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Home My WebLink About2430 CAMINO VIDA ROBLE; ; AS130198; PermitCity of Carlsbad Sprinkler Permit Permit No: AS130198 2430 CAMINO VIDA Job Address: ROBLE Permit Type: SPRINK Parcel No: 2131101600 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 11/5/2013 Approved: 11/8/2013 Issued: 11/8/2013 Inspector: Project Title: CARETAKER'S RESIDENCE RESIDENCE: INSTALL NEW FIRE SPRINKLER SYSTEM PER NFPA 13D FOR A NEW CARETAKER'S UNIT Applicant: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY EL CAJON, CA 619-588-6364 Owner: PALOMAR CONGREGATION OF JEHOVAHS WITNESSES VISTA ATTN: GARY I-IULBERT P0 BOX 130845 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 470 0 470 0 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue --Carlsbad CA 92008 760.602.4665 I. INTRODUCTION Purpose: To provide minimum standards for compliance with the Carlsbad Fire Code. Scope: This regulation shall apply whenever the aforementioned subjects are encountered. Author: The Fire Code Official is responsible for the origin and maintenance of this regulation. II. RESPONSIBILITY All personnel with fire suppression and code enforcement responsibilities shall insure the compliance with this regulation whenever violations are anticipated or encountered. III. POLICY The proper design, construction and maintenance of water supply systems is imperative in order for this Department to carry out and fulfill its obligation to protect life and property. All of the notes listed in the GENERAL REQUIREMENTS section shall be placed, verbatim, on the plan under the heading "FIRE NOTES." Include notes from the other sections as applicable to the project. INSTALLATION OF UNDERGROUND PIPING FOR HYDRANTS & SPRINKLER SUPPLY LINES In accordance with the provisions of 2007 California Fire Code (CFC), 2007 California Building Code (CBC), 2007 National Fire Protection Association (NFPA) 24, 2010 NFPA 13, 2010 NFPA 13R, and locally adopted amendments to these codes (Carlsbad Municipal Code Title 17). This guideline is applicable to all underground piping for hydrants and/or sprinkler supply lines within the jurisdiction of Carlsbad Fire Department (CFD). This guideline is not applicable to underground piping serving fire sprinkler systems designed in accordance with 2010 NFPA 13D and some systems designed in accordance with 2010 NFPA 13R. General Plans for all underground piping for hydrants and/or sprinkler supply line(s) shall be submitted to CFD for review and approval prior to installation. Provide a minimum of three copies of the plans. Note: Some Water Departments within the CFD's jurisdiction require additional sets. Verify plan submittal requirements with the Water Department prior to submitting. Plans shall be legible, scaled to nationally recognized standards, and printed as a blue- or black-line drawing. The CFD does not accept either pen and ink plans or pen & ink changes to blue-line plans. A current (within six months), completed Water Availability form shall accompany plans 1. Information to be provided on the title page Applicable codes and standards used for the system design (e.g., 2010 CFC, 2010 CBC, 2010 NFPA 24, etc.). Project location, including the full legal address of the facility, and building number(s) if applicable; tract or parcel number. The contractor's name, telephone number, address, and California State contractor's license number and classification. Contractors must possess an, C16, C34, or C36 license or be a registered professional engineer (RPE). Note: lithe piping plan is designed by an RPE, the plan shall contain the name, license number, and classification of the installing contractor, along with the RPE wet stamp. If this information is not available at the time the plans are submitted, proof of compliance with this requirement must be provided to the CFD at time of inspection. CFD underground notes, verbatim. See page 4 of this guideline. 2. Additional Required Information Location of public mains. Location of all public hydrants within 300 feet of the project site. C. Location of all valves. Specify the type for each (e.g., post indicator valve (PIV), key gate valve, system control valve, double detector check (DCDA), outside stem and yoke (OS&Y), etc.). D. PIV's or other approved indicating valves, shall be located a minimum of 40 feet from the building served. Where it is impracticalto locate control valve(s) 40 feet from the building served, they may be permitted to be located closer utilizing one of the following methods: Approved wall mount indicating valves, provided they are located on blank walls (i.e., no openings within 15 feet on either side of the valve and no openings above, clear to the roof). Approved indicating valves may be placed in valve rooms accessible only from the exterior. An approved sign shall be provided for the door. Approved indicating valves may be placed on exterior risers provided they are located on blank walls (i.e., no openings within 15 feet on either side of the valve and no openings above, clear to the roof). E. Pipe size, class, and type; specify lined or unlined, if applicable. F. Thrust block locations, or specify the means of restraint as approved by City Engineering and Fire Inspectors in accordance with NFPA and AWWA Standards. G. Location of the fire department connection (FDIC). FDCs shall be on the address side of building and located immediately adjacent to the approved fire department access road in a position allowing hose lines to be readily and conveniently attached. It is preferred that the FDIC be a part of the backflow assembly. The fire department connection shall contain a minimum of two 23'2" inlets. When the sprinkler density design is 500 GPM or greater (including the interior hose stream demand) or a standpipe system is included, four 234" inlets shall be provided. H. FDCs shall be no more than 90 feet from a public hydrant. The FDIC may be located within 90 feet of a hydrant, if the FDIC is connected to the fire sprinkler system by a dedicated pipe that connects on the system side (i.e., downstream) of the backflow prevention device. The size of piping and the number of inlets shall be approved by the chief as provided for by 2010 NFPA 13, Section 6.8, and 2007 NFPA 24, Section 6.3.3.1. Fire department inlet connections shall not be painted. I. Large service mains shall have post indicating type sectional control valves at appropriate points in order to permit isolation of the system in the event of a break or during repair or extension. Note: A large system is one with over five connections, including hydrants, to the main. J. At no time shall pipes pass through or under any bearing foundation or footing. All underground piping, fittings and fixtures shall terminate no more than twenty-four inches from any wall footing or structural member and shall rise on the exterior of the structure to be protected. A minimum of 2 inches clearance (interstitial space) shall be provided where the pipe passes through the wall. ALL FERROUS AND METALLIC, UNDERGROUND PIPE AND FITTINGS SHALL BE PROTECTED TITH CONTINUOUS POLYBTHULENE SLEEVES AND COATED PER N.P,P,A, REQUIREMENTS. - EXTERIOR HALL GROOVED COUPLING GALVANIZES/GROOVES STEEL PIPE (FLEXIBLE - 1FF) - I / FIlTH AJPPORT STAND AS PEOULRES MIS. 2 CLEAR AROUND PIPE GROOVES TO, ELL FLANGE/GROOVE ADAPTER INTERIOR PINLSAEP FLOOR CLMC PUOTILE IRON TO ABOVE GRAPE CONE, FOOTING TO. ELL Vi THRUST / BLOCK PER F.P.A. 24-" FIRE SERVICE PIPING SERVICE ENTRY NO SCALE PLACE THE FOLLOWING NOTES, VERBATIM, ON THE PLAN: Prior to installation, all required permits shall be obtained from the building and water department's having jurisdiction. INSPECTION REQUIREMENTS A. A minimum of three inspections are required for underground piping serving sprinkler systems and/or private hydrants: Pre-pour inspection; Hydrostatic testing; Flush inspection. Please schedule all inspections at least 48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled date is subject to a re-inspection fee. Call CFD Inspection Scheduling at (760) 602-4660. B. Pre-pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipe shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. Ferrous pipe and fittings shall be encased in polyethylene tubing (not wrapped) and tightly taped to inhibit water infiltration. Bolts and ferrous joints, pipe, and fittings shall be coated with asphaltic sealant or other corrosion retarding material. C. Hydro Testing: Thrust blocks shall be in place. Pipe shall be center-loaded with clean sand to prevent uplift. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the CFD inspector. D. Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to overhead piping. Flow shall be through a minimum of a four-inch hose or pipe, unless otherwise approved by the CFD inspector prior to scheduling the flush. Hose or pipe shall be restrained to prevent injury and damage. Discharged water shall be collected or diverted in accordance with applicable SWPPP/NPDES provisions. The local public works department, water district, and/or other applicable agency shall be notified of the scheduled flush by the contractor. The CFD flush and hydrostatic inspections may be scheduled concurrently. E. Upon flush inspection or prior to final sprinkler or site inspection, all detector check assemblies, control valves, and fire department connections (FDC) shall be clearly labeled with the address(es) served by the device. Address signs shall be securely attached to the device and be of a durable, fade-resistant material which is visible and legible from the fire lane. FDC and four-inch hydrant outlets shall be unobstructed and oriented toward the fire lane. Valves shall be locked in the open position with breakaway locks. All valves, backflow assemblies, and private hydrants shall be painted accordingly. Hydrant and FDC caps shall be in place. Installation, inspection, and testing shall conform to 2010 NFPA 13 and 2007 NFPA 24, and the appropriate documentation shall be provided to the CFD inspector at time of inspection. Fire hydrants shall be approved wet barrel style with a minimum of one 2 1/2" and one 4" outlet for residential and one 2 1/2" and two 4" outlets for all others. The 4" outlet shall face the fire department access road. All outlets shall be provided with National Standard Threads (NST). Fire hydrant supply piping shall be a minimum of six inches in diameter. The lowest operating nut shall be a minimum of 18" above grade and the hydrant flange shall be a minimum of 2" above grade. Fire hydrants shall be a minimum of 40 feet from all structures. A keyed gate valve shall be provided for each hydrant in an accessible location. Valves shall not be located in parking stalls. All pipe shall be approved for use in fire service systems (Class 150 minimum). Class 200 pipe shall be used where the pressure may exceed 150 PSI. All ferrous pipe and fittings (Ductile Iron or D.l.P.) including deflection couplings shall be protected with a loose 8-mil polyethylene encasement. The ends of the tube shall extend no less than 12-inches beyond the edge of the ductile iron fitting and any splices made for "V's or other piping components shalt be sealed with 2" tape, approved for underground use. All riser spools shall be cement-lined and mortar- coated (CLMC), no exceptions. A 12" bed of clean fill sand is required be provided below and above the pipe All bolts used for underground connections shall be stainless steel (316). . All bolted joints shall be cleaned and thoroughly coated with asphalt or other corrosion retarding material after assembly and prior to poly-tube installation. Full flange gaskets shall be used, rubber gaskets are not permitted. A minimum of 30" of cover, from finish grade to the top of the pipe, shall be provided. When surface loads are expected, a minimum of 36" cover shall be provided. Thrust blocks, or other approved method of thrust restraint, shall be provided wherever pipe changes direction. The trench shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be in place. A hydrostatic test (200 psi for two hours or 50 psi over maximum static pressure, whichever is greater) shall be witnessed by an CFD Inspector. The trench shall be back-filled to prevent movement of the pipe. The system shall be thoroughly flushed before connection is made to overhead piping. Flow shall be through a minimum of a 4" hose or pipe unless otherwise approved by the CFD inspector. An CFD Inspector shall witness the flush. NOTE: - The flushing operation shall be of sufficient time to ensure thorough cleaning, THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SHALL REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. All flushing shall be coordinated with the appropriate Water Authority and in accordance with the appropriate "Storm Water Protection" requirements of 'Regional Water Quality Control Board - San Diego Region's requirements for potable water discharges - Order No. R9-2010-0020. Private hydrants, sprinkler control valves, post indicating valves and FOC risers shall be painted OSHA red. All control valves shall be locked in the open position. Valves shall be monitored if they serve 20 or more sprinkler heads. If you have any questions regarding any information or our requirements, please contact this office at 760-602-4665. CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue -- Carlsbad CA 92008 760.602.4665 City of Carlsbad Fire Department Standard AS-06 ALL FERROUS AND METALLIC UNPEP6POUND PIPE AND FITTINSS SHALL BE PROTECTED KTH CONTINUOUS POLYETHELENE SLEEVES AND COATED PER Hf PA. REOUIREMENTS. EXTERIOR NALL &ROOVEP COUPLINS (FLEXIBLE - E TXP.) INTERIOR FINISHED FLOOR HEM =111=111EIII-11- 1-111 CONG FOOTINS 6ALVANIZED/6ROOVED STEEL PIPE VITH SUPPORT STAND AS REOUIRE MIN. 2 CLEAR AROUND PIPE &ROOVE FO ELL FLANSE/SROOVE ADAPTER CLMC DUCTILE IRON TO ABOVE GRADE O ELL VI THRUST BLOCK PER NF.P.A, 24 FIRE SERVICE PIPING SERVICE ENTRY NO SOALE CARLSBAD FIRE DEPARTMENT NOTES FOR UNDERGROUND PIPING FOR HYDRANTS & SPRINKLERS PLACE THE FOLLOWING NOTES, VERBATIM, ON THE PLAN: 1. Prior totinstallation, all required permits shall be obtained from the building and water department's having jurisdiction. 2. Required Inspections: PRE-POUR INSPECTION -_after applying corrosion protection, prior to pouring thrust blocks. UNDERGROUND HYDRO - for hydrostatic testing, (mm. 48-hours after pour) UNDERGROUND FLUSH - for flushing of main after hydro, may be done with hydro if requested. Schedule all inspections 48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled date will be subject to a re-inspection fee. Call CFD inspection scheduling at (760) 602-4660. 3. Installation, inspection, and testing shall conform to 2002 NFPA 13 and 2002 NFPA 24. 4. Fire hydrants shall be approved wet barrel style with a minimum of one 2 1/2" and one 4" outlet. The 4" outlet shall face the fire department access road. All outlets shall be provided with National Standard Threads (NST). 5. Fire hydrant supply piping shall be a minimum of six inches in diameter. The lowest operating nut shall be a minimum of 18" above grade and the hydrant flange shall be a minimum of 2" above grade. 6. Fire hydrants shall be a minimum of 40 feet from all structures. A keyed gate valve shall be provided for each hydrant in an accessible location. Valves shall not be located in parking stalls. 7. All pipe shall be approved for use in fire service systems (Class 150 minimum). Class 200 pipe shall be used where the pressure may exceed 150 PSI. Riser spools are to be 'Cement-Lined-Mortar-Coated' ductile iron pipe with welded flanges. 8. All ferrous pipe and fittings shall be protected with a loose 12-mil polyethylene tube. The ends of the tube and any splices made for "T"s or other piping components shall be sealed with 2" tape, approved for underground use. All bolted joints shall be cleaned and thoroughly coated with asphalt or other corrosion retardina material after assembly and prior to poly-tube installation. 9. A 12" bed of clean fill sand is required be provided below and above the pipe (total 24"). All bolts used for underground connections shall be stainless steel (316). Full flange gaskets shall be used, rubber gaskets are not permitted. A minimum of 30" of cover, from finish grade to the top of the pipe, shall be provided. When surface loads are expected, a minimum of 36" cover shall be provided. Thrust blocks, or other approved method of thrust restraint, shall be provided wherever pipe changes direction. The trench shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be in place. A hydrostatic test (200 psi for two hours or 50 psi over maximum static pressure, whichever is greater) shall be witnessed by an CFD Inspector. The trench shall be back-filled and compacted with a minimum of 30-inches of fill to prevent movement of the pipe. The system shall be thoroughly flushed before connection is made to overhead piping. Flow shall be through a minimum of a 4" hose or pipe unless otherwise approved by the CFD inspector. An CFD Inspector shall witness the flush. The following flush connections shall be made: <4 in underground main - two (2) 2.5" coupling & hose 4 in underground main - one (1) 4" coupling & hose 6 in underground main - one (1)4" coupling & hose 8 in underground main - one (1) 4" coupling & hose Larger than 8 in - Contact the Fire Prevention Bureau NOTE: - The flushing operation shall be of sufficient time to ensure thorough cleaning, THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SHALL REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. All flushing shall be coordinated with the appropriate Water Authority and in accordance with the appropriate "Storm Water Protection" requirements of 'Regional Water Quality Control Board - San Diego Region's requirements for potable water discharges - Order No. 119-2002-0020. Private hydrants, sprinkler control valves, detector check assemblies, post indicating valves and fire department connections shall be painted OSHA red. All control valves shall be locked in the open position. Valves shall be monitored if they serve 100 or more sprinkler heads. If you have any questions regarding any information or our requirements, please contact this office at 760-602-4665. As 1'&V1 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR CARETAKER UNIT REMOTE AREA: LIVING ROOM FILE NUMBER: 12-299-CTU.SDF DATE: 10. 8. 2013 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.3 gpm TOTAL WATER REQUIRED (including hose): 31.3 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE BOR) : 26.3 gpm @ 17.6 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: FRANCISCO IBARRA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 109.0 psi (98.1 90%) RESIDUAL: 106.0 psi (95.4 90%) FLOW: 1501.0 gpm WATER DEPARTMENT: CARLSBAD MUNICIPAL WD (9. 18. 2012) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/8/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\12-299-CTU.SDF JOB TITLE: CARLSBA KINGDOM HALL CARETAKER UNIT TWO HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CTU 98.1 95.4 1501.0 98.1 31.3 32.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) CTU 0.0 SOURCE 32.2 31.3 W 0.0 - - - - 31.7 - - - M 0.0 - - - - 29.7 - - - Dl 0.0 - - - - 25.6 - - - D2 1.0 HOSE STREAM 19.9 5.0 BOR 3.5 - - - - 17.6 - - - TOR 6.5 - - - - 15.9 - - - 1 9.5 - - - - 11.0 - - - 2 9.5 - - - - 7.7 - - - 2A 9.0 K= 4.90 7.5 13.4 3 9.5 - - - - 7.9 - - - 3A 9.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/8/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\12-299-CTU.SDF JOB TITLE: CARLSBA KINGDOM HALL CARETAKER UNIT TWO HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VBL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.3 1.959 PL 20.00 PF 0.5 CTU 0.0 SRCE 32.2 (N/A) 3.3 150 FTG TG PE 0.0 W 0.0 0.0 31.7 0.0 0.009 TL 52.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE W 0.0 0.0 31.7 0.0 2.0 psi, 31.4 gpm M 0.0 0.0 29.7 0.0 Pipe: 3 31.4 2.050 PL 440.00 PF 4.1 M 0.0 0.0 29.7 0.0 3.1 150 FTG 9E9L PE 0.0 Dl 0.0 0.0 25.6 0.0 0.008 TL 539.00 PV Pipe: 4 31.4 1.025 PL 10.00 PF 5.3 Dl 0.0 0.0 25.6 0.0 12.2 150 FTG 2ET PE -0.4 D2 1.0 H.S. 19.9 5.0 0.222 TL 24.00 PV Pipe: 5 26.4 1.101 PL 3.00 PF 1.1 D2 1.0 H.S. 19.9 5.0 8.9 150 FTG E PE -1.1 BOR 3.5 0.0 17.6 0.0 0.114 TL 10.00 PV Pipe: 6 26.4 1.101 PL 3.00 PF 0.5 BOR 3.5 0.0 17.6 0.0 8.9 150 FTG C PE -1.3 TOR 6.5 0.0 15.9 0.0 0.114 TL 4.00 PV Pipe: 7 26.4 1.101 PL 15.50 PF 3.6 TOR 6.5 0.0 15.9 0.0 8.9 150 FTG 2E2R PE -1.3 1 9.5 0.0 11.0 0.0 0.114 TL 31.50 PV Pipe: 8 8.7 0.874 PL 36.00 PF 3.3 1 9.5 0.0 11.0 0.0 4.7 120 FTG 2ET6R PE 0.0 2 9.5 0.0 7.7 0.0 0.068 TL 48.57 PV Pipe: 9 13.4 0.874 PL 0.50 PF 0.4 2 9.5 0.0 7.7 0.0 7.2 150 FTG TR PE 0.2 2A 9.0 4.9 7.5 13.4 0.100 TL 4.50 PV Pipe: 10 -4.6 0.874 PL 11.00 PF 0.2 2 9.5 0.0 7.7 0.0 2.5 150 FTG R PE 0.0 3 9.5 0.0 7.9 0.0 0.014 TL 12.00 PV Pipe: 11 13.0 0.874 PL 2.00 PP 1.0 3 9.5 0.0 7.9 0.0 7.0 150 FTG ETR PE 0.2. 3A 9.0 4.9 7.0 13.0 0.094 TL 11.00 PV Pipe: 12 -17.6 0.874 PL 18.00 PF 3.2 3 9.5 0.0 7.9 0.0 9.4 150 FTG R PE 0.0 1 9.5 0.0 11.0 0.0 0.166 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/8/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\12-299-CTU.SDF JOB TITLE: CARLSBA KINGDOM HALL CARETAKER UNIT TWO HEAD CALC NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.014 gpm and a maximum imbalance at any node of 0.155 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.2 ft/sec at pipe 4. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node CTU under full flow conditions is 98.09 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/8/2013 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\12-299-CTU.SDF JOB TITLE: CARLSBA KINGDOM HALL CARETAKER UNIT TWO HEAD CALC PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 1.959 7.00 15.00 3.00 4.50 0.50 17.00 0.00 0.00 0 0 0 IN SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/8/2013 C:\PROGRAM FILES\HRS SYSTEMS\HA5583\12-299-CTU.SDF JOB TITLE: CARLSBA KINGDOM HALL CARETAKER UNIT TWO HEAD CALC )a) E a wo ojo 0) jI) cv>,- U) • 0 U)H o- aca ocr) U)(r)Q ) 00) a a 0)-H -HQ) E -. HU) U)Oü) oa oa- (0 )4 0Cr UI HG -HQO)i 0('((I)Cl) Q9 °• UI > G FC4 0) Cr) 4 UI -C I I C— C') o 0 0 0 0 0 0 H C 0 0 0 0 0 0 I C') C Co ¼c) C') H H C-9 WUI UUIWc/)UI -0Cfl-H---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/8/2013 C:\PROGRAM FILES\HRS SYSTENS\HASS83\12-299-CTU.SDF JOB TITLE: CARLSBA KINGDOM HALL CARETAKER UNIT TWO HEAD CALC WATER SUPPLY CURVE 108+ 990\\\\\\\\\\\\\\\\\\ I \\\\\\\\\\\\\\\\\\\ * <-95.4 psi @ 1501 gpm I Flow Test Point 90+ 81+ P 72+ R E I S S 63+ U I R E I 54+ P I S I I 45+ 36+ x 27+ 18+ LEGEND TV 'I I X = Required Water Supply IT 32.20 psi 8 31.3 gpm 9+ 0 = Available Water Supply 98.10 psi 8 31.3 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)