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1 Fleet Landing Blvd fire sprinkler 2013 (canopy) 1v� CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD "J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 ��JJ31�a Application Number . . . . . 13-00002681 Date 5/30/13 Property Address . . . . . . 1 FLEET LANDING BLVD MAIN Tenant nbr, name . . . . . . CANOPY ATTIC AREA Application type description MECHANICAL FIRE PERMIT Property Zoning . . . . . . . PLANNED UNIT DEVELOPMENT Application valuation . . . . 8000 ---------------------------------------------------------------------------- Application desc fire sprinkler ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NAVAL CONTINUING CARE AMERICAN FIRE SERVICE INC FLEET LANDING 108 HALSEMA ROAD N 1 FLEET LANDING BOULEVARD JACKSONVILLE FL 32220 ATLANTIC BEACH FL 32233 (904) 759-0268 ---------------------------------------------------------------------------- Permit . . . . . . FIRE SUPPRESSION SYSTEM Additional desc . . Permit Fee . . . . 183 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 8000 Expiration Date . . 5/30/13 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 75 STATE MECH DBPR SURCHARGE 2 . 75 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 183 . 00 183 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 5 . 50 5 . 50 . 00 . 00 Grand Total 188 . 50 188 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CAL PERMIT APPLICATION D OF ATLANTIC BEACH MAY 16 013 ky s F 0 Sem ole Rd Atlantic Beach, FL 32233 C B Ph(90 247-5826 Fax (904) 247-5845 Y _ � JOB ADDRESS: (�c�e ep I ncll , \�, . . \ N`�L 3 a a 3:l PERMIT# Ca 1417_7 C PROJECT VALUE $ ��ev CPO Py NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION ARI # Air Conditioning: Unit Quantity Tons Per Unit REQUIRED Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) C"2 FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number Mechanical Company � --Office Phone'l g 1-a'4(6_-Fax-j&1-22 U�S Co. Address: � �(A )� City c >taC `�r��N\\-2 State Zip?,�aao License Holder(Print): d1 4k State Certification/Registration#SSL$.3.30Gb1ZGioS� Notarized Signature of License Holder Sworn and subscried before is 15k ) day of 2013 RNE State of Floridagnature of Notary Publicern DD902044 I2013 FAQ Details '"�"""' Page 1 of 1 Plans Submission FILE COPY Three (3) sets of workshop drawings shall be submitted and approved by the prior to ins- Compliance with State Fire Marshal Rule 69A-49 and applicable NFPA standards. System drawings/working plans shall indicate the following: Working plans shall be drawn to an indicated scale, on sheets of uniform size, with a pla The working plan submittal shall include the manufacturer's installation instructions for for any sprinklers, devices, piping, or fittings. Engineer's seal is required on plans for a job with more than 49 sprinklers. Note: A separate permit is required for underground fire mains, private hydrants and wal http://www.polk-county.net/faqdetail.aspx?id=24488 5/17/2013 i City of Atlantic Beach APPLICATION NUMBER Budding Department Cro be assigned by the Building Department.) y 800 Seminole Road .., /_ Atlantic Beach, Florida 32233-5445 2—m Phone(904)247-5828 • Fax(904)247-5845 / E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM _ �aP 7-7 c ry A Property Address: �G�� �fr� De artment review required Yes No uildin Applicant' ,,�/G'�7I p / _�f� Planning &Zoning Tree Administrator Project: j / 4rl'-27 4111— �VgA_/?L"� Public Works Public Utilities Public Safety NICeS Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection w Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS! i Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: I BUILDING PLANNING &ZONING Reviewed by: rDate: g-2�_04 TREE ADMIN. Second Review: []Approved as revised. d. ❑ pp ❑Denied. PUBLIC WORKS Comments: I PUBLIC UTILITIES I PUBLIC SAEEJY Reviewed by: Date: iFIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 Graham Shirley From: Ratliff, Bob [BRatliff@coj.net] Sent: Monday, May 20, 2013 11:25 AM To: Graham Shirley; Jones, Mike; Griffin, Michael Subject: Fleet Landing Sprinkler Plan Attachments: DOC.PDF The Fire Sprinkler plans submitted for the Fleet Landing project are approved as submitted. The contractor is agreeable to pick up the plans at our office if this is acceptable for you. Thanks, Captain Bob Ratliff, UPS 7acksonville Fire & Rescue Department Fire Prevention Division Office of Plan Review 214 N. Hogan Street Room 281 Jacksonville, FL 32202 (904) 255-8320 Office (904) 255-8559 Fax CONFIDENTIALITY NOTICE: Please note that under Florida's very broad public records law, e-mail communications to and from city officials are subject to public disclosure. -----Original Message----- From: P0054(@co-j.net [mailto:P0054(@coi.net] Sent: Monday, May 20, 2013 12:39 PM To: Ratliff, Bob Subject: Scan from a Xerox WorkCentre Please open the attached document. It was scanned and sent to you using a Xerox WorkCentre. Attachment File Type: PDF WorkCentre Location: 7FRD - Plan Review Device Name: P0054 For more information on Xerox products and solutions, please visit http://www.xerox.com Connect with Mayor Brown and the City of Jacksonville! [Facebook]<http://www.facebook.com/cityofjacksonville> [Twitter] <https://twitter.com/#!/cityofiax> [YouTube] <http://www.Voutube.com/user/Cityof3ax?feature=mhee> [Flickr] <http://www.flickr.com/photos/34206377(@N08/sets/> [Blog] <http://www.coi.net/Mayor/blog.aspx> [Google] <https://plus.google.com/+cityofiacksonville/posts> For general information, contact 630-CITY (2489)<http://630city.coi.net/>. 1 View our calendar<http://www.coi.net/All-of-COJ/Upcoming-Events.aspx>, sign up for newsletters<http://www.coi.net/Welcome/Featured-Newsletters.aspx> or learn about volunteer opportunities<http://www.coi.net/Departments/Central-Operations/Human-Resources/Volunteer- Services.aspx>. *** Please note that under Florida's very broad public records law, email communications to and from city officials are subject to public disclosure. *** 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road �j/ r� Atlantic Beach, Florida 32233-5445ISQ Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ��/ �jrgt Department review required Yes No uildin Applicant: i,e/?&77 J5-; ' ,y Planning &Zoning Tree Administrator Project: �05_hlx. Public Works Public Utilities Public Safety ervices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING �t Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 AMERICAN FIRE SERVICE r m�3mw 108 HALSEMA ROAD NORTHF IL � i JACKSONVILLE, FL 32220 COPY HYDRAULIC CALCULATIONS FOR FLEET LANDING ONE FLEET LANDING BOULEVARD ATLANTIC BEACH, FLORIDA 32233 FILE NUMBER: CANOPY ATTIC AREA DATE: MAY 15, 2013 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: . 20 gpm/sq. ft. AREA OF APPLICATION: 1100 sq. ft. COVERAGE PER SPRINKLER: 120. 0 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 357 . 3 gpm TOTAL WATER REQUIRED (including hose) : 457 . 3 gpm FLOW AND PRESSURE (@ BOR) : 357 . 3 gpm @ 121. 9 psi SPRINKLER ORIFICE SIZE: K=5. 6 NAME OF CONTRACTOR: FLEET LANDING DESIGN/LAYOUT BY: DENNIS MCKINNON NICET III AUTHORITY HAVING JURISDICTION: FIRE MARSHALL CONTRACTOR CERTIFICATION NUMBER: LIC.#55283300012005 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38021612 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 40. 0 30. 0 888 . 0 37 . 1 457 . 3 20. 0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 457 . 3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 357 . 3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 16. 2 K= 5. 60 26. 1 28 . 6 102 16.2 K= 5. 60 28 . 3 29. 8 103 16.2 K= 5. 60 30. 1 30 . 7 104 16. 2 K= 5. 60 27 . 8 29. 5 105 16. 2 K= 5. 60 20. 8 25. 5 106 21. 0 K= 5. 60 20. 0 25. 0 107 21. 0 K= 5. 60 24 . 4 27 . 6 108 16.2 K= 5. 60 25. 0 28 . 0 109 16.2 K= 5. 60 31. 4 31. 4 110 16.2 K= 5. 60 34 . 0 32 . 6 ill 16.2 K= 5. 60 38 . 8 34 . 9 112 16. 2 K= 5. 60 35. 9 33. 5 201 14 . 0 - - - - 29.7 - - - 202 14 . 0 - - - - 31. 5 - - - 203 14 . 0 - - - - 35. 5 - - - 204 14 . 0 - - - - 40. 3 - - - 1 14 . 7 - - - - 27 . 9 - - - 2 14 . 7 - - - - 29. 4 - - - 3 14 . 7 - - - - 31. 0 - - - 4 14 .7 - - - - 35. 0 - - - 5 14 . 7 - - - - 32 . 9 - - - 6 14 . 7 - - - - 31.2 - - - 7 14 . 7 - - - - 29.7 - - - 8 14 . 7 - - - - 23. 6 - - - 9 14 . 7 - - - - 26. 1 - - - 10 14 . 7 - - - - 37 . 1 - - - 11 14 .7 - - - - 31.2 - - - 12 14 . 7 - - - - 28 .2 - - - 13 14 . 7 - - - - 33. 3 - - - 14 14 . 7 - - - - 35. 1 - - - 15 14 . 7 - - - - 37 . 0 - - - 16 14 .7 - - - - 41. 8 - - - 17 14 .7 - - - - 42 . 1 - - - 17A 12 .2 - - - - 93.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 18 14 . 7 - - - - 40. 0 - - - 18A 2 . 5 - - - - 120. 3 - - - 19 14 .7 - - - - 38 . 0 - - - 19A 2. 5 - - - - 121 . 2 - - - TASR 10. 5 - - - - 114 . 8 - - - DPV 5. 0 - - - - 118 . 3 - - - BASR 1 . 0 - - - - 121. 9 - - - Ul -3. 0 - - - - 123.7 - - - U2 -3. 0 - - - - 124 . 1 - - - U3 -3. 0 - - - - 126.2 - - - U4 4 . 0 - - - - 14 .2 - - - U5 -3. 0 - - - - 17 .3 - - - U6 -3. 0 - - - - 22 . 9 - - - PUMPD 4 . 0 - - - - 124 . 0 - - - PUMPS 4 . 0 - - - - 14 .2 - - - BFD 3. 0 - - - - 15. 3 - - - BFS 3. 0 - - - - 20.3 - - - SOURCE 4 . 0 SOURCE 20 . 0 357 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic 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) FL/FT (PSI) Pipe: 1 -28 . 6 1 . 049 PL 1 . 66 PF 1. 1 101 16. 2 5. 6 26. 1 28 . 6 10. 6 100 FTG E PE 0. 7 1 14 . 7 0. 0 27 . 9 0 . 0 0 .354 TL 3. 09 PV Pipe: 2 -29. 8 1 . 049 PL 1 . 66 PF 2 . 0 102 16.2 5. 6 28 . 3 29. 8 11 . 1 100 FTG T PE 0. 7 3 14 . 7 0. 0 31. 0 0. 0 0. 381 TL 5. 23 PV Pipe: 3 -30. 7 1 . 049 PL 1. 66 PF 2. 1 103 16. 2 5. 6 30. 1 30. 7 11. 4 100 FTG T PE 0. 7 5 14 . 7 0. 0 32 . 9 0. 0 0. 404 TL 5.23 PV Pipe: 4 -29. 5 1 . 049 PL 1 . 66 PF 1.2 104 16.2 5. 6 27 . 8 29. 5 11. 0 100 FTG E PE 0. 7 7 14 . 7 0.0 29. 7 0. 0 0 . 375 TL 3. 09 PV Pipe: 5 -25. 5 1. 049 PL 2 . 49 PF 2 . 1 105 16.2 5. 6 20. 8 25. 5 9. 5 100 FTG ET PE 0 . 7 8 14 .7 0. 0 23. 6 0. 0 0. 286 TL 7 . 49 PV Pipe: 6 -25. 0 1. 049 PL 7 . 25 PF 3. 4 106 21. 0 5. 6 20. 0 25. 0 9. 3 100 FTG ET PE 2 . 7 9 14 .7 0. 0 26. 1 0. 0 0.276 TL 12 . 25 PV Pipe: 7 -27 . 6 1. 049 PL 7 .25 PF 4 . 1 107 21. 0 5. 6 24 . 4 27 . 6 10. 3 100 FTG ET PE 2 . 7 11 14 . 7 0 . 0 31.2 0. 0 0. 332 TL 12 .25 PV Pipe: 8 -28 . 0 1 . 049 PL 2 . 49 PF 2 .5 108 16. 2 5. 6 25. 0 28 .0 10. 4 100 FTG ET PE 0.7 12 14 . 7 0. 0 28 .2 0 . 0 0 .340 TL 7 . 49 PV Pipe: 9 -31. 4 1. 049 PL 1. 66 PF 1. 3 109 16.2 5. 6 31. 4 31. 4 11. 6 100 FTG E PE 0. 7 13 14 .7 0. 0 33. 3 0. 0 0. 419 TL 3. 09 PV Pipe: 10 -32. 6 1. 049 PL 1 . 66 PF 2 . 4 110 16. 2 5. 6 34 . 0 32. 6 12 . 1 100 FTG T PE 0 . 7 15 14 .7 0.0 37 .0 0 .0 0 . 451 TL 5.23 PV Pipe: 11 -34 . 9 1 .049 PL 1. 66 PF 2 .7 111 16.2 5. 6 38 . 8 34 . 9 12 . 9 100 FTG T PE 0.7 17 14 .7 0. 0 42 . 1 0. 0 0. 510 TL 5.23 PV Pipe: 12 -33. 5 1. 049 PL 1. 66 PF 1. 5 112 16.2 5. 6 35. 9 33. 5 12. 5 100 FTG E PE 0 . 7 19 14 . 7 0. 0 38 .0 0 . 0 0. 475 TL 3. 09 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM . SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0 . 0 1. 049 PL 3. 66 PF 0. 0 2 14 . 7 0. 0 29. 4 0 . 0 0 . 0 100 FTG 2T PE 0. 3 201 14 . 0 0. 0 29.7 0 . 0 0. 000 TL 10. 80 PV Pipe: 14 0. 0 1 . 049 PL 3 . 66 PF 0 .0 202 14 . 0 0. 0 31 .5 0. 0 0. 0 100 FTG 2T PE -0.3 6 14 . 7 0. 0 31 . 2 0. 0 0 . 000 TL 10 . 80 PV Pipe: 15 0. 0 1. 049 PL 3. 83 PF 0. 0 203 14 . 0 0. 0 35. 5 0. 0 0. 0 100 FTG 2T PE -0. 3 14 14 . 7 0. 0 35. 1 0. 0 0. 000 TL 10. 97 PV Pipe: 16 0 . 0 1. 049 PL 3. 83 PF 0. 0 204 14 . 0 0. 0 40. 3 0. 0 0 . 0 100 FTG 2T PE -0 . 3 18 14 .7 0. 0 40. 0 0. 0 0 . 000 TL 10. 97 PV Pipe: 17 -28 . 6 1 . 049 PL 4 . 33 PF 1. 5 1 14 .7 0. 0 27 . 9 0. 0 10. 6 100 FTG ---- PE 0. 0 2 14 . 7 0. 0 29. 4 0. 0 0. 354 TL 4 . 33 PV Pipe: 18 -28 . 6 1. 049 PL 4 . 42 PF 1. 6 2 14 . 7 0. 0 29. 4 0 . 0 10. 6 100 FTG ---- PE 0 . 0 3 14 . 7 0. 0 31. 0 0 . 0 0. 354 TL 4 . 42 PV Pipe: 19 -58 . 4 1 . 380 PL 7 . 25 PF 4 .0 3 14 .7 0. 0 31 . 0 0. 0 12 . 5 100 FTG T PE 0.0 4 14 . 7 0. 0 35.0 0. 0 0. 348 TL 11. 53 PV Pipe: 20 60 . 3 1. 380 PL 1. 33 PF 2. 1 4 14 .7 0 .0 35. 0 0 .0 12 . 9 100 FTG T PE 0 . 0 5 14 .7 0. 0 32 . 9 0. 0 0 .369 TL 5. 61 PV Pipe: 21 29. 5 1. 049 PL 4 . 50 PF 1.7 5 14 .7 0 .0 32 . 9 0 . 0 11 . 0 100 FTG ---- PE 0 . 0 6 14 .7 0. 0 31.2 0. 0 0. 375 TL 4 . 50 PV Pipe: 22 29. 5 1. 049 PL 4 . 17 PF 1. 6 6 14 .7 0 .0 31.2 0. 0 11. 0 100 FTG ---- PE 0. 0 7 14 .7 0. 0 29. 7 0 .0 0. 375 TL 4 . 17 PV Pipe: 23 -25. 5 1. 049 PL 8 . 75 PF 2 . 5 8 14 . 7 0 .0 23. 6 0. 0 9. 5 100 FTG ---- PE 0 . 0 9 14 .7 0.0 26. 1 0 . 0 0.286 TL 8 . 75 PV Pipe: 24 -50. 6 1.049 PL 7 . 25 PF 11. 0 9 14 .7 0 . 0 26. 1 0. 0 18 . 8 100 FTG T PE 0. 0 10 14 .7 0.0 37 . 1 0 . 0 1. 015 TL 10. 82 PV Pipe: 25 55. 6 1. 049 PL 1 . 33 PF 5. 9 10 14 .7 0 . 0 37 . 1 0. 0 20.7 100 FTG T PE 0. 0 11 14 .7 0. 0 31. 2 0 . 0 1.211 TL 4 . 90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 28 . 0 1. 049 PL 8 . 66 PF 2 . 9 11 14 . 7 0. 0 31.2 0 . 0 10 . 4 100 FTG ---- PE 0. 0 12 14 . 7 0. 0 28 .2 0 . 0 0. 340 TL 8 . 66 PV Pipe: 27 -31. 4 1 . 049 PL 4 . 33 PF 1. 8 13 14 . 7 0. 0 33. 3 0. 0 11. 6 100 FTG ---- PE 0. 0 14 14 . 7 0.0 35. 1 0. 0 0 . 419 TL 4 . 33 PV Pipe: 28 -31. 4 1. 049 PL 4 . 42 PF 1 . 9 14 14 . 7 0. 0 35. 1 0 . 0 11. 6 100 FTG ---- PE 0 . 0 15 14 . 7 0. 0 37 . 0 0 . 0 0. 419 TL 4 . 42 PV Pipe: 29 -64 .0 1. 380 PL 7 .25 PF 4 . 8 15 14 .7 0.0 37 . 0 0. 0 13. 7 100 FTG T PE 0. 0 16 14 . 7 0.0 41. 8 0. 0 0. 412 TL 11 .53 PV Pipe: 30 -24 . 1 1 . 380 PL 1 .33 PF 0. 4 16 14 . 7 0. 0 41 . 8 0 . 0 5.2 100 FTG T PE 0. 0 17 14 . 7 0. 0 42 . 1 0 . 0 0 . 068 TL 5. 61 PV Pipe: 31 33. 5 1. 049 PL 4 . 50 PF 2 . 1 17 14 . 7 0. 0 42 . 1 0 . 0 12 . 5 100 FTG ---- PE 0. 0 18 14 . 7 0. 0 40. 0 0 . 0 0. 475 TL 4 . 50 PV Pipe: 32 33. 5 1. 049 PL 4 . 17 PF 2 . 0 18 14 . 7 0. 0 40. 0 0 . 0 12 . 5 100 FTG ---- PE 0. 0 19 14 . 7 0. 0 38 . 0 0 . 0 0 . 475 TL 4 . 17 PV Pipe: 33 -118 .7 2. 067 PL 11. 66 PF 2 . 1 4 14 . 7 0. 0 35. 0 0 . 0 11. 3 100 FTG ---- PE 0 . 0 10 14 . 7 0. 0 37 . 1 0 . 0 0 . 181 TL 11. 66 PV Pipe: 34 -224 . 9 2 .067 PL 1 . 42 PF 5. 0 10 14 .7 0. 0 37 . 1 0. 0 21. 5 100 FTG T PE 0. 0 17 14 .7 0. 0 42 . 1 0. 0 0. 590 TL 8 .56 PV Pipe: 35 39. 9 2 . 067 PL 8 . 66 PF 0. 4 17 14 . 7 0. 0 42. 1 0 . 0 3. 8 100 FTG T PE 0. 0 16 14 . 7 0. 0 41. 8 0 . 0 0. 024 TL 15. 80 PV Pipe: 36 -357 . 3 2. 067 PL 21. 82 PF 50 . 1 17 14 . 7 0.0 42 . 1 0. 0 34 .2 100 FTG 4E PE 1. 1 17A 12 .2 0.0 93.3 0. 0 1 . 389 TL 36. 09 PV Pipe: 37 -357 . 3 2 . 469 PL 18 .33 PF 20.7 17A 12.2 0. 0 93. 3 0 . 0 23. 9 100 FTG 2ET PE 0. 8 TASR 10. 5 0. 0 114 . 8 0 . 0 0. 584 TL 35. 46 PV Pipe: 38 -357 .3 3. 068 PL 5. 50 PF 1 . 1 TASR 10. 5 0.0 114 . 8 0. 0 15. 5 100 FTG ---- PE 2 . 4 DPV 5. 0 0. 0 118 . 3 0. 0 0 . 203 TL 5. 50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -357 . 3 4 . 026 PL 2 . 50 PF 0. 9 DPV 5. 0 0. 0 118 . 3 0. 0 9. 0 120 FTG GD PE 1 . 1 18A 2. 5 0. 0 120. 3 0. 0 0. 039 TL 24 . 50 PV Pipe: 40 -357 . 3 4 . 026 PL 2 . 50 PF 0. 9 18A 2 .5 0. 0 120. 3 0. 0 9. 0 120 FTG T PE 0. 0 19A 2 . 5 0. 0 121.2 0. 0 0. 039 TL 22 . 50 PV Pipe: 41 -357 . 3 4 . 026 PL 1. 50 PF 0. 1 19A 2 . 5 0. 0 121 .2 0 . 0 9. 0 120 FTG ---- PE 0. 6 BASR 1. 0 0. 0 121 . 9 0 . 0 0. 039 TL 1. 50 PV Pipe: 42 -357 . 3 7 . 981 PL 4 . 00 PF 0. 0 BASR 1. 0 0. 0 121. 9 0. 0 2 . 3 140 FTG E PE 1. 7 U1 -3. 0 0. 0 123.7 0 . 0 0. 001 TL 27 . 94 PV Pipe: 43 -357 . 3 7 . 981 PL 400. 00 PF 0. 5 U1 -3. 0 0. 0 123. 7 0. 0 2 . 3 140 FTG TG PE 0. 0 U2 -3. 0 0. 0 124 . 1 0. 0 0. 001 TL 451. 87 PV Pipe: 44 -357 . 3 7 . 981 PL 1500 . 00 PF 2 . 1 U2 -3. 0 0. 0 124 . 1 0 . 0 2 .3 120 FTG ---- PE 0. 0 U3 -3. 0 0. 0 126.2 0 . 0 0. 001 TL 1500 . 00 PV Pipe: 45 -357 . 3 7 . 981 PL 500. 00 PF 0. 8 U3 -3. 0 0 .0 126. 2 0 . 0 2 . 3 120 FTG 2ETG PE -3. 0 PUMPD 4 . 0 0.0 124 . 0 0. 0 0. 001 TL 575. 00 PV Pipe: 46 FIRE PUMP Rating: 750 . 0 gpm @ 112. 0 psi PUMPS 4 . 0 0. 0 14 .2 0. 0 Avail. : 357 . 5 gpm @ 112 . 0 psi PUMPD 4 . 0 0. 0 124 . 0 0. 0 Req'd. : 357 . 5 gpm @ 109. 8 psi Pipe: 47 -357 . 3 7 . 981 PL 5. 00 PF 0. 1 PUMPS 4 . 0 0. 0 14 .2 0 . 0 2 .3 140 FTG ETG PE 0. 0 U4 4 . 0 0. 0 14 .2 0 . 0 0. 001 TL 80. 81 PV Pipe: 48 -357 . 3 7 . 981 PL 7 . 00 PF 0. 0 U4 4 . 0 0. 0 14 .2 0. 0 2 .3 140 FTG E PE 3. 0 U5 -3. 0 0. 0 17 . 3 0. 0 0. 001 TL 30 . 94 PV Pipe: 49 -357 .3 7 . 981 PL 500 . 00 PF 0. 6 U5 -3. 0 0. 0 17 . 3 0. 0 2 .3 140 FTG 2E PE -2. 6 BFD 3. 0 0. 0 15. 3 0. 0 0 . 001 TL 547 . 88 PV Pipe: 50 FIXED PRESSURE LOSS DEVICE BFS 3. 0 0. 0 20. 3 0. 0 5. 0 psi, 357 . 3 gpm BFD 3. 0 0 .0 15. 3 0. 0 Pipe: 51 -357 . 3 7 . 981 PL 6. 00 PF 0. 1 BFS 3. 0 0. 0 20 .3 0. 0 2 . 3 140 FTG 2E PE 2 . 6 U6 -3. 0 0. 0 22 . 9 0. 0 0 .001 TL 53. 88 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -357 . 3 7 . 981 PL 50. 00 PF 0. 1 U6 -3. 0 0. 0 22 . 9 0 . 0 2 . 3 140 FTG TG PE -3. 0 SOURCE 4 . 0 SRCE 20. 0 (N/A) 0 . 001 TL 101 . 87 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 3 computer program under license no. 38021612 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 . 006 gpm and a maximum imbalance at any node of 0. 150 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 34 . 2 ft/sec at pipe 36. (4) The Minimum pump suction pressure under maximum calculated demand is 14 . 16 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (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 ChkVly BfyVly GatVly AlmChk DPVly NPTee 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 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 4 . 026 10. 00 20. 00 6. 00 22 . 00 12 . 00 2. 00 20. 00 20. 00 20. 00 7 . 981 18 . 00 35. 00 13.00 45. 00 12 . 00 4 . 00 31. 00 31. 00 35.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY DRY SYSTEM .SDF JOB TITLE: Fleet Landing Drive Thru Canopy . 10/aera of 1100 sq. ft. of attic O 0 O CD a °D a u a ro /ro 14 4-3 o 3 U) V) o H r r A Fi �� � 5 a) a) cn o O 13 F. F. S4Q� O a (0 a W Qa > a) S4 > U (0 a w I rn H +-) Q. to u 0)-1 0)-H D) u 0) a P P Q. W D) ro 0 W -.i 7 �:j S-i U �:j �:s r (1) a) u-) u') ro u7 tr u7 U ro U O �1 rl (n 'O M rl 'O • 5 a) .0 Q U) 0.i A a) A r N r (ar s4 r >, U b)b U) ro r 4 r (a �n � u� u7 rl m N +) aJ CL HL0 -H LnriM -HM Q) M a) CC) 04-H ro ro ro ro M �3 � Q,n : 01 01 Ww a) w > (1) ro m co a m n ,-A ri CD ro �4 ro -4 u -1V) -i m -H r4 -H .Q .Q -H -11 U) m a) U) a) U3 w i n r ro ro p a) U) Q) CO a) Q, a) Q. �-, a, �, Q. U a w 1-i 1-i c) s4 Q. �4 Q. u u a, a, N Q 4J -H -,I p � o, a 4J ro ro ro r m o m � moo ao rn O a) � ? > > O U) o m o m m (0 (aco z a co 1�4 (1) a) a) N a) 61 P M J-) M P r $4 O P r-I !4 (D O -V O N I co W a4 M W N a, 11 W ri F ri F rt F:� M U n W f a a) U 04 O U) O H U) O O a CD �54 4-) I o 5-+ ro I w F4 P Cw v� a, �D o m o w H 3 o 0 u� CD 0 0 IM 0 N U W 4' W r 0 o O o O o O o o C; O o O o 0 0 0 o i l0 C' N O OO l0 �' N ri ri 1-1 r-1 c� r4 'D041 wawU) U) orxw -- 04 � ^ Worldwide www.tyco-fire.com COCOPFT! Contacts i Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General nnotnrj ; GnrenrlorG hzi --c-1 or 1son Les f-A rre apphiic--Description G t�JmQp cvai ge . lli lr 1 � ar /8 iYt - . M Y. J -. .. is1 i �::i .•. r( _ i r m c�ry i"i FnP p • 1 -.. ..-- _ n`i`SLf€TFfZ WithiP_Sr1P(': , rr - .. :- r. .:4;;rit-v of of flha.r...... ti4•.•forr,,ritd c•o6i-ven +ati,i : .. ... .. t rnrrosi -ene:ironm-ent. 'he effects of f'iPr'lr-.iit_ {rnrn rl.7 GC Fit itn s nra Cr,t: : - ' ' t #. .�+f 1 1-- n a�•-• 'r t Ullt i-•frL ritutJ;I tit _ i dt nc 3;t.,. 0 �,d-=,ci,T huzo N nnmmar_ut`..?viilpu'� —1. u' '. •---, if.7•..i:ti ,10;0ctiy,, ".. oe }#lilt•as b- Y iks. )#]�--#S: ;17i#f IC-4-1)0- rsfffr.. , �iii� -ttati�. #,. ns �i t •�t1t h ti, ,ir -. -- � I he ranncced version owthe,Scme t V_ i"! n Nonderit jrrinkier- .Tvrie-re-arlrri;f a- -U-fe,is;intended iVr UJ6 iv-.Qteas'ittl Q - "' "epi finished cei'ing.This recessed pendent R" "e" "It" s --E in ii-Te t- iI (ti i otA grtpfaf i t-i -t _ C ';,A-ne u..:a,.mow' aare dvt�.ivv r:• twt� Tvv!i' • A tvic G to re #u tifG ti -In i4P#s n1rni EIRT�rnoQd Ffain:-rte s t 4 ar rr t t t !}tom L£�rIL'••^j !V LlJLJ r •.f a a ••a~ firtrinKrerc Ge-'Cri DEKr Y i7erpin must flush pendent position,ora rrraeadcu dliu reed rrtctirrcu ire t urtrfJ7rarrt o u "T f-r Czt o'killi rt Sprinkler C., L Ft t!4 1 r �.V(6 - t Mcessed acliustment or up to v2 n,~h tnp c$a_nr-Ici&1p nt;4ow ar;trr-,r+ffq ha- Identification t7irril nr turw ao r#Strne7lr frrxn th ;_ri f r r to do so io _ flush pendent position. me pQHorn;ance,.t tnes-e crevices. Number (SIN) i t.e rr:a,a.4m yrs?3 nta..-0^ri h the-- _ r - :'�:...e..� -..-- F` iG Hecesseo Escutcheon reritices in ing their fire protection system and TY1131: Upright 2.8K,1/2' NPT accuracy to which the fixed pipe drops Ne.ric¢s .,p-� ,_, nr erat;nn cn, i+:n TY1231: Pendent 2.8K,1/2 NPT �r rr rrdr:iny r.Ltrtrarr;trr or -•r-3-rirrr,'-ter TY2131: Upright 4.2K,1/2-NPT -- -:nr rsc nn raa *ani rnaT#-tnc Allno a fila fur:t -tut Cr ,"Oulu. t t,o.tat;tei_:V-_ TY2231: Pendent 4.2K,1/2""NPT - Y3 Upright 5.6K,1/2""NPT ter#zct, tt C st±Et, e TY3 Pendent 5.6K, 1/2"NPT J .1 TY4131: Upright 8.OK,3/4"NPT TY4231: Pendent 8.OK,3/4"NPT TY4831: Upright* 8.OK, 1/2"NPT TY4931: Pendent* 8.OK, 1/2"NPT IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fait to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 MARCH 2013 TFP171 AMERICAN FIRE SERVICE 108 HALSEMA ROAD NORTH 1 JACKSONVILLE, FL 32220 FILE COPY HYDRAULIC CALCULATIONS . FOR FLEET LANDING ONE FLEET LANDING BOULEVARD ATLANTIC BEACH, FLORIDA 32233 A dqe} 2 a FILE NUMBER: CANOPY EC DRY PENDENT^ DATE: MAY 15, 2013 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .20 / gpm/sq. ft. AREA OF APPLICATION: 1296 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 272. 2 gpm TOTAL WATER REQUIRED (including hose) : 522 . 2 gpm FLOW AND PRESSURE (@ BOR) : 272 .2 gpm @ 119. 8 psi SPRINKLER ORIFICE SIZE: K=11.2, 1" NPT TYCO EC DRY PENDENT SPRINKLER 18 'X18 ' (33. 0 GPM @ 34 .7 PSI) NAME OF CONTRACTOR: FLEET LANDING DESIGN/LAYOUT BY: DENNIS MCKINNON NICET III AUTHORITY HAVING JURISDICTION: FIRE MARSHALL CONTRACTOR CERTIFICATION NUMBER: LIC.#55283300012005 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38021612 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT.SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 40. 0 30. 0 888 . 0 36. 3 522.2 20. 0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 522 .2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 272 .2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 16.2 - - - - 51. 6 - - - 102 16. 2 - - - - 59. 0 - - - 103 16.2 - - - - 61 . 5 - - - 104 16. 2 - - - - 53.7 - - - 105 16. 2 - - - - 66. 6 - - - 106 21. 0 - - - - 64 . 6 - - - 107 21. 0 - - - - 64 . 6 - - - 108 16.2 - - - - 66. 6 - - - 109 16.2 - - - - 55. 0 - - - 110 16.2 - - - - 62 . 8 - - - ill 16.2 - - - - 68 .5 - - - 112 16.2 - - - - 60 . 0 - - - 201 14 . 0 K=11.20 34 .7 66. 0 202 14 . 0 K=11.20 36. 1 67 . 3 203 14 . 0 K=11.20 36. 8 67 . 9 204 14 . 0 K=11.20 40 . 1 71.0 1 14 .7 - - - - 52 .3 - - - 2 14 .7 - - - - 52 .3 - - - 3 14 .7 - - - - 59. 6 - - - 4 14 . 7 - - - - 64 . 7 - - - 5 14 . 7 - - - - 62 . 1 - - - 6 14 . 7 - - - - 54 . 4 - - - 7 14 .7 - - - - 54 . 4 - - - 8 14 .7 - - - - 67 . 3 - - - 9 14 . 7 - - - - 67 . 3 - - - 10 14 . 7 - - - - 67 . 3 - - - 11 14 .7 - - - - 67 .3 - - - 12 14 .7 - - - - 67 . 3 - - - 13 14 .7 - - - - 55.7 - - - 14 14 . 7 - - - - 55. 7 - - - 15 14 . 7 - - - - 63. 5 - - - 16 14 .7 - - - - 68 . 8 - - - 17 14 .7 - - - - 69.2 - - - 17A 12 .2 - - - - 100. 6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT.SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 18 14 . 7 - - - - 60. 7 - - - 18A 2 . 5 - - - - 118 . 5 - - - 19 14 .7 - - - - 60. 7 - - - 19A 2 . 5 - - - - 119. 1 - - - TASR 10 . 5 - - - - 113 . 8 - - - DPV 5. 0 - - - - 116. 9 - - - BASR 1. 0 - - - - 119. 8 - - - Ul -3. 0 - - - - 121. 5 - - - U2 -3. 0 - - - - 121. 8 - - - U3 -3. 0 - - - - 123. 0 - - - U4 4 . 0 - - - - 14 . 5 - - - U5 -3. 0 - - - - 17 . 6 - - - U6 -3. 0 - - - - 23. 0 - - - PUMPD 4 . 0 - - - - 120 . 5 - - - PUMPS 4 . 0 - - - - 14 . 5 - - - BFD 3. 0 - - - - 15. 3 - - - BFS 3. 0 - - - - 20 . 3 - - - SOURCE 4 . 0 SOURCE 20. 0 272 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT.SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy 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) FL/FT (PSI) Pipe: 1 0. 0 1 . 049 PL 1 . 66 PF 0. 0 101 16.2 0. 0 51. 6 0 . 0 0 . 0 100 FTG E PE 0. 7 1 14 .7 0. 0 52 . 3 0 . 0 0 .000 TL 3. 09 PV Pipe: 2 0 . 0 1 . 049 PL 1 . 66 PF 0. 0 102 16. 2 0. 0 59. 0 0. 0 0 . 0 100 FTG T PE 0. 7 3 14 . 7 0 . 0 59. 6 0. 0 0.000 TL 5. 23 PV Pipe: 3 0 . 0 1.049 PL 1 . 66 PF 0. 0 103 16.2 0.0 61.5 0. 0 0. 0 100 FTG T PE 0. 7 5 14 . 7 0 . 0 62 . 1 0. 0 0 . 000 TL 5. 23 PV Pipe: 4 0. 0 1. 049 PL 1 . 66 PF 0.0 104 16.2 0. 0 53.7 0. 0 0. 0 100 FTG E PE 0. 7 7 14 . 7 0. 0 54 . 4 0. 0 0. 000 TL 3.09 PV Pipe: 5 0. 0 1. 049 PL 2 . 49 PF 0 . 0 105 16.2 0. 0 66. 6 0. 0 0. 0 100 FTG ET PE 0. 7 8 14 . 7 0. 0 67 .3 0. 0 0. 000 TL 7 . 49 PV Pipe: 6 0. 0 1.049 PL 7 . 25 PF 0.0 106 21.0 0.0 64 . 6 0. 0 0 . 0 100 FTG ET PE 2 .7 9 14 .7 0 .0 67 .3 0 . 0 0 . 000 TL 12 . 25 PV Pipe: 7 0 . 0 1 . 049 PL 7 .25 PF 0.0 107 21. 0 0. 0 64 . 6 0. 0 0. 0 100 FTG ET PE 2 .7 11 14 . 7 0. 0 67 . 3 0. 0 0. 000 TL 12 .25 PV Pipe: 8 0. 0 1. 049 PL 2 . 49 PF 0 . 0 108 16.2 0 . 0 66. 6 0 . 0 0. 0 100 FTG ET PE 0.7 12 14 .7 0. 0 67 . 3 0 . 0 0 . 000 TL 7 . 49 PV Pipe: 9 0. 0 1. 049 PL 1. 66 PF 0. 0 109 16.2 0. 0 55. 0 0. 0 0. 0 100 FTG E PE 0. 7 13 14 .7 0.0 55.7 0. 0 0. 000 TL 3. 09 PV Pipe: 10 0 . 0 1. 049 PL 1. 66 PF 0. 0 110 16.2 0. 0 62. 8 0. 0 0. 0 100 FTG T PE 0.7 15 14 . 7 0. 0 63.5 0. 0 0. 000 TL 5.23 PV Pipe: 11 0. 0 1. 049 PL 1. 66 PF 0.0 111 16.2 0. 0 68 . 5 0.0 0 . 0 100 FTG T PE 0.7 17 14 . 7 0. 0 69.2 0. 0 0. 000 TL 5.23 PV Pipe: 12 0. 0 1. 049 PL 1. 66 PF 0 . 0 112 16.2 0. 0 60. 0 0 . 0 0. 0 100 FTG E PE 0.7 19 14 . 7 0. 0 60.7 0 .0 0 .000 TL 3. 09 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT. SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 66. 0 1. 049 PL 3. 66 PF 17 . 9 2 14 .7 0. 0 52 . 3 0 . 0 24 . 5 100 FTG 2T PE 0. 3 201 14 . 0 11.2 34 .7 66. 0 1 . 659 TL 10. 80 PV Pipe: 14 -67 . 3 1. 049 PL 3. 66 PF 18 . 6 202 14 . 0 11.2 36. 1 67 . 3 25. 0 100 FTG 2T PE -0. 3 6 14 .7 0. 0 54 . 4 0 . 0 1. 721 TL 10. 80 PV Pipe: 15 -67 . 9 1. 049 PL 3. 83 PF 19. 2 203 14 . 0 11.2 36. 8 67 . 9 25.2 100 FTG 2T PE -0 . 3 14 14 . 7 0. 0 55. 7 0. 0 1. 752 TL 10. 97 PV Pipe: 16 -71 . 0 1. 049 PL 3. 83 PF 20. 8 204 14 . 0 11.2 40. 1 71. 0 26.3 100 FTG 2T PE -0 . 3 18 14 . 7 0. 0 60. 7 0. 0 1. 898 TL 10. 97 PV Pipe: 17 0 . 0 1. 049 PL 4 . 33 PF 0.0 1 14 . 7 0 . 0 52 . 3 0. 0 0 . 0 100 FTG ---- PE 0. 0 2 14 . 7 0 .0 52 . 3 0. 0 0. 000 TL 4 . 33 PV Pipe: 18 -66. 0 1. 049 PL 4 . 42 PF 7 . 3 2 14 . 7 0.0 52 . 3 0. 0 24 .5 100 FTG ---- PE 0. 0 3 14 .7 0.0 59. 6 0. 0 1. 659 TL 4 . 42 PV Pipe: 19 -66. 0 1 . 380 PL 7 .25 PF 5. 0 3 14 . 7 0. 0 59. 6 0 . 0 14 .2 100 FTG T PE 0. 0 4 14 . 7 0. 0 64 .7 0 . 0 0. 436 TL 11 . 53 PV Pipe: 20 67 . 3 1. 380 PL 1. 33 PF 2. 5 4 14 .7 0.0 64 . 7 0. 0 14 . 4 100 FTG T PE 0.0 5 14 . 7 0. 0 62 . 1 0. 0 0. 453 TL 5. 61 PV Pipe: 21 67 . 3 1. 049 PL 4 . 50 PF 7 .7 5 14 .7 0. 0 62 . 1 0 . 0 25. 0 100 FTG ---- PE 0. 0 6 14 .7 0.0 54 . 4 0. 0 1. 721 TL 4 . 50 PV Pipe: 22 0. 0 1 .049 PL 4 . 17 PF 0. 0 6 14 .7 0. 0 54 . 4 0. 0 0. 0 100 FTG ---- PE 0. 0 7 14 .7 0. 0 54 . 4 0. 0 0. 000 TL 4 . 17 PV Pipe: 23 0 . 0 1. 049 PL 8 .75 PF 0 . 0 8 14 . 7 0. 0 67 .3 0 . 0 0. 0 100 FTG ---- PE 0.0 9 14 . 7 0.0 67 .3 0. 0 0. 000 TL 8 . 75 PV Pipe: 24 0.0 1. 049 PL 7 . 25 PF 0 . 0 9 14 . 7 0. 0 67 . 3 0 . 0 0 . 0 100 FTG T PE 0 .0 10 14 . 7 0. 0 67 .3 0. 0 0 . 000 TL 10. 82 PV Pipe: 25 0. 0 1. 049 PL 1. 33 PF 0. 0 10 14 . 7 0. 0 67 . 3 0 . 0 0.0 100 FTG T PE 0. 0 11 14 . 7 0. 0 67 .3 0 . 0 0. 000 TL 4 . 90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT. SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 0 . 0 1. 049 PL 8 . 66 PF 0. 0 11 14 .7 0. 0 67 .3 0. 0 0 . 0 100 FTG ---- PE 0. 0 12 14 . 7 0. 0 67 . 3 0. 0 0 . 000 TL 8 . 66 PV Pipe: 27 0. 0 1. 049 PL 4 . 33 PF 0 . 0 13 14 .7 0. 0 55.7 0. 0 0. 0 100 FTG ---- PE 0.0 14 14 .7 0. 0 55. 7 0 . 0 0. 000 TL 4 . 33 PV Pipe: 28 -67 . 9 1. 049 PL 4 . 42 PF 7 . 7 14 14 .7 0.0 55.7 0. 0 25. 2 100 FTG ---- PE 0. 0 15 14 . 7 0. 0 63. 5 0. 0 1 . 752 TL 4 . 42 PV Pipe: 29 -67 . 9 1. 380 PL 7 .25 PF 5.3 15 14 . 7 0. 0 63. 5 0 . 0 14 . 6 100 FTG T PE 0. 0 16 14 . 7 0. 0 68 . 8 0 . 0 0. 461 TL 11. 53 PV Pipe: 30 -25. 6 1. 380 PL 1 . 33 PF 0. 4 16 14 .7 0. 0 68 . 8 0. 0 5. 5 100 FTG T PE 0 . 0 17 14 .7 0.0 69.2 0. 0 0 . 076 TL 5. 61 PV Pipe: 31 71. 0 1. 049 PL 4 . 50 PF 8 . 5 17 14 .7 0. 0 69.2 0 . 0 26. 3 100 FTG ---- PE 0. 0 18 14 .7 0. 0 60 . 7 0. 0 1 . 898 TL 4 . 50 PV Pipe: 32 0. 0 1. 049 PL 4 . 17 PF 0.0 18 14 . 7 0. 0 60. 7 0 . 0 0. 0 100 FTG ---- PE 0. 0 19 14 .7 0. 0 60. 7 0. 0 0. 000 TL 4 . 17 PV Pipe: 33 -133. 3 2 . 067 PL 11. 66 PF 2 . 6 4 14 .7 0. 0 64 . 7 0 . 0 12. 7 100 FTG ---- PE 0. 0 10 14 .7 0.0 67 . 3 0. 0 0 . 224 TL 11 . 66 PV Pipe: 34 -133. 3 2 . 067 PL 1. 42 PF 1. 9 10 14 .7 0.0 67 .3 0. 0 12. 7 100 FTG T PE 0. 0 17 14 . 7 0. 0 69.2 0. 0 0 .224 TL 8 . 56 PV Pipe: 35 42 . 4 2. 067 PL 8 . 66 PF 0. 4 17 14 .7 0. 0 69.2 0. 0 4 . 1 100 FTG T PE 0 . 0 16 14 .7 0 .0 68 . 8 0 . 0 0. 027 TL 15. 80 PV Pipe: 36 -272 .2 2 . 067 PL 21. 82 PF 30 . 3 17 14 .7 0.0 69. 2 0 . 0 26. 0 100 FTG 4E PE 1. 1 17A 12.2 0. 0 100 . 6 0. 0 0. 839 TL 36. 09 PV Pipe: 37 -272 .2 2 . 469 PL 18 . 33 PF 12 .5 17A 12.2 0. 0 100. 6 0. 0 18 .2 100 FTG 2ET PE 0. 8 TASR 10 .5 0 . 0 113. 8 0 .0 0. 353 TL 35. 46 PV Pipe: 38 -272 .2 3. 068 PL 5. 50 PF 0.7 TASR 10.5 0 .0 113. 8 0 .0 11. 8 100 FTG ---- PE 2 . 4 DPV 5. 0 0. 0 116. 9 0. 0 0. 123 TL 5. 50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT.SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -272 . 2 4 .026 PL 2. 50 PF 0. 6 DPV 5.0 0. 0 116. 9 0 . 0 6. 9 120 FTG GD PE 1. 1 18A 2 .5 0. 0 118 . 5 0. 0 0. 023 TL 24 . 50 PV Pipe: 40 -272 .2 4 . 026 PL 2 . 50 PF 0 . 5 18A 2 . 5 0. 0 118 . 5 0. 0 6. 9 120 FTG T PE 0. 0 19A 2 . 5 0. 0 119. 1 0. 0 0. 023 TL 22 . 50 PV Pipe: 41 -272 . 2 4 . 026 PL 1 . 50 PF 0.0 19A 2 . 5 0. 0 119. 1 0. 0 6. 9 120 FTG ---- PE 0. 6 BASR 1. 0 0. 0 119. 8 0 . 0 0 .023 TL 1. 50 PV Pipe: 42 -272 .2 7 . 981 PL 4 . 00 PF 0. 0 BASR 1. 0 0. 0 119. 8 0 . 0 1. 7 140 FTG E PE 1. 7 U1 -3. 0 0. 0 121. 5 0 . 0 0. 001 TL 27 . 94 PV Pipe: 43 -272 .2 7 . 981 PL 400. 00 PF 0 . 3 U1 -3. 0 0. 0 121. 5 0 . 0 1. 7 140 FTG TG PE 0.0 U2 -3. 0 0. 0 121. 8 0. 0 0. 001 TL 451 . 87 PV Pipe: 44 -272. 2 7 . 981 PL 1500 . 00 PF 1.2 U2 -3.0 0. 0 121. 8 0. 0 1.7 120 FTG ---- PE 0. 0 U3 -3. 0 0. 0 123. 0 0. 0 0 . 001 TL 1500 . 00 PV Pipe: 45 -272 .2 7 . 981 PL 500. 00 PF 0. 5 U3 -3. 0 0. 0 123. 0 0 . 0 1. 7 120 FTG 2ETG PE -3.0 PUMPD 4 . 0 0. 0 120 . 5 0 . 0 0. 001 TL 575. 00 PV Pipe: 46 FIRE PUMP Rating: 750. 0 gpm @ 112 . 0 psi PUMPS 4 . 0 0. 0 14 . 5 0 . 0 Avail. : 272 . 1 gpm @ 112. 0 psi PUMPD 4 . 0 0.0 120 . 5 0. 0 Req'd. : 272 . 1 gpm @ 106. 0 psi Pipe: 47 -272 .2 7 . 981 PL 5. 00 PF 0. 1 PUMPS 4 . 0 0. 0 14 . 5 0 . 0 1.7 140 FTG ETG PE 0. 0 U4 4 . 0 0. 0 14 . 5 0 . 0 0. 001 TL 80 . 81 PV Pipe: 48 -272.2 7 . 981 PL 7 . 00 PF 0.0 U4 4 . 0 0. 0 14 . 5 0. 0 1.7 140 FTG E PE 3. 0 U5 -3. 0 0. 0 17 . 6 0 . 0 0. 001 TL 30 . 94 PV Pipe: 49 -272 .2 7 . 981 PL 500 . 00 PF 0 .3 U5 -3. 0 0. 0 17 . 6 0. 0 1.7 140 FTG 2E PE -2. 6 BFD 3. 0 0 .0 15. 3 0. 0 0. 001 TL 547 . 88 PV Pipe: 50 FIXED PRESSURE LOSS DEVICE BFS 3. 0 0. 0 20. 3 0. 0 5. 0 psi, 272. 2 gpm BFD 3.0 0 .0 15. 3 0. 0 Pipe: 51 -272 . 2 7 . 981 PL 6. 00 PF 0 . 0 BFS 3. 0 0. 0 20. 3 0 . 0 1.7 140 FTG 2E PE 2 . 6 U6 -3. 0 0. 0 23. 0 0. 0 0. 001 TL 53. 88 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT.SDF JOB TITLE: Fleet Landing EC heads in ceiling of canopy PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -272 .2 7 . 981 PL 50. 00 PF 0. 1 U6 -3. 0 0. 0 23. 0 0. 0 1. 7 140 FTG TG PE -3. 0 SOURCE 4 . 0 SRCE 20. 0 (N/A) 0 . 001 TL 101 . 87 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 3 computer program under license no. 38021612 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. 003 gpm and a maximum imbalance at any node of 0 . 068 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26. 3 ft/sec at pipe 16. (4) The Minimum pump suction pressure under maximum calculated demand is 14 . 49 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (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 ChkVly BfyVly GatVly A1mChk DPVly NPTee 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 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 4 . 026 10. 00 20. 00 6.00 22 . 00 12 . 00 2 . 00 20 .00 20. 00 20. 00 7 . 981 18 . 00 35. 00 13. 00 45. 00 12 . 00 4 . 00 31. 00 31. 00 35. 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/15/2013 C: \HASS DATA\FLEET LANDING CANOPY EC DRY PENDENT. 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I 00 "U) W M L4 N W r 1 a, r i H r-i E-1 -1 FI W U Q W Gu � w N 0 aa7A � 1 7 U) 04 r-I N M C N O Cf) O F-I I O O O �+ r, oa a 0 z Fo a 4 w a to a, D o to O a w H 3 I O O Ln I O 0 o O m O u) lQ M N I O N U 44 Q W � O O O O O O O O O r-I O O O O O O O O O I O OO lQ d' N —I �' c9FC� c7w a4 W W Wt DQx W Q4 U) CO FILE COPY Worldwide www tyco-fire.com Contacts Series DS-ECC Dry Type Sprinklers 5.6K Pendent Concealed Quick Response, Extended Coverage General protection system and remove sprin- klers. Also, the separable two-piece Descri t/on design of the Sprinkler provides for 1/2 p inch(12,7 mm)of vertical adjustment. TYCO Series DS-ECC Dry Type Each Series DS-ECC Dry Type Sprinklers, 5.6K Pendent Concealed, Sprinkler is shipped with a Disposable Quick Response(3 mm Bulb), Extended Protective Cap.The Protective Cap is Coverage (TY3539), are decora- temporarily removed for installation, tive bulb-type sprinklers featuring a and then it can be replaced to help flat cover plate designed to conceal protect the sprinkler while the ceiling the sprinkler. This type of sprinkler is is being installed or finished.The tip of typically used to provide a sprinkler the Protective Cap can also be used to drop from an unheated attic into an mark the center of the ceiling hole into area where aesthetics is a concern, plaster board and ceiling tiles by gently such as nursing homes, restaurants, pushing the ceiling product against the and schools. Protective Cap.When the ceiling instal- They are intended for use in automatic lation is complete,the Protective Cap is sprinkler systems designed in accor- removed and the Cover Plate Assembly dance with standard installation rules installed. (e.g., NFPA 13). The fast response thermal sensitivity rating of Series • DS-ECC Dry Type Sprinklers(TY3539) Series DS-ECC Dry Type Pendent provides for a quick response extended Concealed Sprinklers described herein coverage(OREC)rating up to an 18 ft.x must be installed and maintained in 18 ft.coverage area. compliance with this document and Sprinkler Each unit includes a Cover Plate the applicable standards of the National Assembly that conceals the sprinkler Fire Protection Association, in addition identification operating components above the to the standards of any authorities ceiling.The separable two-piece design having jurisdiction. Failure to do so Number (SIN) of the Cover Plate and Support Cup may impair the performance of these Assemblies allows installation of the devices. TY3539 sprinklers and pressure testing of the The owner is responsible for main- fire protection system prior to instal- taining their fire protection system and lation of a suspended ceiling or appli- devices in proper operating condition. cation of the finish coating to a fixed The installing contractor or sprinkler ceiling. They also permit removal of manufacturer should be contacted with suspended ceiling panels for access any questions. to building service equipment without Series DS-ECC Dry Type Pendent having to first shut down the fire Concealed Sprinklers must only be installed in fittings that meet the requirements of the Design Criteria section. IMPORTANT Always refer to Technical Data Sheet TFP700 for the `INSTALLER WARNING"that provides cautions with respect to handling and instal- lation of sprinkler systems and components.Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page i of 8 AUGUST 2012 TFP518