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Home My WebLink About6989 CRYSTALLINE DR; ; AS030034; Permit4bty of PERMIT REPORT Carlsbad Print Date: 10/21/2021 . Permit No: A5030034 Job Address: 6989 CRYSTALLINE DR, CARLSBAD, CA 92011-3967 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2146200100 Track U: Applied: 02/12/2003 Valuation: $0.00 Lot U: Issued: 03/05/2003 Occupancy Group: Project U: Finaled Close Out: 09/23/2021 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: Description: SPRINK - RES CHESAPEAKE BAY FEE AMOUNT Total Fees: Total Payments To Date: Balance Due: Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov TTT-:T: O2L122003 JobAddress: Peniit Type: Par No: Fire Dept Ref#: Loc2n: 020032 Building Permit#: PCO22032 CHESAPEAKE BAY TRACT OFSPRINKLERED HOMES SPRINK VI City of Carlsbad' Fire Department Permit Subtype: RES Lot #: 0 Status: -4:11~1+4GJIU_If~f Applied: 02I1 2/2003 Issued: Entered By: 'S% Permit--No: AS030034 Projet Title: CHESAPEAKE BAY Description: Cont-actor: INNOVATIVE FIRE PROTECTION 405 VERNON WAY ELCAJON 9202U za Phone: (619) 5938200 Fax Total Fees: $760.00 Total PaymentsTo Date: $0.00 4 $160.00 $0.00 0 $0.00 $600.CO $0.00 o $0.00 $0.00 10 - ,p /2 4 Q%L L±IJ I '.LSBAO FIRE PROTECTION BUREAU 1635 FARADAY AVENUE, CARLSBAD, CA 92008-7314 (760) 602-4660 of Systems Plan Check Fee Additional Plan Ch-?ck Fee Heads 'Permit Fee Additional Permit Fee Re-Inspection Fee Other Additional Fees TOTAL PERMIT FEES V - Aso3cos+ tqcci /Fire & Building V IProducts Customer Service/Sales: Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Tel: (414) 570-5000 /(800) 558-5236 Fax: (414) 570-5010/(800) 877-1295 Series TYFRB - 28,42,56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20(1/2 inch NPT) or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability ot these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the Page 1 of 8 chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet 1FP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Model/Sprinkler Identification Numbers TY1131 - Upright 2.8K, 1/2'NPT TY1231 - Pendent 2.8K, 1/2NPT TY2131 - Upright 4.21K, 1/2"NPT TY2231 - Pendent 4.2K, 1/2'NPT 1Y3131 - Upright 5.61K, 1/2UNPT TV3231 - Pendent 5.6K, 1/2'NPT TY41 31 - Upright 8.011K, 3/4"NPT TY4231 - Pendent 8.01K, 3/4°NPT Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete approval information including corrosion resis- tant status.) APRIL, 2003 Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/p51112 (40,3 LPM/bar112) K = 4.2 GPM/psi"2 (60,5 LPM/bar'12) K = 5.6 GPM/p5i112 (80,6 LPM/bar112) K = 8.0 GPM/psi112 (115,2 LPM/bar'12) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............Bronze Button ........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ..............Glass Compression Screw .....Bronze Deflector .......Copper/Bronze Bushing (K=2.8) .......Bronze TFP17I 2 of 8 TFPI7I ESCUTCHEON 7/16'(11,1 mm) STYLE 10 or 20 PLATE SEATING 112 ** NOMINAL RECESSED SSU* SURFACE MAKE-IN ESCUTCHEON NPT i DEFLECTOR 2 (57 SSP DEFLECTOR * PENDENT ii, III ills 'L I RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TVII3I) AND PENDENT (TV1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16(11,1 mm) STYLE 10 or 20 PLATE SEATING ** NOMINAL RECESSED SURFACE 1/2 MAKE-IN ESCUTCHEON SSU NPT DEFLECTOR NOMINAL i:j 7/1& (11,1mm) 2-3/16W (55,6 mm) E-IN 1-1/2 ii 2-3/16 WRENCH (55,6 mm) r'çiV L_ - . FLATS MAKE-IN SSP DEFLECTOR * 2-7/8 (73,0 mm) DIA. --I 1/2W NPT ** I 6* 5 4 2 3 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT - ESCUTCHEON PLATE SEATING SURFACE -2-3t16" 6mm) (55.6 mm) (38, l• a Page 3 of 8 1/2 ** NPT SSP DEFLECTOR* PENDENT 7/16'(11,1 mm) STYLE 10or20 NOMINAL RECESSED MAKE-IN ESCUTCHEON DEFLECTOR OIl t 11,1 mm) I NOMINAL I 7I16 MAKE-IN 2-3/16 FLATS WRENCH ____ (55,6 mm) 27/8 (730mm)DIA. --1 1/2 NPT ** RECESSED PENDENT UPRIGHT CROSS SECTION 6* 5 4 2 3 1 - Frame 3 - Sealing 4 - Bulb. 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (Y3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2' (12,7 mm) PLATE SEATING ** NOMINAL SURFACE NPT MAKE-IN 2-5/16' (58,7 mm) f 1 1 II II Ill (39,7 mm) w . L_ SSP DEFLECTOR 2* PENDENT REC STYLE 30 or 40 RECESSED ssu ESCUTCHEON DEFLECTOR 6* 1/2' (12,7 mm) NOMINAL MAKE-IN 2-1 (572mm) VS -718 (73,0 mm) DIA. 3/4' NPT ** ESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 -Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4 131) AND PENDENT (TV4231) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the ass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. Page 4 of 8 TFPI7I SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITE IPOLYESTER 2.8 PENDENT (TY1231) and UPRIGHT (TY1131) 135°F/570C Orange 1,2,3,5 155°F/68°C Red 175°F179°C Yellow 200°F193°C Green 286°F/141°C Blue 1/2" NPT 135°F1570C Orange 1, 2, 5 RECESSED PENDENT (TY2231)' Figure 5 155°F168'C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY2231)" Figure 6 135017/570C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F193°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY3131) 135°F/57°C Orange 1,2 155°F/68°C Red 1750F1790C Yellow 200°F/93°C Green 286°F/141 °C Blue RECESSED PENDENT (TY2231)' Figure 7 135F/57°C Orange 155°F/68°C Red 175°F/79"C Yellow 200°F/93°C Green 135°F/57°C Orange RECESSED PENDENT (TY2231)" Figure 8 1550F/68°C Red 175°F179°C Yellow 200°F1931C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- kiers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- ers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Re- cessed Escutcheon, as applicable. "Installed with Style 20 (1/2' NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Re- cessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to all colors (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Installation The Series TY-FRB Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135F/57°C to 3132 inch (2,4 mm) for the 286°F/141°C temperature ratings. A leak tight 1/2 inch NPTsprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi- mum 0121 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft. lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the ' '$IFPI71 Page 5 of 8 SPRINKLER FINISH (See Note 7) ' K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED POLYESTER I WHITE-LEAD COATED 5.6 PENDENT (TY3231) and UPRIGHT (TY3131) 135°F/57°C Orange 1,2,3,4,5,6 1,2,3,5 155°F/68°C Red 175°FI79C Yellow' 2007F193°C Green 286°F/1410C Blue 1/2" NPT RECESSED PENDENT (TY3231) Figure 9 135°F/57C Orange 1,2,4,5 N/A 155°F168°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY3231)** Figure 10 135°F/57°C Orange I 1,2,3,4,5 I I I I 1,2,4,5 Green N/A 155°F/68°C Red 175°F179°C Yellow 200°F193°C 8.0 PENDENT (TY4231) and UPRIGHT (TY4131) 135°F/57°C Orange 1, 2. 3, 4, 5, 6 1,2,5 155°F/68°C Red 175°Ff79°C Yellow 200°F/93°C Green 286°F/141°C Blue 3,4. NPT RECESSED PENDENT (TY4231)" Figure 11 135°F/57°C Green 1, 2,4, 5 N/A 155°F/680C Orange 175°F/79C Red 200°F/93°C Yellow RECESSED PENDENT (TY4231)" Figure 12 135°F/57°C Orange 1, 2, 3,4, 5 N/A 155°F/68°C Red 1750F/790C Yellow 200°F/93°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB) as Quick Response Sprinklers; however, the LPC does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to all colors (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to Me sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 1/2*1/8' (12,7±3,2 mm) 5/8±1/4 (15.9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE I \ - MOUNTING SURFACE FACE OF SPRINKLER FITTING CLOSURE SERIES TY-FRB CLOSURE SERIES TY-FRB 2-7/8 01k I (73,0 mm) I 1/2'(12,7mm) 2-1/4' DIA. 1/4'(6,4mm) (57.2 mm) MOUNTINC V LJ,IC I (32mm) I $ 1-5/16' (33,3 mm) 1-1/16 (27,0 mm) 2-7/801A. (73.0 mm) I -3/4'(19,1 mm) 2-1/4'DIA. I 1/4'(6,4mm) I I I (57,2 mm) MOUNTING I -PLATE I 1/8' I (3,2 mm) $ I 1-5/16' (33,3 mm) 13/16' (20,6 mm) I \ - MOUNTING SURFACE CLOSURE SERIES 1/2tl/8 (12.7*3.2 mm) FACE OF SPRINKLER FITTING 2-718' OIA. - (73.0 mm) 1/2'(12,7 mm) 2-1/4' DIA. 1/4 (6,4 mm) I (57.2 mm) j ri MOUNTING I Of AtC I I , 1/8' (3,2 mm) I 1-1/4'(31,8 mm) V (25,4 mm) 2-7/8' 01k I (73,0 mm) I 3/4 (19,1 mm) I 2-11 4' OIA. I 1/4' (6,4 mm) I I (57.2 mm) MOUNTING ;— rLnl C I 1/8 I (3.2 mm) 1-1/4 (31,8 mm)t 314"(19.1 mm) 5/8*114' (15,9*6,4mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES _ Pàge 6 of 8 TFPI7I FIGURE 5 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT :Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that lcontrols, permission to shutdown the affected fire protection system must be obtained from the proper authorities d all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of In- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- -- TFPi.71 2-7/8' DIA. - 5.18±1/4' (73,0 mm) 3/4' (19,1 mm) * - (15,9±6,4 mm) 2-1/4' DIA. 1/4' (6,4 mm) FACE OF 57,2 mm) MOUNTING SPRINKLER FITTING ___ _____ MOUNTING SURFACE/// CLOSURE SERIES 1-1/4'(31,8 mm) TY-FRB 3/4' (19.1 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT - 2-7/8' DIA. - 5/8±1/4' (73,0 mm) 3/4' (19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4' (6,4 mm) I FACE OF (57.2 mm) MOUNTING SPRINKLER PLATE FITTING / _____ MOUNTING SURFACE CLOSURE SERIES 1-5/16'(33,3 mm)] TY-FRB 13/16' (20.6 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT Page 7 of 8 - 2-7/8' DIA. - (73,0 mm) I 1/2±1/8' I 1/2' (12,7 mm) r (12,7±3.2 mm) 2-1/4' DIA. I 1/4"(6,4 mm) I FACE OF MM I MOUNTING I SPRINKLER I PLATE I FITTING / qR 1/8' 3.2jm) MOUNTIN SURFAC SERIES 1-1/4'(31,8 mm) CLOSURE TYFRB 1' (25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT - 2-7/8' DIA. - (73.0 mm) 1/2' (12,7 mm) E (12,7±3,2mm) - 2-1/4' DIA. 1/4' (6,4 mm) I IFACE OF I SPRINKLER PLATE I FITTING t7. (57,2 mm) MOUNTING 1/8' SURFACEG (3.2 mm) MOUNTING t \ CLOSURE SERIES 1-5/16' (33,3 mm) TV-FRB 1-1/16' (27,0 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. WRENCH RECESS (END A' USED FOR 1/2' NPT MODELS) WRENCH RECESS (END 'B' USED FOR 3/4' NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH Page 8 of 8 TFPI7I P/N 57- XXX MODEL/SIN 330 2.8K UPRIGHT (1/2'NPT) TY1I3I 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2'NPT) TY2131 341 4.2K PENDENT (1I2NPT) TY2231 370 5.6K UPRIGHT (1/2'NPT) TY3131 371 5.6K PENDENT (1/2'NPT) TY3231 390 8.0K UPRIGHT (3/4'NPT) TY4131 391 8.0K PENDENT (314'NPT) TY4231 I I t 135 SPRINKLER 155 175 200 286 RATING I NATURAL BRASS 155F/68°C 4 WHITE POLYESTER 175°F/79°C 9 CHROME PLATED 200FI93C 7 LEAD COATED 1 286°F1141°C - TABLE PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any. other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete Information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (specify) Recessed Es- cutcheon with (specify finish), P/N (specify). 1/2' (15 mm) Style 10 Chrome Plated .........P/N 56-701-9-010 1/2' (15 mm) Style 10 White Color Coated ................P/N 56-701-4-010 1/2' (15 mm) Style 10 Brass Plated ...........P/N 56-701-2-010 1/2 (15 mm) Style 20 Chrome Plated .........P/N 56-705-9-010 1/2 (15 mm) Style 20 White Color Coated ................P/N 56-705-4-010 1/2' (15 mm) Style 20 Brass Plated ...........P/N 56-705-2-010 3/4' (20 mm) Style 30 Chrome Plated .........P/N 56-705-9-011 3/4' (20 mm) Style 30 White Color Coated ................P/N 56-705-4-011 3/4' (20 mm) Style 30 Brass Plated ...........P/N 56-705-2-011 3/4' (20 mm) Style 40 Chrome Plated .........P/N 56-700-9-010 3/4 (20 mm) Style 40 White Color Coated ................P/N 56-700-4-010 3/4' (20 mm) Style 40 Brass Plated ...........PIN 56-700-2-010 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 01 SPINKLER SYSTEM HYDPJLXC ANALYSIS Page 6 DATE: 9/29/2004 t C:\HASS4\PLAN THREE CHESAPEAKE.SDF JOB TI.TLE: PLAN F R WATER SUPPLY CURVE \\\\\\\\ I <-103.0 psi @ 500 gpm I . Flow Test Point 99+ 90+ 81+ .P 72+ . R x . E I S I . S 6.34 U . . . E . 54+ Fl 1 45 I . 36+ .27+ . 1..: 18+ LEG2 : p . I X Requited Wa :r Supply I 70.62 psi @ .1 gpm 9+ . . . ...; I. 0 Available Supply " 107.92 psi . @2.1 gpm I. o ----------------- +ji---------------+--------+ ---------+ -----------+ 200 300 -400 • 600 700 800 900 . 1000 FLOW (GPM) A&~'3coM- 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 02 SP1INKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2004 C:\HASS14\PLAN THREE CHESAPEAKE.SDF JOB TITLE: PLAN F)R Co on -4 o)r)O.E :1 o C6 ' ej tl) 0 CD z •• 4 'O) m ,Q Ø] a C'44 cli 0>, I. • • . ' SI • .00)0 • ZVA 0 co U, W H: •u)Q S 0 --0 •° 1 co S .i • 1: ti rl, tO 0 0 0 i • -O • ml I • 0 Q4U-.-l-- 00 H 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 03 SERINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2004 c:\HASs74\PLAN THREE CflESAPEAKE.SDF JOB TITLE: PLAN E1O1R PIPE TAG . Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. T DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) PSI) (GPM) FL/FT (PSI) Pipe; :12 15.9 0.874 P1, 9.60 PF 2,0 9 19.6 0.0 :12.4 0.0 8.5 150 FTG 4L PE -2.3 9A 25.0 5.6 8.1 15.9 0.137 TL 14.57 Pipe: 13 -23.3 1.109 PL 68.00 ?F 7.3 9 19,6 0.0 12.4 0.0 7.7 150 FTG 2T6R PE 0.0 6 19.6 0.0 :19.7 0.0 0.087 TL 84.00 PV NOTES: (1) Calculations were ezformed by the HASS 7.6 coniputer program under license no. :16080621 granted by : HR Systems, Inc. 47 2 LaVigta Road : Pu ker, GA 30084 (2.) The system has be.--h -calculated to provide an average imbalance ateach 'flode of 0.014 gpm and a maximum .imbalance at any 'de of 0.182 gpm. Total pressure at tity ach node is used in balancing the system. Maximum water veX is 20.3 ft/sec at pipe 1. PIPE FITTINGS TAB Pipe Table Name: FSS.P PAGE: * MATERIAL: S46 HWC: 120 Diameter Equi. *ient Fitting Lengths in Feet (in) E T L C B C A D N Eli . Te iELnEl1 ChkVlv BfyVIv GatVlv AlinChk DPVlv NPTee 0.874 0.82 2. .0.82 2.06 2.47 0.41 4.11 4.11 2.06 PAGE: A MATERIAL: S f40 HWC: 120 Diameter Equi lent Fitting Lengths in Feet (in) E T j L C B G A D £11 1.380 • 3.00 6. 0 2.00 7.00 6.00 1.00 1.00 11.00 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 04 • . S INKLER SYSTEM HYDRAULIC ANALYSIS . Page 2 DATE: 9/29/200.4 C;\HASS74\PLAN THREE C}fESAPEAKE.SDF JOBTITLE: PLAN FpJR PIPE DATA PIPE TAG . Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. .:Ii: PT' DISC. VEL(FPS) HW(C) ('T) SUM. NODES (F'?) (K) :.PST) (GPM) FL/Fr (PSI) Pipe: 1 52. 1.025 Pt 20.00 PF 17.0 1 00 SRCE ;:70.,B (N/A) 20.3 150 FTC . TG PE 0.0 2 . 0.0 . 0.0 ,53.8 0.0 0.567 TL 30.00 EV Pipe: 2 :. FIXED PRESSURE LOSS DEVICE 2 . 040 0.0 53.8 0.0 6,5 psi, 52.0 gpm 2A 0.0 0.0 47.3 0.0 Pipe: 3 • 52.1 2.050 FL 75.00 PF 1.9 2A 0.0 0.0 473 0.0 5.1 150 FTC . 3E -PE . 0.0 3A 0.0 H.S. 45.4 5.0 0.019 TL 99.00 PV 4 47.1 1.265 Pt 10.00 PF 4.0 3A 0.0 H.S. !,45.4 5.0 12.0 150 FTG ET PE -0.3 3 .0.6 0.0 B41.1 0.0 0.169 TL 24.00 PV • Pipe: 5 : 47.1 1.380 PL 3.00 PF 1.7 3 0.6 . 0.0 41.1 0.0 10. 1. 120 FTC C PE -1.3 4 . 3.6 . 0.0 .i:38,1 0.0 0.167 TL 10.00 PV Pipe: 6 . . 47.1 1.400 FL 27.00 PF 4.4 4 . 3.6 0.0 ,3.8.1 0.0 9.8 150 FTG E?2R PE -2.6 S 9.6 0.0 31.1. 0.0 . 0.103 TI. 43.00 PV Pipe: 7 . . 47.1 1.109 PL 12.00 PF 7.0 5 . 9.6 0.0 31.1 0.0 15.6 150 FTC ET PE -4.3 6 19.6 . 0.0 I..19.7 0.0 0.320 TL 22.00 PV Pipe: B . 23.8 1,109 FL 52.00 PF. 7.0 • 19.6 0.0 19.7 0.0 7.9 150 FTC 3E2T PE. 0.0 1946 0.0 j12.8 0.0 0.090 TL 77.00 PV Pipe: .9 • .: • 15.0 0.874 Pt 21.60 PF 3.3 7 • 19.6 0.0 .12.8 0.0 8.0 150 FTC 4L PE -2.3 7A . 25.0 5.6 7.2 . 1.5,0 0.123 TL 26.57 ?V Pipe: 10 8.8 1.109 Pt 23.00 PF 0.5 7 19..6 0.0 .12.8 0.0 2.9 150 FTC ETR P 0.0 9 1.9.6 0.0 12.3 0.0 0.014 TL 34.00 PV • Pipe: 10A . 16.2 0.874 PL 6.60 PP 1.6 8 19.6 0.0 ;12.3 . 0.0 8.6 150 FTC 4L FE -2.3 BA •. 25.0 5.6 8,3 16.2 0.141 TI. 11.57 PV • • Pipe: 11 . -7.4 1.109 FL 6.60 PF 0.1 S • 19.6 0.0 12.3 0.0 2.5 150 FTG T FE 0.0 9. . 19,6 0.0 H12.4 0.0 0.010 TL 11.60 PV NODE ANALYSIS DATA i NODE TAG ELEVATION .. NODE TYPE (FT) 00 . SOURCE 2 .• 0.0 2A 0.0 0.0 •..HO$E STREAM 3 . 0.6 -- - - . 36 - - - - 5 9.6 .6 19.6 - - - - 7 . . 19.6 . • - - - - 7A 25.0 : K= 5.60 8 . 19.6 -.- - - 8A 25.0 1= 5.60 . . 9 19.6 - - - - 9A K= 5.60 PRESSURE DISCHARGE (PSI) (GPM) 708 52.1 53.8 - = - 47.3 - - - 45.4 5.0 41.1 - - 38.1 - - - 31.1 - - - 19.7 - - - 12.8 - - - 7.2 15.0 12.3 - - - 8.3 16.2 12.4 - - - 8.1 15.9 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 05 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2004 ;. C;\HASS74\PLAN THREE CHESAPEAKE.SDF JOB TITLE: PLAN dbR WATER SUPPLY DATA SOURCE STATIC RlEIO. FLOW NODE PRESS ts. @ TAG (PSI) ) (GPM) 1 108.0 1..0 500.0 AGGREGATE FLOW ANALysI TOTAL. FLOW. AT SOURCE :h TOTAL HOSE STREAM .ALLO -NCE AT SOURCE OTHER HOSE STREAM ALLO 4fCES TOTAL bIScHARGE FROM A'IVE SPRINKLERS AVAIL. TOTAL REO'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 107,9 52.1 70.8 52.1 GPM 0.0 GPM 5.0 GPM 47.1 GPM 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE SPPtNKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE; 9/2/2004 c;\Hj5S74\pLAN THREE CIJE8AEAKE,SDF JOB TITLE: PLAN THREE WATE.f SUPPLY CURVE <103.0 psi @ 500 gpm I Flow Test Point 99+ 90+ 81+ P 72+ R'• I E I S.63+ U j R E I 54+ ( I. P •I I 45+ 36+ 27+ ============•= 18+ • LEGEb 'I X - Required Wa ,;r.Supply I 74.51 psi e •.8.gpm 'p 'I I 0 Available 9iter Supply " • 107.92 psi Q.3.8Pm I-------------------------------------------------- 200 300 400 5:0 600 700 800 900 1.000 'LOW (GPM) 92 0 0 0 Q co 0 0 0 0 0 0 . '-I QL!r 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 07 SP:NKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2004 C:\j1ASS74\PLAN THREE CJIESAPEAKE.SDF JOB TITLE: PLAN THREE 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 08 SP±NKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2004 ft: C:\HASS74\PI1AN THREE CHESAPEAKE.SDF JOE TITLE: PLAN THREE PAGE: H MATERIAL: CC HWC; 150 Diameter Equi'1eñt Fitting Lengths in Feet (in) E TI R K C L B L El]. TeTEERUN COUPLG ELI5 1.109 5.00 5. Id 1.00 0.00 1.00 1.00 3.00 1.00 1.400 6100 6.0 2.00 0.00 2.00 2.00 3.00 2.00 PAGE I MATERIAL: C41R-L: HC: 150 Diameter . Equii1ent Fitting Lengths in Feet (in) E T L C B C A D El Te 1.0.25 3.00 8., 2.00 2.00 2.00 2.00 0.00 0.00 1.265 • 5.00 • 9. 2,00 11.00 2.00 2.00 0.00 0.00 PAGE; J MATERIAL; S .4.vc HWC: 150 Diameter • • • Equi :1eflt Fitting Lengths in Feet (in) E •1. ç a G A D Eli Teè • • 2.050 8.00 15.dJY 3.00 17.00 900 2.00 0.00 0.00 86/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE SE:NKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2004 0 C:\HASS74\PLAN THREE. CHESAPEAKE.SDF JOB TITLE: PLAN THREE PIPETAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. !Pt DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) H(PSI) (GPM) FL/FT (PSI) Pipe: 12 ! 15.0 0.874 FL 20.00 PF 3.1. 9. 19.6 0.0 h 12.6 0.0 8.0 150 FTG 41. FE -2.3 iDA. . 25.0 5.61.1; 7.2 15.0 0.123 TL 24.97 PV Ripe: 13 -20.6 1.109 FL 72.00 PF 6.6 8. 191 6 0.0 i14.7 0.0 6.8 150 FTG 3T8R FE 0.0 6 19.6 0.0 21.3 0.0 0.069 TL 95.00 PV NOTES; . (1) Calculations were erfoxined by the HASS 7.6 computer program under license to. 3[608o621 granted by HR Systems, Inc. 47 LaVista Road TuLiker, GA 30084 2) The system has be calculated to provide an average imbalance at eachiu1ode of 0.011 gpm and a maximum imbalance at any iöde of 0.145 gprn. () Total pressure .at:éach node is used in balancing the system. Maximum water vel it is 20.9 ft/sec at pipe 1. (4) FITTINGS TABU Pipe Table Name: FSS.P PAGE: * MATERIAL: S HWC: 120 Diameter Equi&1ent Fitting Lengths in Feet (in) E Tt L C J3 G A D N Eli Te:iLngEll CbIcV1v BfyViv GatVlv AlznChk DPViv NPTee 0.874 0.82 2.6 0.82 2.06 2.47 0.4]. 4.11 4.11 2.06 PAGE: A MATERIAL: StH40 .J4WC: 120 . Diameter . Equi'ralent Fitting Lengths in Feet (in) . E .T •L C B G A D Eli Te 1.380 3.00 6. 2.00 7.00 6.00 1.00 1.00 1.00 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2004 H C:\}jAS$74\PLAN THREE CHESAPEAKE.SDF JOB TITLE: PLAN THREE PIPE. DATA PIPE TAG . Q(GPM) DIA(TN) LENGTH PRESS. END ELEV. NOZ. PT. DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) ..:(PSI) (GPM) FL/FT (PSI) Pipe: 1 H . 53.8 1.025 FL 20.00 PP 18.1 1 . . 0.0 SRCE 74.5 (N/A) 20.9 150 FTC TG PE 0.0 2 0.0 0.0 .1.!56.5 0.0 0.602 TL 30.00 PV Pipe: 2 . FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 . ;.56.5 0.0 6.5 psi, 53.8 gpm 2A . 0.0 0.0 50.0 . 0.0 Pipe: 3 . . . . 53.8 2.050 FL 75.00 PF 20 2A 0.0 .0.0 50.0 0.0 5.2 150 FTG 3E FE 0.0 3A . 010 H.S. ft47.9 5.0 0.021 TL 99.00 PV Pipe; 4 . 48.8 1.265 PL 10.00 PP 4.3 3A. 0.0 H.S. .47..9 . 5.0 12.5 150 FTG ET FE -0.3 0.6 0.0 43.3 0.0 0,180 TL 24.00 PV Pipe: 5 .. :, 48.8 1.380 FL 3,00 PP 1.8 3 0.6 0.0 H43.3 0.0 10.5 120 FTG C FE. -1.3 4 3.6 0.0 HM40.3 0.0 0.178 TL 10.00 PV Pipe; .6 . . 48.8 1.400 FL 22,00 PP 4.2 4 3.6 0.0 40..3 0.0 10.2 150 FTC 2E2R FE -2.6 5 9.6. 0.0 t33,5 0.0 0.110 TL 38.00 PV Pipe: 7 . . 48.8 1.109 PL 13.00 PF 7.9 5. . . •. 9.6 0.0 I:33.5 0.0 16.2 150 FTC ET PE -4.3 .19.6 .0.0 121.3 0.0 0.342 TL 23.00 . PV Pipe; 8 . 28.2 1.109 FL 36.60 PP 6.0 6 19.6 . 0.0 I:213 0.0 9.4 150 FTC 2T2R FE 0.0 7 . 19:6 . 0.0 I15.3 0.0 0.124 Pt 48.60 PV Pipe: 9 17.6 0.874 PL 14.60 PF 3.0. 19.6 0.0 15.3 0.0 9.4 150 FTG 3L PE -2.3 7A 25.0: 5.6 9.9. 17.6 0.165 TL 18.33 PV Pipe: 10 10.6 1.109 FL 22.00 PP 0.6 7 . . 19.6 0.0 15.3 0.0 3.5 150 FTG T2R FE 0.0. 8 19.6 0.0 0.0 0.020 TL 29.00 PV Pipe: 10A ;!. 3.2 1.109 PL 4.00 pp 2.1 8 . 19.6 0.0 14.. 7' 0.0 10.4 150 FTC 2T FE o.o.. 19.6 0.0 1!12.6 0.0 0.149 TL 14.00 PV Pipe; 11 • . . • 16.2 0.874 FL 9.60 PP 1.9 19..6 0.0 .12.6 0.0 8.7 150 FTC 3L P -2.3 25.0 5.6 8.4 16.2 0,142 TL 13.33 PV 10 06/24/1996 14:23 6195939133 , INNOVATIVE FIRE PAGE SPk1:NKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE:. 9/29/2004 C:\HASS74\L'LAN THREE CHESAPEAKE.SDF JOB TITLE: PLAN THREE WATER SUPPLY DATA SOURCE STATIC RID. 'LOW AVAIL. TOTAL PEQ'D NODE PRESS. P ss. @ PRESS @ DEMAND PRESS,. 'TAG . (PSI) (PT) (GPM) (PSI) (GPM) (PSI) 1 , , 108.0 1.O 500.0 107.9 53.8 74.5 AGGREGATE -FLOW ANALysI: TOTAL. FI..ow AT SOURCE . 53.8 GPM TOTAL, HOSE STREAM ALLOANCE AT SOURCE 0.0 GPM OTHER NOSE STREAM ALLONCES 5.0 GPM TOTAL DISCHARGE FRO! AIVE SPRINKLERS 48.9 GPM NODE ANALYSIS DATA. 'NODE. TAG ELEVATION 1. NODE TYPE PRESSURE DISCHARGE 'I . . (FT) (PSI) (GPM) 1 . ' 0.0 . SOURCE 74.5 53.8 '2.' . 0.0 - - .- - 56.5 - - - ',. 2A 0.0 - - - - 50.0 - - 3A ' ' ' 0.0 HOSE STREAM 47.9 5.0 3 . . 0.6 • - - - 43.3 .4 . 3.6 - - - - 40.3 . - - - 5 .. 9.6 ' - - - - 33.5 - - - 6'. ' ' , 19.6 - - - 21.3 - - - 7' . . . 19.6 - - - 15.3 - - - '7A 25.0 !' K= 5,60 9.9 17.6 .8 19.6 :: - - - - 14.7 .19.6 . - - 12.6 9A 25.0 K= 5,60 8.4 16.2 bA , 25.0 K= 5.60 7.2 15.0 11 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 12 • SRINKLEI SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/29/2004 C;\HASS74\PLAN TWO CHESAPEAKE.'SDF JOB TITLE: PLAN TWO WATER SUPPLY CURVE •j 1 <-103,0 psi @ 500 gpm I Flow Test Point 0• 99+ • • I 90+ 81+ I.ij P 72+ 0 R H F: x. S. I S 3+ U 1 :, E. • 54* P (I I S I 'I 'I 45+ I • 36+ 27t • I ;• 5 I S 18+ ' LEGEhl I . X Required = Wa z Supply • • , : 68.07 psi @ J.2 gpm • . 9± 5 5 5 iji I, • ' I 0 Available W4iter supply •' I 0 107,. 92 psi @Hi3.'_7 gpm • • I, +--------+--------.,. ---------+ -----------+ . •. • 200 300' 400 50 • . 600 700 coo 900 • 1000 • • .5 . 0 •• FLOW (GPM) 0 5 06/24/1996 14:23 DATE: 912 9/2004 JOB 6195939133 INNOVATIVE FIRE PAGE 13 SPRI.NKLER SYSTEM HYDRAULIC ANALYSIS Page. 5 C:\HASS74\PLAN TWO CHESAPEAKE.SDF En I 0 •.:0 o 0 0 OD 1.0 ('J r-4 LE!Yba a4m wowxr -i-- o 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 14 SPPNIcLER SYSTEM HYDRAULIC ANALYSI$ Page 4 DATE: 9/29/2004 '• C:\HASS74\PLAN TWO CHESAPEAKE.SDF JOB TITLE; PLAN TWO 0 PAGE: I MATERIAL: Ck-L }IWC: 150 . . . Dieté . Equifs à1ent Fitting Lengths in Feet (in) E T C B G A Eli Tee! .1 .0025 3.00 8.0JO 2.00 2.00 2.00 2.00 0.00 0.00 1.265 5.00 9.d9 2.00 13.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S4 PVC HWC 150 • 0 Diameter • Equilent Fitting Lengths in Feet •0 (in) E T L C B C A • D Eli Te 2.050. 8.00 15.010 3.00 17.00 9.00 2,00 0.00 0.00 15 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE S?INKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2004 C:\HASS74\PLAN TWO CHESAPEAKE.SD' JOB TITLE: PLAN TWOI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ND ELEV. NOZ. II: PT DISC. VEL('PS) HV7(C) (FT) SUM. NODES (FT) (K) ft(Psi) •(GPM) FL/FT (PSI) Pipe: 13 16.8 0.874 PL 6.00 PF 1.7 9 19.6 0.0 13.0 0.0 910 150 FTG 4L PE -2.3 9A 25.0 5.6 9.0 16.8 0.151 TL 10.97 PV Pipe: 14 . -35.6 1,109 FL 11.60 PF, 3.4 9 19.6 0.0 13.0 0.0 11.8 150 FTG TR PE 0.0 6 . .19.6 . 0.0 16.3 0.0 0.190 TL 17.60 'PV NOTES: . (1) Ca1cu1atio1s were :erformedby the HASS 7.6 computer program under license no. 46080621 granted by BR Systems, Inc. 4-: LaVista Road Tuer, GA 30084 The system has be calculated to provide an average imbalance at each Iode'of 0.013 gpsn and a maximum imbalance at any node of 0.14 gpin. Total pressure atlach node is used in balancing the system. Maximum water ve1ity is 20.7 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name; FSS.Pr:P PAGE: * MATERIAL: S.Q HWC: 120 Diameter Equi(1ent Fitting Lengths in Feet (in) E T L C B G A Eli TeILngE1i ChkVlv BfyVlv GatVlv AlmChk 0.874 . 0.82. 2.44 0.82 2.06 247 0.41 4.11 1.255 1.89 3.78 1.26 4.41 3.78 0.63 6.30 PAGE: H MATERIAL: C.0 HWC; 150 Diameter EquiflàIent Fitting Lengths in Feet (in) E T K C L Eli TeTERUN COTJPLG EL45 1.109 5.00 5.th 1.00 0.00 1.00 1.00 3.00 1.400 6.00 6.6- 2.00 0.00 2.00 2.00 3.00 fl! D DPV1v 4 .11 6.30 L 1.00 2. 00 N NPTee '2 . 06 3.78 Pipe: 3 0.0 0.0 43.9 0.0 H.s. 419 Pipe:, 4' 0.0 11.5. j41.9 0.6, 0.0 II137..4 Pipe; 5 HI 0.6 0.0 H374 3.6 0.0 Pipe: 6 3.6 0.0 :34.1 9.6 0.0 :!25.7 Pipe: 7 9.6 0.0 j25.7 19.6 , 0.0 11:6.3 '.Pipe': 8 19.6 0.0 16.3 .19.6 0.0 12..3 Pipe: .9 I 19.6 0.0 12.3 25.0 5.6 7.2 Pipe: 10 ' 19.6 0.0 H.12.3 .19.6 0.0 12.3 Pipe: 11 19.6 0.0 12.3 .25.0' 5.6 8.6 Pipe: 12 19.6 , 0.0 I12.3 19.6 0.0 Aj 53.2 2 ,050 PL 75.00 PE' '2.0 0.0 5.2 150 FTG 3E FE 0.0 5.0 0.020 TL 99.00 PV 48.2 1.265 FL 10.00 PF 42 5.0 12.3 150 FTG ET FE -0.3. 0.0 0.176 TL 24.00 PV 48.2 1.255 FL 3.00 PF 2.0 0.0 12.5 120 FTG C FE 71,3 0.0 , 0.277 TL 7.41 PV 48.2 1.400 FL 38.00 FE' 5.8 0.0 10.0 150 FTG ET2R FE -2,6 0.0 0.107 TL 54.00 PV 48.2 1.109 FL 10.00 PF 5.0 0.0 16.0 150 FTG T FE -4.3 0.0 0.334 TL 15.00 PV 12.6 1.109 FL 98.00 Pt'. 4,0 0.0 4.2 150 FTG 4E5T FE 0.0 0.0 0.028 TL 143.00 PV 15.0 0.874 FL 17.60 PF 2.8 0.0 8.0 150 FTG 4L FE -2.3 15,0 0.123 TL 22.57 PV -2.4 1.109 FL 13.00 FE" 0.0 0.0 0.8 150 FTG T PE 0.0 0.0 0.001 TL 18.00 PV 16.4 0.674 FL 5.60 PF 1.4 0.0 8.8 150 FTG 31. PE -2.3 16.4 0.146 TL 9.33 PV -18.8 1.109 FL 1.00 PF 0.6 0.0 6.2 150 FTG ET PE 0.0 0.0 0.059 TL 1.1.00 PV 2A 3A 3A 3 3. 4 4 5 5 6 6 7 7 7A .7 8 8 BA 8 9 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 16 SP:NKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE; 9/29/2004 ' C:\HA5S74\PLAN TWO CHESAPEAKE.SDF JOB TITLE PLAN TWO PIPE DATA PIPE TAG , Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. ::'IPT DISC. VEL(FPS) HW(C) (FT) SUM.. NODES (FT) (K) PSI) (GPM) FL/FT (PSI) Pipe: 1 0 53.2 1.025 FL 20.00 PF 17.7 1 0.0 SRCE '!'!6.8.1 (N/A) 20.7 150 FTG TG PE 0.0 2 0.0 . 0.0 1!50.4 '0.0 0.590 TL 30.00 PV Pipe: 2' . .• . . FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 50.4 0.0 6.5 psi, 53.2 gpm 2A . 0.0 '0.0 i43.9 0.0 PRESSURE (PSI) 66.1 50.4 43.9 41,9 37.4 34.1 25.7 16.3 12,3 7,2 12.3 - 8.6 13.0 9.0 DISCHARGE (GPM) 53.2 5.0 15.0 16.4 16.8 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 17 SINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2004 . . . C;\HASS74\PLAN TWO CIIESAPEAKE.SDF JOB TITLE: PLAN TWO WATER. SUPPLY DATA SOURCE STATIC BiID , FLOW AVAIL. TOTAL REQ'D NODE PRESS. iss: @ PRESS. @ DEMAND PRESS. TAG (PSI.) (I) . (GPM) (PSI) (GPM) (PSI) 1 '. 108.0 1.0 . 500.0 107.9 53.2 68.1 AGGREGATE FLOW.ANALYSII. TOTAL.''LOW AT SOURCE 53.2 GPN TOTAL HOSE SREAIvj..ALLCE AT SOURCE 0.0 GPM OTHER.HOSE STREAM ALLCES i...1 1VE 5.0 GPM TOTAL DISCHARGE FROM SPRINKLERS 48.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 0.0 '2 . 0,0 2A' ' 0.0 3A' ' . , . 0.0. 3 .. . . 0.6 4,' , 3.6 5. . , 9.6. 19.6 '7 19.6 '25.0 19.6 BA. . 25.0 9 . . 19.6. 9A . ' 25.0 NODE TYPE SOURCE ;HOSE STREAM K= 5.60 K= 5.60 K 5.60 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 18 SINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/29/2004 JOB TITLE: PLAN ONE C;\HASS74\CHESAPEAKE.SDF WATER SUPPLY CURVE 108+ . 99+ 90+ . <-90.0 psi 8 500 gpm Plow Test Point .81+ P•' 72+ I . . S 63+ •. ti E 4 .544 ( P .1 HI S I . I. ii 45+ 36+ F . . 27 + 18+ I I LEGI I X Required War Supply 0 I 85.69 psi @ $.2 gpm H 9+ II • I 0 = Availb1e supply " 96.90 psi @ 61.2 gpm 200 300 400 .P0 600 0++--4----4-----+------------+--------+--------+---------+ -----------.4- 700 800 900 1000 : FLOW (GPM) 0 H 0•• "F ul PLI 66/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 19 SP1(LER, SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2004 ' C:\flASS74\CHESAPEKE.S0F kYOB TITLE: PLAN ONE D W ms 0 0 0 0 0 H 0 0 1 0 Q 0 L W 0 0 • C4 >, 0, 0 • ) • ._-1 C 0 0 • 0 0 0 0 ' 0 0 0 0 m 0 L! : •• 0 -4o4a0 > .1 0 • 0 ?WWt) • H 0 0 0 0 0 0 J•i 0 • , 0 0 0 • 0 0 • ? 3"A 0 0 0 0 0' .1/AIM j.I 0 - c.I 0 Ow 00 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 20 S&INKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9129/200.4 C:\JtAss74\cHEsApEAKE.sDF JOB TITLE: PLAN ONE PAGE: r MATERIAL: dg -L HWCt 150 Diameter Equ'1ent Fitting Lengths in Feet in) E TI!L L C B G A D Eli 1.02.5 3.00 8.6 .2.00 2.00 2.00 2.00 0.00 0.00 1.265 . 5.00 .9.1b . 2.00 11.00 2.00 2.00 0,00 0.00 PAGE; 'J MATERIAL: PVC HWC 150 Diameter Equ lent Fitting Lengths in Feet (in.) . E T L C B C A D 11 Te 2.050 8.00 15 10b 3 .-00 17nn qnO no r nn n nn ' I 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 21 spR:NKLER. SYSTEM HYDRAULIC ANALYSTS Page 3 .DATE:9/29/2004 C:\HASS74\CHESAPE&KE.SDF. JOB TITLE: PLAN ONE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ND Pzz.v NOZ. HT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) J(PSI) (GPM) FL/FT (PSI) Pipe: 13 -25.5 1.109 .PL 44.00 PF 6.3 8 10.6 00 h.13.7 0.0 8.5 150 FTG 2ET2R PE 0.0 5 10.6 0.0 Hi19.9 0.0 0.103 TL 61.00 PV NOTES:I (1) Calculations were erformed by the HASS 7.6 computer program uri.de r license no.. 6080621 granted by HR3 Systems, Inc. 47 . LaVista Road Tu "er, GA 30084 (2) The system has be!p calculated to provide an average imbalance at eachIiiode of 0.001 gpm and a maximum imbalance at any if4de of 0.011 gpm. (3) Total pressure at'ach node is used in balancing the system. Maximum water vei4ity is 19.5 ft/sec at pipe 1. (4) PIPE FITTINGS TAB4 Pipe Table Name FSS.PTjr .PAGE;' * MATERIAL; S:Q HWC; 120 Diameter Equi .Lent Fitting Lengths in Feet (in) E T.1 L C. B G A D N Eli Te :,LngE1i ChkVlv Bfyvlv GatVlv AlmChk DPV1v NPTee H. 0.874 0.82 2. 0.82 2,06 2.47 0.4. 4.11 4.11 2.06 PAGE: A: MATERIAL: S Pj40 HWC: 120 Diameter Equi1ent Fitting Lengths in Feet • • • • (in) • E L C B G A D • • Eli • Teè • 1.380 3.00 6.0.0 2.00 7.00 6.00 1.00 1.00 1.00 • • PAGE H MATERIAL C HWC 150 Diameter . Equi1ent Fitting Lengths in Feet (in) • E R K C L B L • Eli TeTE2RUN COURLG EL45 : 1.109. • 5.00 5.01d .1.00 0.00 1.00 1.00 3.00 1.00 • • 1.400 6.00 6.0i 2.00 0.00 2.00 2.00 3.00 2.00 • 0 • • :r • Pipe: 8 10.6 6A 15.0 Pipe: 9 6 10.6 7 S 10.6 Pipe: 10 7 10.6 7A 15.0 Pipe: 11 7 . . 10.6 8 10.6 Pipe: 12 8.: 10.6 8A . 15.0 15.2 13.0 0.0 8.1 7.3 15.2 4.6 13.0 0.0 1.5 12.9 0.0 15.0 12.9 0.0 8.0 7.2 15.0 -10.4 12.9 0.0 3.5 !13.7 0.0 15.0 o..o 0.0 8.0 5.6 15.0 0.0 5.6 0.0 0.0 0.0 5.6 0.0 0.0 06/24/1996 14:23 6195 SP DATE: 9/29/2004 JOB TITLE: PLAN ONE PIPE DATA PIPE TAG END ELV. NOZ. NODES (FT) (K) Pipe: 1 1 -50.0 SRC 2 -50.0 0.0 Pipe: 2 2 -50.0 0.0 2A . -50.0 0.0 Pipe: 3 2A -50.0 0.0 3A 0;0 H. S. Pipe: 4 3A . 0.0 H.S. 3 . 0.6 0.0.. Pipe; 5 3 0.6 0.0 4 . 3.6 0.0 Pipe: 6 4 0 •. 3.6 0.0 .5 10.6 0.0 Pipe 7 5 . 10.6 0.0 6 . 10.6 0.0 39133 INNOVATIVE FIRE PAGE 22 1NKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\IIASS74\CHESAPEAKE.SDF Q(GPM) DIA(IN) LENGTH -PRESS. PT DISC. VEL('PS) IiW(C) . (FT) SUM. :PSI) (GPM) FL/FT (PSI) 50.2 1.025 P1, 20.00. PF 15.9 85 .70 (N/A) 19.5 150 FTG TG FE 0.0 0.0 0.529 TL 30.00 PV FIXED PRESSURE LOSS DEVICE .69.8 0.0 7.5 psi, 50.2 gpm 0.0 50.2 2.050 FL 400.00 PF 7.7 .62.3 0.0 4.9 150 FTG 3E FE -21.7 .33.0 5.0 0.018 TL 424.00 PV 45.2 1.265 FL 10.00 Pf 3.8 ,33.0 5.0 11.5 150 FTG ET PE -0.3 29.0 0.0 0.156 Pt 24.0.0 PV 45.2 1.380 FL 3.00 PF 1.5 1.29.0 0;0 9.7 120 rTG C FE -1.3 0.0 0.155 TL 10.00 PV Al 45.2 1.400 PL 19.00 PF 3.1 :j26.1 0.0 9.4 150 FTG 2ER FE -3.0 .19.9 0.0 0.095 Pt 33.00 PV 19.8 1.109 FL 70.00 PP 6.9 119..9 0.0 6.6 150 FTG SETSR FE 0.0 H13..0 0.0 0.064 Pt 108.00 PV 0.874 PL 25.00 PP 3.8 150 FTG 41. PE .-1.9 0.126 TL 29.97 PV 1.109 FL 30.00 PF 0.2 150 FTG RT FE 0.0 0.004 TL 36.00 PV 0.814 FL 27.00 PP 3.8 150 FTG 3L FE -1.9 0.123 TL 30.73 PV 1.109 PL 17.00 PP 0.8 150 FTG 3E2T FE 0.0 0.020 TL 42.00 PV 0.874 FL 32.00 PP 4.6 150 .TG 4L FE -1. 0.124 'EL 36.97 PV NODE. TYPE SOURCE HOSE STREAM K= 5.60 hi X= 5.60 K= 5.60 PRESSURE DISCHARGE (PSI) (GPM) 85.7 50.2 698 - - - 62.3 --- 33.0 5.0 29.0. - - - 26.1 - - - 19.9 - - - 13.0 - - 7.3 15.2 12.9 - - - 7.2 15.0 13.7 - - - 7.2 15.0 . . . NODE. ANALYSIS DATA NODE TAG ELEVATION (FT) 1 -50.0. 2 -50.0 2h -50...Q 3A 0.0 '3 0.6 4 . . 3.6 1 . 10.6 6 10.6 67t . . 15.0 7 . . 10.6 7A. . . 15.0 8 . 1.0.6 8A . 15.0 06/24/1996 14:23 6195939133 INNOVATIVE FIRE PAGE 23 SEUNKLER SYSTEM HYDRAULIC ANALYSIS Page j• DATE: 9?29/2004 H. C:\HASS74\CHBSAE'EAKE.SDF JOB TITLE: PLAN ONE WATER SUPPLY DATA SOURCE STATIC RID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PSS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (iRI) (GPM) (PSI) (GPM) (PSI) 1 97.0 6.0 500.0 96.9 50.2 85.7 AGGREGATE FLOW ANALY:SI TOTALPLON AT SOURCE 50.2 GPM TOTAL HOSE STREAM ALLO4NCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES . 5.0 GPM TOTAL DISCHARGE FROMA!kIVESPRINLERS 45.2 GPM 77- .2 SPRINLER..-SYSTEM HYDRAULIC ANALYSIS Page 1 DTE. 9/29/2004 C \HASS74\CHESAPEAKE SDF J9BTITLE:: PLAN ONE-* wSuppLyDATA : SiE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NDE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 97.0 90.0 500.0 96.9 50.2 85.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 50.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 45.2 GPM NO1E.ANALYSIS DATA NO1E TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -50.0 SOURCE 85.7 50.2 2 -50.0 - - - - 69.8 - - - 2A -50.0 - - - - 62.3 - - - 3A 0.0 HOSE STREAM 33.0 5.0 3 0.6 - - - - 29.0 - - - 4 3.6 - - - - 26.1 - - - 5 10.6 - - - - 19.9 - - - 6 10.6 - - - - 13.0 - - - 6A 15.0 K= 5.60 7.3 15.2 7 10.6 - - - - 12.9 - - - 7A 15.0 K= 5.60 7.2 15.0 8 10.6 - - - - 13.7 - - - 8A 15.0 K= 5.60 7.2 15.0 - SPRINKLER_SYSTEM HYDRAULIC ANALYSIS',Pàge2 DA 9/29/2004 C \HASs74\CHESAPEAKE SDF JQ3i7ITLE: PLAN ONE IDATA 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 ' 50.2 1.025 PL 20.00 PF 15.9 1 - -50.0 SRCE 85.7 (N/A) 19.5 150 FTG TG PE 0.0 2 -50.0 0.0 69.8 0.0 ' 0.529 TL 30.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -50.0 0.0 69.8 0.0 7.5 psi, 50.2 gpm 2A -50.0 0.0 62.3 0.0 Pipe: 3 50.2 2.050 PL 400.00 PF 7.7 2A" -50.0 0.0 62.3 0.0 4.9 150 FTG 3E PE -21.7 3A 0.0 H.S. '33.0 5.0 0.018 TL 424.00 PV Pipe: 4 45.2 1.265 PL 10.00 PF 3.8 3A 0.0 H.S. 33.0 5.0 11.5 150 FTG ET PE -0.3 3 0.6 0.0 29.0 0.0 0.156 TL 24.00 PV Pipe: 5 45.2 1.380 PL 3.00 PF 1.5 3 0.6 0.0 29.0 0.0 9.7 120 FTG C PE -1.3 4 3.6 0.0 26.1 0.0 0.155 TL 10.00 PV Pipe: 6 45.2 1.400 PL 19.00 PF 3.1 4 3.6 0.0 26.1 0.0 9.4 150 FTG 2ER PE -3.0 5 10.6 0.0 19.9 0.0 0.095 TL 33.00 PV Pipe: 7 19.8 1.109 PL 70.00 PF 6.9 5 10.6 0.0 19.9 0.0 6.6 150 FTG 5ET8R PE 0.0 6 10.6 0.0 13.0 0.0 0.064 TL 108.00 PV Pipe: 8 15.2 0.874 PL 25.00 PF 3.8 6 10.6 0.0 13.0 0.0 8.1 150 FTG 4L PE -1.9 6A 1,5.0 5.6 7.3 15.2 0.126 TL 29.97 PV Pipe: 9 4.6 1.109 PL 30.00 PF 0.2 6 10.6 0.0 13.0 0.0 1.5 150 FTG RT PE 0.0 7 10.6 0.0 12.9' 0.0 0.004 TL 36.00 PV Pipe: 10 15.0 0.874 PL 27.00 PF 3.8 7 10.6 0.0 12.9 0.0 8.0 150 FTG 3L PE -1.9 7A 15.0 5.6 7.2 15.0 0.123 TL 30.73 PV Pipe: 11 ' -10.4 1.109 PL 17.00 PF 0.8 7 10.6 0.0 12.9 0.0 3.5 150 FTG 3E2T PE 0.0 8 10.6 0.0 13.7 0.0 0.020 TL 42.00 PV Pipe: 12 15.0 0.874 PL 32.00 PF 4.6 8 10.6 0.0 13.7 0.0 8.0 150 FTG 4L PE -1.9 8A 15.0 5.6 7.2 15.0 0.124 TL 36.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 J9/29/2004 O:\HASS74\CHESAPEAKE.SDF JOXIITLE: PLAN ONE TT P!AG Q(GPM) DrA(iN) LENGTH PRESS. '_-ND ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. TI1bES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -25.5 1.109 PL 44.00 PF 6.3 8 10.6 0.0 13.7 0.0 8.5 150 FTG 2ET2R PE 0.0 5; 10.6 0.0 19.9 0.0 0.103 TL 61.00 PV NOTES: (1 Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.011 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.5 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee .874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 L109 5.00 5.00 1.00 0.00 1.00 1.00 3.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 3.00 2.00 it - - -SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DE 9/29/2004 C:\HASS74-\CHESAPEAKE.SDF JO! TITLE: PLAN ONE PAE: I 11ATERIAL: CPPR-L HWC: 150- D ter Equivalent Fitting Lengths in Feet Un) E T L C B G A D Eli Tee i.025 3.00 8.00 2.00 2.00 2.00 2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Dieter 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 - •t .trt .tr,t -,*..z-- - * -i Page 54 - 9/29/2004 - C \HASS74\CF{ESAPEAKE SDF TLE: PLAN ONE C C 0 I-I 0 - 0 C C LU C 0 IT C 0 C (N C) o C 0 0 0 0 r1 0 0 0 0 0 0 0 (N Q 00 1.0 (N - Du--. JL + I \\\\\\ * <-90.0 psi @ 500 gpm I Flow Test Point x 81+. P 72+ R I E I S I S 63+ U I R I E I 54+ ( I P S I I 45+ ) I 36+ 27+ 18+ LEGEND U IX = Required Water Supply I 85.69 psi @ 50.2 gpm 9+ 0 = Available Water Supply I 96.90 psi @ 50.2 gpm 'I + ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) .-- '.------- -'.----. SPRINKLER SYSTEM HYDRAULIC ANALYSIS. Page 1 DE 9/29/2004 C \HASS74\PLAN TWO CHESAPEAKE SDF JO•-TITLE: PLAN • .TWO SUPPLY DAT$T:: SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NDE PRESS. PRESS. @ PRESS. 0 DEMAND PRESS. , 11 (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 108.0 103.0 500.0 107.9 53.2 68.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 48.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 68.1 53.2 2 0.0 - - - - 50.4 - - - 2A 0.0 - - - - 43.9 - - - 3A 0.0 HOSE STREAM 41.9 5.0 3 0.6 - - - - 37.4 - - - 4 3.6 - - - - 34.1 - - - 5 9.6 - - - - 25.7 - - - 6 19.6 - - - - 16.3 - - - 7 19.6 - - - - 12.3 - - - 7A 25.0 K= 5.60 7.2 15.0 8 19.6 - - - - 12.3 - - - BA 25.0 K= 5.60 8.6 16.4 9 19.6 - - - - 13.0 - - - 9A 25.0 K= 5.60 9.0 16.8 - . - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS - Page 2 DA&9/29/2004 C \HASS74\PLAN TWO CHESAPEAKE SDF JQBTtTLE: PLAN . TWO .. - PIE DATA . . PIETAG Q(GPM) DIA(IN) LENGTH PRESS. END . ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. ODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 53.2 1.025 PL 20.00 PF 17.7 1. 0.0 SRCE 68.1 (N/A) 20.7 150 FTG TG PE 0.0 2 0.0 0.0 50.4 0.0 0.590 TL 30.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 50.4 0.0 6.5 psi, 53.2 gpm 2A 0.0 0.0 43.9 0.0 Pipe: 3 53.2 2.050 PL 75.00 PF 2.0 2A 0.0 0.0 43.9 0.0 5.2 150 FTG 3E PE 0.0 3A 0.0 H.S. 41.9 5.0 0.020 TL 99.00 PV Pipe: 4 48.2 1.265 PL 10.00 PF 4.2 3A 0.0 H.S. 41.9 5.0 12.3 150 FTG ET PE -0.3 3 0.6 0.0 37.4 0.0 0.176 TL 24.00 PV Pipe: 5 48.2 1.255 PL 3.00 PF 2.0 3 0.6 0.0 37.4 0.0 12.5 120 FTG C PE -1.3 4 3.6 0.0 34.1 0.0 0.277 TL 7.41 PV Pipe: 6 48.2 1.400 PL 38.00 PF 5.8 4 3.6 0.0 34.1 0.0 10.0 150 FTG ET2R PE -2.6 5 9.6 0.0 25.7 0.0 0.107 TL 54.00 PV Pipe: 7 48.2 1.109 PL 10.00 PE 5.0 5 9.6 0.0 25.7 0.0 16.0 150 FTG T PE -4.3 6 19.6 0.0 16.3 0.0 0.334 TL 15.00 PV Pipe: 8 12.6 1.109 PL 98.00 PE 4.0 6 19.6 0.0 16.3 0.0 4.2 150 FTG 4E5T PE 0.0 7 19.6 0.0 12.3 0.0 0.028 TL 143.00 PV Pipe: 9 15.0 0.874 PL 17.60 PF 2.8 7 19.6 0.0 12.3 0.0 8.0 150 FTG 4L PE -2.3 7A 25.0 5.6 7.2 15.0 0.123 TL 22.57 PV Pipe: 10 -2.4 1.109 PL 13.00 PF 0.0 7 19.6 0.0 12.3 0.0 0.8 150 FTG T PE 0.0 8 19.6 0.0 12.3 0.0 0.001 TL 18.00 PV Pipe: 11 16.4 0.874 PL 5.60 PF 1.4 8 19.6 0.0 12.3 . 0.0 8.8 150 FTG 3L PE -2.3 8A 25.0 5.6 8.6 16.4 0.146 TL 9.33 PV Pipe: 12 -18.8 1.109 PL 1.00 PF 0.6 8 19.6 0.0 12.3 0.0 6.2 150 FTG ET PE 0.0 9 19.6 0.0 13.0 0.0 0.059 TL 11.00 PV :SPRINKLER -SYSTEM HYDRAULIC- ANALYSIS Page 3 D9/29/2004' C:\HASS74\PLAN' TWO CHESAPEAKE.SDF 03 'TITLE: PLAN TWO PIZ TAG '" Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(E'PS) HW(C) (FT) SUM. pES •(FT) (K) (PSI) (GPM) FL/FT (PSI) -,.Pipe: 13 16.8 0.874 PL 6.00 PF 1.7 9. 19.6 0.0 13.0 0.0 9.0 150 FTG 4L PE -2.3 9A, 25.0 5.6 9.0 '16.8 0.151 TL 10.97 PV Pipe: 14 -35.6 1.109 PL 11.60 PF 3.4 9 19.6 0.0 13.0 0.0 11.8 150 FTG TR PE 0.0 6 ' 19.6 0.0 16.3 0.0 0.190 TL 17.60 PV NOTES: (1 Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by FIRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.013 gpm and a maximum imbalance at any node of 0.174 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 20.7 ft/sec at pipe 1. () PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 F{WC: 120 Diameter Equivalent Fitting Lengths in Feet Un) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatViv AlmChk DPVlv NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 1.255 1.89 3.78 1.26 4.41 3.78 0.63 6.30 6.30 3.78 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet Un) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.109 5.00 5.00 1.00 0.00 1.00 1.00 3.00 1.00 1.400 6.00 6.00 2.00 0.00 2.00 2.00 3.00 2.00 SPRINKLER SYSTEMHYDRAULIC ANALYSIS age4 - DE9/29/2004 - C \HASS74\PLAN TWO CHESAPEAKE SDF JP TITLE: PLAN TWO I MATERIAL: CPPRLr HWC: 150 ----: Diameter Equivalent Fitting Lengths in Feet Iiñ) E T L C B G A D Eli Tee• 1.025 3.00 8.00 2.00 2.00 2.00 2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 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 KLER-SYSTEM HYDRAULIC-ANALYSIS C \HASS74\PLAN TWO CHESAPEAKE SDF 0 SPI 9/29/2004 TLE: PLAN TWO c'J -.- F-: 0 0 0 0 0 0 0 • • • • • • 0 0 0 0 0 0 0 (\J 0 00 ¼D (\j -•1 -Qu--- - jJ --.--- - SPRINKLER-SYSTEM HYDRAULIC ANALYSIS Page 6 DA?g -'9/29jOo4 C \HASS74\PLAN TWO CHESAPEAKE SDF JOT-ITLE:-PLAN TWO WRSUPLYCURVE. .•... --. - * <-103.0 psi @ 500 gpm 1 Flow Test Point 90+ P 72+ R I E X S I S 63+ U R I E I 54+ ( I P I S I I 45+ ) I 36+ 27+ LEGEND 'I I I X = Required Water Supply It I 68.07 psi @ 53.2 gpm 9+ U I 0 = Available Water Supply I 107.92 psi @ 53.2 gpm + ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 7777 ..SPRINKLER SYSTEM HYDRAULIC ANALYSIS -- - . Page 1 DA 9/29/2004 C \HASS74\PLAN THREE CHESAPEAKE SDF JO TITLE PLAN THREE WATER 'SUPPLY DATA.................... ......- . . SODRCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NE . PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG- (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 108.0 103.0 500.0 107.9 53.8 74.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 48.8 GPM NOIDE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 74.5 53.8 2 0.0 - - - - 56.5 - - - 2A 0.0 - - - - 50.0 - - - 3A 0.0 HOSE STREAM 47.9 5.0 3 0.6 - - - - 43.3 - - - 4 3.6 - - - - 40.3 - - - 5 9.6 - - - - 33.5 - - - 6 19.6 - - - - 21.3 - - - 7 19.6 - - - - 15.3 - - - 7A 25.0 K= 5.60 9.9 17.6 8 19.6 - - - - 14.7 - - - 9 19.6 - - - - 12.6 - - - 9A 25.0 K= 5.60 8.4 16.2 10A 25.0 K= 5.60 7.2 15.0 ______ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page -2 D9/29/2004 CHASS74\PLAN THREE CHESAPEAKE SDF JtTLE: PLAN THREE PI DATA PIE-TAG Q(GPM) DIA(IN) LENGTH PRESS. ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. .!1DES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 53.8 1.025 PL 20.00 PF 18.1 1 0.0 SRCE 74.5 (N/A) 20.9 150 FTG TG PE 0.0 2, 0.0 0.0 56.5 0.0 0.602 TL 30.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 56.5 0.0 6.5 psi, 53.8 gpm 2A 0.0 0.0 50.0 0.0 Pipe: 3 53.8 2.050 PL 75.00 PF 2.0 2A 0.0 0.0 50.0 0.0 5.2 150 FTG 3E PE 0.0 3A 0.0 H.S. 47.9 5.0 0.021 TL 99.00 PV Pipe: 4 48.8 1.265 PL 10.00 PF 4.3 3A 0.0 H.S. 47.9 5.0 12.5 150 FTG ET PE -0.3 3 0.6 0.0 43.3 0.0 0.180 TL 24.00 PV Pipe: 5 48.8 1.380 PL 3.00 PF 1.8 3 0.6 0.0 43.3 0.0 10.5 120 FTG C PE -1.3 4 3.6 0.0 40.3 0.0 0.178 TL 10.00 PV Pipe: 6 48.8 1.400 PL 22.00 PF 4.2 4 3.6 0.0 40.3 0.0 10.2 150 FTG 2E2R PE -2.6 5 9.6 0.0 33.5 0.0 0.110 TL 38.00 PV Pipe: 7 48.8 1.109 PL 13.00 PF 7.9 5 9.6 0.0 33.5 0.0 16.2 150 FTG ET PE -4.3 6 19.6 0.0 21.3 0.0 0.342 TL 23.00 PV Pipe: 8 28.2 1.109 PL 36.60 PF 6.0 6 19.6 0.0 21.3 0.0 9.4 150 FTG 2T2R PE 0.0 7 19.6 0.0 15.3 0.0 0.124 TL 48.60 PV Pipe: 9 17.6 0.874 PL 14.60 PF 3.0 7 19.6 0.0 15.3 0.0 9.4 150 FTG 3L PE -2.3 7A 25.0 5.6 9.9 17.6 0.165 TL 18.33 PV Pipe: 10 10.6 1.109 PL 22.00 PF 0.6 7 19.6 0.0 15.3 0.0 3.5 150 FTG T2R PE 0.0 8 19.6 0.0 14.7 0.0 0.020 TL 29.00 PV Pipe: 10A 31.2 1.109 PL 4.00 PF 2.1 8 19.6 0.0 14.7 . 0.0 10.4 150 FTG 2T PE 0.0 9 19.6 0.0 12.6 0.0 0.149 TL 14.00 PV Pipe: 11 16.2 0.874 PL 9.60 PF 1.9 9 19.6 0.0 12.6 0.0 8.7 150 FTG 3L PE -2.3 9A 25.0 5.6 8.4 16.2 0.142 TL 13.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DE9/29/2004- C:\HASS74\PLAN. THREE CHESAPEAKE.SDF JITLE: PLAN THREE PIPE TAG Q(GPM) DIA(INY LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. ',NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 2:Pipe: 12 15.0 0.874 PL 20.00 PF 3.1 9. 19.6 0.0 12.6 0.0 8.0 150 FTG 4L PE -2.3 10L 25.0 5.6 7.2 15.0 0.123 TL 24.97 PV Pipe: 13 -20.6 1.109 PL 72.00 PF 6.6 8 19.6 0.0 14.7 0.0 6.8 150 FTG 3T8R PE 0.0 6. 19.6 0.0 21.3 0.0 0.069 TL 95.00 PV NOK'ES: (11 Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.011 gpm and a maximum imbalance at any node of 0.145 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 20.9 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet Un) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyViv GatVlv AlmChk DPV1v NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet Un) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 - 4tr - --- - SP.INKLERSYSTEM HYDRAULIC ANALYSIS Pe 4 DFE-9/29/2004 C \HAsS74\PLAN THREE CHESAPEAKE SDF JO3TITLE: PLAN THREE . ..................... PACE H MATERIAL CPVC- HWC150 Piteter Equivalent .F.itting Lengths in Feet Tliì) E T R K C L B L Ell Tee TEERUN COUPLG EL45 ,LL109 5.00 5.00 • 1.00 0.00 1.00 1.00 3.00 1.00 L400 6.00 6.00 2.00 0.00 2.00 2.00 3.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet Un) E T L C B G A D Eli • Tee 1.025 3.00 8.00 2.00 2.00 2.00 2.00 0.00 0.00 1.265 5.00 • 9.00 2.00 11.00 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 HYDRAULICANALYSIS - Page 5 /:29L2004 S C:\HA5S7.4\PLANTHREE-.CHESAPEAKE.SDF .5 LE: PLAN THREE ..• S S 0 0 0 '—I 0 0 LU CD 0 0 (N 0 0 0 0 0 0 0 '-4 0 0 0 0 0 0 0 I 0 co (N - --- SPRINKLERSYSTEM HYDRAULIC ANALYSIS Page 6 DATE 9/29/2004 - C \HASS74\PLAN THREE CHESAPEAKE SDF $*ITLE: PLAN THREE WERSUPPLYCURVE 0 Oi I * <-103.0 psi @ 500 gpm I Flow Test Point 99+ 90+ 81~ Ox P 72+ R I E I S I S €3+ U R I E I 54+ P I S I I 45+ ) I 3c+ 1S+ LEGEND I, X = Required Water Supply I 74.51 psi @ 53.8 gpm 9+ I 0 = Available Water Supply I 107.92 psi @ 53.8 gpm -------------------------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) - - SPRINKLER SYSTEM.HYDULIC ANALYSIS Page 1 DAE9/29/2004 C\HASS74\PLAN THREE CHESAPEAKE SDF OiITLE: PLAN FOUR WFERTSUPPLY DATA SO9RCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE • - PRESS. PRESS. @ PRESS. @ DEMAND PRESS. (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 108.0 103.0 500.0 107.9 52.1 70.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 52.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 47.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1- 0.0 SOURCE 70.8 52.1 2 0.0 - - - - 53.8 - - - 2A 0.0 - - - - 47.3 - - - 3A 0.0 HOSE STREAM 45.4 5.0 3 0.6 -, - - - 41.1 - - - 4 3.6 - - - - 38.1 - - - 5 9.6 - - - - 31.1 - - - 6 19.6 - - - - 19.7 - - - 7 19.6 - - - - 12.8 - - - 7A 25.0 K= 5.60 7.2 15.0 8 19.6 - - - - 12.3 - - - 8A 25.0 K= 5.60 8.3 16.2 9 19.6 - - - - 12.4 - - - 9A 25.0 K= 5.60 8.1 15.9 .---'.-,,-SPRINKLER .SYSTEM-HYDRAULIC ANALYSIS..'..-.- . Page 2 DATE 9/29/2004 C:\HASS74\PLAN- THREE CHESAPEAKE SDF JOTITLE: PLAN . FOUR PIPEDATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END . ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. ODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 524 1.025 PL 20.00 PF 17.0 1 0.0 SRCE 70.8 (N/A) 20.3 150 FTG TG PE 0.0 2 0.0 0.0 53.8 0.0 0.567 TL 30.00 PV Pipe: 2 . FIXED PRESSURE LOSS DEVICE 2 00 0.0 53.8 0.0 6.5 psi, 52.0 gpm 2A 0.0 0.0 47.3 0.0 Pipe: 3 52.1 2.050 PL 75.00 PF 1.9 2A 0.0 0.0 47.3 0.0 5.1 150 FTG 3E PE 0.0 3A 0.0 H.S. 45.4 5.0 0.019 TL 99.00 PV Pipe: 4 47.1 1.265 PL 10.00 PF 4.0 3A 0.0 H.S. 45.4 5.0 12.0 150 FTG ET PE -0.3 3 0.6 0.0 41.1 0.0 0.169 TL 24.00 PV Pipe: 5 47.1 1.380 PL 3.00 PF 1.7 3 0.6 0.0 41.1 0.0 10.1 120 FTG C PE -1.3 4 3.6 0.0 38.1 0.0 0.167 TL 10.00 PV Pipe: 6 47.1 1.400 PL 27.00 PF 4.4 4 3.6 0.0 38.1 0.0 9.8 150 FTG ET2R PE -2.6 5 9.6 0.0 31.1 0.0 0.103 TL 43.00 PV Pipe: 7 47.1 1.109 PL 12.00 PF 7.0 5 9.6 0.0 31.1 0.0 15.6 150 FTG ET PE -4.3 6 19.6 0.0 19.7 0.0 0.320 TL 22.00 PV Pipe: 8 23.8 1.109 PL 52.00 PF 7.0 6 19.6 0.0 19.7 0.0 7.9 150 FTG 3E2T PE 0.0 7 19.6 0.0 12.8 0.0 0.090 TL 77.00 PV Pipe: 9 15.0 0.874 PL 21.60 PF 3.3 7 19.6 0.0 12.8 0.0 8.0 150 FTG 4L PE -2.3 7A 25.0 5.6 7.2 15.0 0.123 TL 26.57 PV Pipe: 10 8.8 1.109 PL 23.00 PF 0.5 7 19..6 0.0 12.8 0.0 2.9 150 FTG ETR PE 0.0 8 19.6 0.0 12.3 0.0 0.014 TL 34.00 PV Pipe: bA 16.2 0.874 PL 6.60 PF 1.6 8 19.6 0.0 12.3 0.0 8.6 150 FTG 4L PE -2.3 BA 25.0 5.6 8.3 16.2 0.141 TL 11.57 PV Pipe: 11 -7.4 1.109 PL 6.60 PF 0.1 8 19.6 0.0 12.3 0.0 2.5 150 FTG T PE 0.0 9 19.6 0.0 12.4 0.0 0.010 TL 11.60 PV SPRINKLER SYSTEMHYDRAULIC ANALYSIS Page 3 DE 9/29/2004 C \HASS74\PLAN THREE CHESAPEAKE SDF JOBrITLE PLAN FOUR P1 TAG Q(GPM) DIA(IN) LENGTH PRESS. ND ELEV. NOZ; PT DISC. VEL(FPS) HW(C) (FT) SUM. 1DES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 15.9 0.874 PL 9.60 PF 2.0 9 19.6 0.0 12.4 0.0 8.5 150 FTG 4L PE -2.3 9A 25.0 5.6 8.1 15.9 0.137 TL 14.57 PV Pipe: 13 -23.3 1.109 PL 68.00 PF 7.3 9 19.6 0.0 12.4 0.0 7.7 150 FTG 2T6R PE 0.0 6 19.6 0.0 19.7 0.0 0.087 TL 84.00 PV NOTES: (i) Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 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 0.182 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 20.3 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N - Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee .0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T . L C B G A D Ell Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 .'S!?r3&ttU S - •.S :5 - Page 4 _SPRINKLER. SYSTEW HYDRAULIC , ANALYSIS, ID 9/29/2004 C \HSS74\PLAN THREE CHESAPEAKE SDF JO.T,lTLE PLAN FOUR - PAM-,-'H--. --MATERIAL: CPVC HWC: 150 -- - Dtér S Equivalent Fitting Lengths in Feet E T R K C L B L Eli Tee TEERUN COUPLG EL45 5.00 5.00 1.00 0.00 1.00 1.00 3.00 1.00 6.00 6.00 2.00 0.00 2.00 2.00 3.00 2.00 PAGE..'::_ MATERIAL: CPPR-L HWC: 150 Diaëter Equivalent Fitting Lengths in Feet i) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 2.00 2.00 2.00 0.00 0.00 1L265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PA: J MATERIAL: S40PVC HWC: 150 Di'taeter 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 ; Pee _2. ...t. - _LSPRINKLERSYSTEM HYDRAULIC ANALYSIS:...$ Page5 9/29/2004 C\11ASS74\PLAN THREE CHESAPEAKE SDF TLE: PLAN .',,,FOUR CD ................... 0 0 IN 0 OD 0 0 44 Lfl C Cl IV C (V) Cl C ('-1 O C C C C C C -1 C C C C C C C 0 00 CN -04 o-.-i----- Ti 5.- P R I N KLEEMHyLRAuLICAN1 Ixsrs Pe6 77 7 DI/29/2004 C\HASS74\1 'LAN THREE CHESAPEAKESDF. JTITLE PLAN FOUR - WATER-- SUPPLY CURVE. \\\\\\\\\ * <-103.0 psi @ 500 gpm I . Flow Test Point 99+ 9'0+ P 72+ R X E I S I S 63+ U I R I E I 54+ P I S I I 45+ 35+ 21+ 1+ LEGEND U I X = Required Water Supply I 70.82 psi @ 52.1 gpm 9+ I 0 = Available Water Supply 107.92 psi @ 52.1 gpm I, + ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)