 E: 2.0 2.00 0.0 Bl1 10.8 7.0 15.5 1.049 9.25 0.081 0.7 Pipe: 23 5. 60 16.2 Disch 1.75 120 0.6 B12 10.8 7.8 0.0 1.000 ---- 0.00 0.8 S10 9.0 8.4 16.2 1.049 1.75 0.088 0.2 Pipe: 24 0.0 15.5 Bil 1.25 120 0.6 813 10.8 8.3 16.2 S10 1.250 T: 6.0 6.00 0.0 B12 10.8 7.8 31.7 1.380 7.25 0.080 0.6 Pipe: 25 0.0 31 .7 B12 5.50 120 1.3 M3 10.8 9. 6 30.2 B7 2.000 T:10.0 10.00 0.0 B13 10.8 8.3 93.4 2.067 15.50 0.083 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/16/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 5.60 15.0 Disch 1.75 120 0. 6 B14 10.8 6.5 0.0 1.000 ---- 0.00 0.8 Sil 9.0 7.2 15.0 1.049 1.75 0.076 0.1 Pipe: 27 0.0 0.0 3.75 120 0.4 B16 10.8 7.0 15.0 1.000 E: 2.0 2.00 0.0 B14 10.8 6.5 15.0 1.049 5.75 0.076 0.4 Pipe: 28 5. 60 14.8 Disch 1.75 120 0.6 B15 10.8 6.4 0.0 1.000 ---- 0.00 0.8 S12 9.0 7.0 14 .8 1.049 1.75 0.075 0.1 Pipe: 29 0.0 0.0 6.00 120 0.6 B16 10.8 7.0 14.8 1.000 E: 2.0 2.00 0.0 B15 10.8 6.4 14 .8 1.049 8.00 0.075 0.6 Pipe: 30 0.0 14 .8 B15 10.00 120 1.1 B22 10.8 8. 1 15.0 314 1.250 T: 6.0 6.00 0.0 B16 10.8 7.0 29.8 1.380 16.00 0.072 1.1 Pipe: 31 5.60 15.5 Disch 1.75 120 0.6 B17 10. 8 7. 1 0.0 1.000 ---- 0.00 0.8 S13 9.0 7.7 15.5 1.049 1.75 0.081 0.1 Pipe: 32 0.0 0.0 1.75 120 0.3 319 10.8 7.4 15.5 1.000 E: 2.0 2.00 0.0 B17 10.8 7.1 15.5 1.049 3.75 0.081 0.3 Pipe: 33 5.60 15. 6 Disch 1.75 120 0.6 B18 10.8 7.1 0.0 1 .000 ---- 0.00 0.8 S14 9.0 7.7 15.6 1.049 1.75 0.082 0.1 Pipe: 34 0.0 0.0 0.75 120 0.2 B19 10.8 7.4 15.6 1.000 E: 2.0 2.00 0.0 B18 10.8 7.1 15.6 1.049 2.75 0.082 0.2 Pipe: 35 0.0 15.6 318 3.75 120 0.8 B22 10.8 8.1 15.5 B17 1 .250 T: 6.0 6.00 0.0 B19 10.8 7.4 31.1 1 .380 9.75 0.077 0.8 Pipe: 36 5.60 15.2 Disch 1.75 120 0.6 B20 10.8 6.7 0.0 1.000 ---- 0.00 0.8 S15 9.0 7.4 15.2 1.049 1.75 0.078 0.1 Pipe: 37 0.0 0.0 8.25 120 0.8 B21 10.8 7.5 15.2 1.000 E: 2.0 2.00 0.0 B20 10.8 6.7 15.2 1.049 10.25 0.078 0.8 Pipe: 38 5.60 16.0 Disch 1.75 120 0.6 B21 10.8 7.5 0.0 1.000 ---- 0.00 0.8 S16 9.0 8.2 16.0 1 .049 1.75 0.086 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/1.6/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 39 0.0 15.2 B20 1.25 120 0.6 B22 10.8 8.1 16.0 516 1.250 T: 6.0 6.00 0.0 B21 10.8 7.5 31.2 1.380 7.25 0.078 0.6 Pipe: 40 0.0 31.2 B21 8.75 120 1.5 M3 10.8 9.6 29.8 B16 2.000 T:10.0 10.00 0.0 B22 10.8 8.1 92.1 2.067 18.75 0.081 1.5 Pipe: 41 0.0 92. 1 B22 3.75 120 3.4 M4 10.8 13.1 65.8 M2 2.500 T:12.0 12.00 0.0 M3 10.8 9. 6 251.3 2.469 15.75 0.217 3.4 Pipe: 42 5.60 20.6 Disch 1.75 120 0.5 M4 10.8 13.1 0.0 1 .000 ---- 0.00 0.8 S17 9.0 13. 6 20.6 1 .049 1.75 0.138 0.2 Pipe: 43 0.0 251.3 M3 196.00 120 55.3 M5 10.8 68.4 20. 6 S17 2.500 2E:12.0 24 .00 0.0 M4 10.8 13.1 271.9 2.469 T:12.0 220.00 0.252 55.3 Pipe: 44 0.0 0.0 49.25 120 18.4 M6 10.8 86.8 271.9 M4 2.500 2E:12.0 24 .00 0.0 M5 10.8 68.4 271.9 2.469 T:12.0 73.25 0.252 18.4 Pipe: 45 0.0 0.0 14.00 120 6.5 M7 10.8 93.4 271.9 M5 2.500 T:12.0 12.00 0.0 M6 10.8 86.8 271.9 2.469 26.00 0.252 6.5 Pipe: 46 0.0 0.0 21.75 120 4 .4 M8 10.8 97.8 271. 9 M6 3.000 2E:14.0 29.00 0.0 M7 10.8 93.4 271. 9 3.068 T:15.0 50.75 0.087 4.4 Pipe: 47 0.0 0.0 E: 7.0 7.75 120 5.9 M9 3.0 103.7 271.9 M7 3.000 G: 1.0 21.00 -3.4 M8 10.8 97.8 271.9 3.068 A:13.0 28.75 0.087 2.5 Pipe: 48 0.0 0.0 1.00 120 1 .4 M10 3.0 105. 1 271.9 M8 3.000 T:15.0 15.00 0.0 M9 3.0 103.7 271 .9 3.068 16.00 0.087 1 .4 Pipe: 49 0.0 0.0 3.00 120 1.6 U1 0.0 106.6 271.9 M9 B4.000 E:13.0 13.00 -1.3 M10 3.0 105.1 271.9 4.260 16.00 0.018 0.3 Pipe: 50 Source 0.0 800.00 140 0.5 PUMP 0.0 107.1 271.9 M10 D8.000 5E155.0 155.00 0.0 U1 0.0 106.6 271.9 8.390 955.00 0.000 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 ' DATE: 3/16/2016ING FIRE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026.SDF JOB TITLE: Fleet Landing Fire Protection Renovation NOTES (HASS) : (1) Calculations were performed by the HASS 8.5 computer program under license no. 4910042750 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.093 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.2 ft/sec at pipe 43. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node PUMP under full flow conditions is 167.29 psi compared to the minimum required pressure of 20.00 psi. (6) 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 N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4 .00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 4 .260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 TLC ENGINEERING 1650 PRUDENTIAL DRIVE - SUITE 200 JACKSONVILLE,FL 32207 HYDRAULIC CALCULATIONS FOR Fleet Landing Fire Protection Renovation JACKSONVILLE, FLORIDA DRAWING NUMBER:F2.03 DATE: MAR 17, 2016 -DESIGN DATA- REMOTE AREA LOCATION: Attic - NW Corner OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 1340 sq. ft. MAX. COVERAGE PER SPRINKLER: 225 sq. ft. TYPE OF SPRINKLERS CALCULATED: QUICK RESPONSE NUMBER OF SPRINKLERS CALCULATED: 12 *IN-RACK SPRINKLER DEMAND: N/A HOSE-STREAM DEMAND:100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) :294 gpm TYPE OF SYSTEM: WET NAME OF DESIGNER: CLINT FERNANDEZ AUTHORITY HAVING JURISDICTION: AHCA NOTES: Calculations performed by HASS under license # 4910042750 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 ' DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026 ATTIC.SDF JOB TITLE: J I E 1 sI I rs p 7 0 N o N • v o ; 7 P Sa • �n N N N 6\ a (0 N V) N CL S1 a) N 7 N N .. a s O rt D w a a ro a-Ic• - on .4 fsa ZN + O' > r N ao -•-1 '. oo Q a0 U to I O ' Lf) M . Lx W a W � O a • 2 z ,� • U a D �, cn a • • H N' N O O • O O O O O O V tf) N O O O H rl H 41 l0 M O I 0 FC 0 w a 04 W cn W a 14 '- Q H -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026 ATTIC.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) PUMP 175.0 155.0 750.0 171.5 294 .0 88.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 294 .0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 194.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) PUMP 0.0 SOURCE 88.5 194.0 Al 11.0 K= 5. 60 7.0 14.8 A2 11.0 K= 5. 60 7.2 15.0 A3 11.0 K= 5. 60 8.5 16.3 A4 17.0 K= 5. 60 8.4 16.2 A5 17.0 K= 5. 60 9.6 17.4 A6 22.0 K= 5. 60 7.2 15.0 A7 22.0 K= 5. 60 8.3 16.1 AS 11.0 K= 5. 60 7.5 15.4 A9 11.0 K= 5.60 7.7 15.6 A10 11.0 K= 5.60 9.1 16.9 All 17.0 K= 5.60 9.3 17.0 Al2 17.0 K= 5.60 10. 6 18.2 Cl 9.8 - - - - 7.6 - - - C2 9.8 - - - - 7.8 - - - C3 9.8 - - - - 8.2 - - - C4 9.8 - - - - 9.1 - - - C5 9.8 - - - - 16.3 - - - ` C6 14.2 - - - - 9.9 - - - C7 14.2 - - - - 11.1 - - - C8 14.2 - - - - 15.1 - - - C9 18.8 - - - - 8. 9 - - - C10 18.8 - - - - 10.0 - - - C11 18.8 - - - - 13.4 - - - C12 9.8 - - - - 8.2 - - - C13 9.8 - - - - 8.4 - - - C14 9.8 - - - - 8.8 - - - C15 9.8 - - - - 9.7 - - - C16 9.8 - - - - 17.4 - - - C17 14 .2 - - - - 10.7 - - - C18 14 .2 - - - - 12.1 - - - C19 14.2 - - - - 16.4 - - - F1 12.8 - - - - 15.9 - - - F2 12.8 - - - - 16.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 ' DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026 ATTIC.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) F3 12.8 - - - - 16.7 - - - F4 12.8 - - - - 17.1 - - - F5 12.8 - - - - 17.5 - - - F6 12.8 - - - - 18.1 - - - F7 12.8 - - - - 60.9 - - - F8 14.8 - - - - 61.1 - - - F9 14.8 - - - - 75.7 - - - F10 14.8 - - - - 78.4 - - - F11 14.8 - - - - 79.7 - - - F12 3.0 - - - - 86.3 - - - M10 3.0 - - - - 86.8 - - - U1 0.0 - - - - 88.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 ' DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026_ATTIC.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 5. 60 14.8 Disch 1.25 120 0.6 Cl 9.8 7. 6 0.0 1.000 ---- 0.00 -0.5 Al 11.0 7.0 14.8 1 .049 1.25 0.075 0.1 Pipe: 2 0.0 0.0 5.75 120 0.6 C3 9.8 8.2 14 .8 1.000 E: 2.0 2.00 0.0 Cl 9.8 7. 6 14 .8 1.049 7.75 0.075 0.6 Pipe: 3 5.60 15.0 Disch 1.25 120 0.6 C2 9.8 7.8 0.0 1 .000 ---- 0.00 -0.5 A2 11.0 7.2 15.0 1.049 1.25 0.077 0.1 Pipe: 4 0.0 0.0 3.00 120 0.4 C3 9.8 8.2 15.0 1.000 E: 2.0 2.00 0.0 C2 9.8 7. 8 15.0 1.049 5.00 0.077 0.4 Pipe: 5 0.0 15.0 C2 6.50 120 0.9 C4 9.8 9.1 14 .8 Cl 1.250 T: 6.0 6.00 0.0 C3 9.8 8.2 29.8 1.380 12.50 0.072 0.9 Pipe: 6 5.60 16.3 Disch 1.25 120 0.7 C4 9.8 9.1 0.0 1.000 ---- 0.00 -0.5 A3 11.0 8.5 16.3 1.049 1.25 0.089 0.1 Pipe: 7 0.0 29.8 C3 38.50 120 7.1 C5 9.8 16.3 16.3 A3 1 .250 T: 6.0 6.00 0.0 C4 9.8 9.1 46.1 1.380 44.50 0.161 7.1 Pipe: 8 0.0 0.0 3.00 120 0.3 Fl 12.8 15.9 46.1 C4 1.250 E: 3.0 3.00 1 .3 C5 9.8 16.3 46.1 1.380 6.00 0.161 1 .0 Pipe: 9 0.0 0.0 10.25 120 0.2 F2 12.8 16.1 46.1 C5 2.500 T: 12.0 12.00 0.0 Fl 12.8 15.9 46.1 2.469 22.25 0.009 0.2 Pipe: 10 5.60 16.2 Disch 2.75 120 1.4 C6 14.2 9.9 0.0 1.000 ---- 0.00 -1.2 A4 17.0 8.4 16.2 1.049 2.75 0.089 0.2 Pipe: 11 0.0 0.0 12.00 120 1.2 C7 14.2 11.1 16.2 1.000 E: 2.0 2.00 0.0 C6 14.2 9. 9 16.2 1.049 14.00 0.089 1.2 Pipe: 12 5. 60 17.4 Disch 2.75 120 1.5 C7 14.2 11.1 0.0 1 .000 ---- 0.00 -1.2 A5 17.0 9.6 17.4 1.049 2.75 0.100 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 _ ' DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026_ATTIC.SDF JOB TITLE: Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 16.2 C6 38.50 120 4 .0 C8 14.2 15.1 17.4 A5 1 .250 T: 6.0 6.00 0.0 C7 14.2 11.1 33. 6 1.380 44.50 0.089 4.0 Pipe: 14 0.0 0.0 1.50 120 1.1 F2 12.8 16.1 33.6 C7 1 .250 E: 3.0 3.00 -0.6 C8 14.2 15.1 33. 6 1.380 4.50 0.089 0.4 Pipe: 15 0.0 33. 6 C8 10.25 120 0.6 F3 12.8 16.7 46.1 Fl 2.500 T:12.0 12.00 0.0 F2 12.8 16.1 79.7 2.469 22.25 0.026 0.6 Pipe: 16 5.60 15.0 Disch 3.25 120 1.7 C9 18.8 8.9 0.0 1.000 ---- 0.00 -1.4 A6 22.0 7.2 15.0 1.049 3.25 0.077 0.2 Pipe: 17 0.0 0.0 12.00 120 1 .1 C10 18.8 10.0 15.0 1.000 E: 2.0 2.00 0.0 C9 18.8 8.9 15.0 1.049 14.00 0.077 1.1 Pipe: 18 5.60 16.1 Disch 3.25 120 1.7 C10 18.8 10.0 0.0 1 .000 ---- 0.00 -1.4 A7 22.0 8.3 16.1 1 .049 3.25 0.087 0.3 Pipe: 19 0.0 15.0 C9 38.50 120 3.5 C11 18.8 13.4 16.1 A7 1.250 T: 6.0 6.00 0.0 C10 18.8 10.0 31.1 1.380 44.50 0.078 3.5 Pipe: 20 0.0 0.0 6.00 120 3.3 F3 12.8 16.7 31.1 C10 1.250 E: 3.0 3.00 -2.6 C11 18.8 13.4 31.1 1.380 9.00 0.078 0.7 Pipe: 21 0.0 31.1 C11 2.75 120 1.3 F6 12.8 18.1 79.7 F2 2.000 T:15.1 15.12 0.0 F3 12.8 16.7 110. 9 2.250 17.87 0.075 1.3 Pipe: 22 5.60 15.4 Disch 1.25 120 0.6 C12 9.8 8.2 0.0 1.000 ---- 0.00 -0.5 A8 11.0 7.5 15.4 1.049 1.25 0.080 0.1 Pipe: 23 0.0 0.0 5.75 120 0.6 C14 9.8 8.8 15.4 1.000 E: 2.0 2.00 0.0 C12 9.8 8.2 15.4 1.049 7.75 0.080 0.6 Pipe: 24 5. 60 15.6 Disch 1.25 120 0. 6 C13 9.8 8.4 0.0 1.000 ---- 0.00 -0.5 A9 11.0 7.7 15.6 1.049 1.25 0.082 0.1 Pipe: 25 0.0 0.0 3.00 120 0.4 C14 9.8 8.8 15. 6 1.000 E: 2.0 2.00 0.0 C13 9.8 8.4 15.6 1.049 5.00 0.082 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026_ATTIC.SDF JOB TITLE: Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 0.0 15. 6 013 6.50 120 1.0 C15 9.8 9.7 15.4 012 1 .250 T: 6.0 6.00 0.0 014 9.8 8.8 30. 9 1.380 12.50 0.077 1.0 Pipe: 27 5. 60 16.9 Disch 1.25 120 0.7 C15 9.8 9.7 0.0 1.000 ---- 0.00 -0.5 A10 11.0 9.1 16. 9 1.049 1.25 0.095 0.1 Pipe: 28 0.0 30. 9 C14 38.50 120 7. 6 C16 9.8 17.4 16.9 A10 1.250 T: 6.0 6.00 0.0 015 9.8 9.7 47.8 1 .380 44.50 0.172 7.6 Pipe: 29 0.0 0.0 3.00 120 0.3 F4 12.8 17. 1 47.8 C15 1.250 E: 3.0 3.00 1.3 016 9.8 17.4 47.8 1.380 6.00 0.172 1 .0 Pipe: 30 0.0 0.0 10.25 120 0.4 F5 12.8 17.5 47.8 016 2.000 T:15.1 15.12 0.0 F4 12.8 17.1 47.8 2.250 25.37 0.016 0.4 Pipe: 31 5.60 17.0 Disch 2.75 120 1 .5 C17 14.2 10.7 0.0 1.000 ---- 0.00 -1 .2 All 17.0 9.3 17.0 1.049 2.75 0.097 0.3 Pipe: 32 0.0 0.0 12.00 120 1.4 C18 14.2 12.1 17.0 1.000 E: 2.0 2.00 0.0 017 14.2 10.7 17.0 1.049 14.00 0.097 1.4 Pipe: 33 5.60 18.2 Disch 2.75 120 1.5 C18 14.2 12.1 0.0 1.000 ---- 0.00 -1.2 Al2 17.0 10. 6 18.2 1.049 2.75 0.109 0.3 Pipe: 34 0.0 17.0 017 38.50 120 4.3 019 14.2 16.4 18.2 Al2 1.250 T: 6.0 6.00 0.0 C18 14.2 12.1 35.3 1.380 44.50 0.098 4.3 Pipe: 35 0.0 0.0 1.50 120 1 .1 F5 12.8 17.5 35.3 018 1.250 E: 3.0 3.00 -0.6 019 14.2 16.4 35.3 1.380 4.50 0.098 0.4 Pipe: 36 0.0 35.3 019 7.25 120 0.5 F6 12.8 18.1 47.8 F4 2.500 T:12.0 12.00 0.0 F5 12.8 17.5 83.1 2.469 19.25 0.028 0.5 Pipe: 37 0.0 83.1 F5 258.25 120 42.9 F7 12.8 60. 9 110. 9 F3 2.500 4E:24 .0 60.00 0.0 F6 12.8 18. 1 194.0 2.469 3T:36.0 318.25 0.135 42.9 Pipe: 38 0.0 0.0 2.00 120 0.2 F8 14.8 61 .1 194.0 F6 2.500 E: 6.0 6.00 0.9 F7 12.8 60. 9 194.0 2.469 8.00 0.135 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/17/2016RE PROTECTION RENOV\CALCS\FIRE PROTECTION\816026_ATTIC.SDF JOB TITLE: Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 39 0.0 0.0 84.00 120 14.5 F9 14 .8 75.7 194 .0 F7 2.500 2E:12.0 24.00 0.0 F8 14.8 61.1 194.0 2.469 T:12.0 108.00 0.135 14.5 Pipe: 40 0.0 0.0 8.50 120 2.8 F10 14.8 78.4 194.0 F8 2.500 T: 12.0 12.00 0.0 F9 14.8 75.7 194.0 2.469 20.50 0.135 2.8 Pipe: 41 0.0 0.0 5.00 120 1.3 Fil 14.8 79.7 194.0 F9 3.000 E: 7.0 22.00 0.0 F10 14.8 78.4 194.0 3.068 T:15.0 27.00 0.047 1.3 Pipe: 42 0.0 0.0 E: 7.0 11.75 120 6.6 F12 3.0 86.3 194.0 F10 3.000 G: 1.0 21.00 -5.1 F11 14.8 79.7 194.0 3.068 A:13.0 32.75 0.047 1.5 Pipe: 43 0.0 0.0 3.00 120 0.5 M10 3.0 86.8 194.0 Fll 3.000 E: 7.0 7.00 0.0 F12 3.0 86.3 194.0 3.068 10.00 0.047 0.5 Pipe: 44 0.0 0.0 3.00 120 1.5 U1 0.0 88.2 194.0 F12 B4 .000 E:13.0 13.00 -1 .3 M10 3.0 86.8 194.0 4.260 16.00 0.009 0.2 Pipe: 45 Source 0.0 800.00 140 0.3 PUMP 0.0 88.5 194 .0 M10 D8.000 5E155.0 155.00 0.0 U1 0.0 88.2 194 .0 8.390 955.00 0.000 0.3 NOTES (HASS) : (1) Calculations were performed by the HASS 8.5 computer program under license no. 4910042750 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.175 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 38. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node PUMP under full flow conditions is 169.31 psi compared to the minimum required pressure of 20.00 psi.