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Report FIRE PROTECTION DESIGN / (, J/ SGS,, 4(44- 1189 CR 1714 JACKSONVILLE, TEXAS 75766 ECEIVFP HYDRAULIC CALCULATIONS FOR OCT ROSE CITY FUTSAL MEZZ. 19 �}fi�p 10831 SW Cascade Avenue CIT —.1 TIGARD, OREGON 97224 FIVILDEr6,4410) "NN DRAWING NUMBER: FP 1 of 1O i` DATE: SEP 28, 2016 -DESIGN DATA- REMOTE AREA NUMBER: 1 REMOTE AREALOCATION: First Floor OCCUPANCY CLASSIFICATION: Ordinary Hazard I & Light Hazard DENSITY: . 15 gpm/sq. ft. (OH) & .10 (LH) AI 410711.14.0,Nr AREA OF APPLICATION: 900 sq. ft. (Adjust for QR heads) COVERAGE PER SPRINKLER: 130 sq. ft. (MAX OH) / il77506PE TYPE OF SPRINKLERS CALCULATED: Globe K = 5.6 NUMBER OF SPRINKLERS CALCULATED: 11 10-4-2016 *IN-RACK SPRINKLER DEMAND: T D. HOSE-STREAM DEMAND: 250 gpm gpm � N 10 �o4���V TOTAL WATER REQUIRED (INCLUDING HOSE) : 480.2 GPM @ 54.7 PSI L. OL FLOW AND PRESSURE (AT BASE OF RISER) : 230.2 GPM @ 54.7 PSIEXPIRATIONDATE:12/31/2016 SYSTEM SAFETY FACTOR: 9.3 PSI TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: Riser Plaque Test Date: Location: Base of Riser Test By: Static: 64 psi Residual: 63.88 psi 3 gpm Source Elevation Relative to Finished Flow Level:119ft. INSTALLING CONTRACTOR Name: American Sprinklers Address: 7950 N. Lone Pine Road Terrebonne, Oregon 97760 Phone: 503-519-3608 Certification number: NAME OF DESIGNER; Gary Williams AUTHORITY HAVING JURISDICTION: City of Tigard NOTES: Calculations performed by HASS under license # 38041630 , granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results. ) QUICK RESPONSE AUTOMATIC SPRINKLERS - GL SERIES DRY TYPE SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE I LENGTH FINISHES 5.6 (80 metric) 3/4"or 1"NPT cULus Variable Factory Bronze to 48" Satin Chromel Bright Chrome 8.1 White Polyester2 (116 metric) 1"NPT FM Variable Black Polyester12 to 36" Lead Coated" NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2cULus LISTED CORROSION RESISTANT: APPROVALS POLYESTER MUST BE SPECIFIED ON ORDER. LEAD COATED IS UL APPROVED ONLY. STYLE SIN MODE- K FACTOR THREAD SIZE 135°F 155°F 175°F 200°F 286°F 57°C 68°C 79°C 93°C 141°C *FM cULus NYC DOB MFA GL5635 5.6 1"NPT X X X 101.92-E MOM" X X X x X GL5636 5.8 3/4"NPT X X X x x GL8135 8.1 1"NPT - x X X X X X X X X CESS® GL5635 5.6 1"NPT X X X X X X PENDENTGL5638 5.6 3/4"NPT X X X X X X X X X GL8135 8.1 1"NPT X X X X X NOTE: LISTED FOR ALL HAZARDS X X *PENDENT STYLE-FM APPROVED AND 286°F *RECESSED PENDENT STYLE—FM APPROVED 200°F, 5°F AND 200°F IMPORTANT INSTALLATION DATA Globe GL Series Dry Pendent sprinklers should be installed in accordance with the requirements set forth in NFPA 13. CROSS SECTIONS These sprinklers are to be installed using a pipe wrench applied to the outer tube. When this is not possible,the proper } -•,°,:,;., _,A/,5;-----,' sprinkler head wrench may be used with extreme care for • EE ; _ _ lengths up to approximately 18". Excessive force may distort the frame thus destroying the unit. , When installed in a wet system extending into a freezing _ t,7— <, area see chart on Dry Caution Sheet for minimum exposed _ barrel length to prevent ice plugs. Please refer to our Dry Caution sheet for further important installation data. ORDERING INFORMATION ` _ SPECIFY EXTENDED PENDENT PENDENT •Quantity ° Model Number •Style • Orifice •Temperature • Finishes desired a G y,_:.s -- °Quantity-Wrenches-P/N 333010 ----:0- *Quantity- Recessed Wrenches- P/N 337014 I "Quantity-Protective Caps-P/N 327109-cap(Friction Fit i - Recessed) 1 , •Escutcheons desired _. .,` , '`�' °"A" Dimension-Distance from face of fitting to the finished _c { ;'�` T ,z ceiling line regardless of escutcheon used. l"11 , : ,_ GLOBE® PRODUCT WARRANTY i Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a RECESSEDPENDENT SLEEVESSKIRTPENDENT period of one year from date of shipment. For specific details of our warranty,please refer to Price List Terms and Conditions of Sale(Our Price List). ot „o,.... BE 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX989-846-9231 ,: ';t 1' zt ,,-1,,, .t„ 1-800-248-0278 www.globesprinkler.com JULY2010 PRINTEDU.SA BULLETIN GL5635,REV.#13 .. GI, . BE DICK RESPONSE AUTOMATIC SPRINKLERS TION GL SERIES ., FIRE SPRINKLER CORPORA DESCRIPTION AND OPERATION DRY TYPE The Globe Quick Response GL Series Dry Type Pendent Sprinkler is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary drop nipples. The Globe Quick Response GL Series Dry Type Pendent Sprinkler utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation ap- ; proximately six times faster than ordinary sprinklers. At the ampules rated temperature, the sprinkler opens releasing the . bulb seat, causing the inner tube assembly to move, allowing the � � ' � r1 spring assembly to pivot alongside the inner tube. At this time, �. %- water flows through the sprinkler and is distributed by the deflector ;ro _ . in an approved discharge pattern. It can be installed wherever ° '` standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response ' rIII Sprinklers should be used advisedly and under the direction of l approving authorities having jurisdiction. The heart of Globe's Model GL Series sprinkler proven actu- SURFACE SLEEVE ating assembly is a hermetically sealed frangible glass ampule MOUNT &SKIRT that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal - pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. t bg' ` TECHNICAL DATA A ' • See reverse side for Approvals and Specifications. . •Temperature Ratings- 135°F (57°C), 155°F (68°C), 175°F =. (79°C), 200°F (93°C), 286°F (141°C) ____.; •Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) IP , � d„ • Maximum low temperature glass bulb rating is -67°F (-55°C) 14L ` • Frame - bronze* Deflector- brass • Screw- brass . • Bulb seat- brass • Spring - teflon coated nickel alloy EXTENDED RECESSED • Retainer- brass * Pin - stainless steel *Torsion spring - stainless steel • Bulb - glass with alcohol based solution, 3mm • Orifice insert- brass • 3/4" NPT or 1" NPT • Outer tube - galvanized steel pipe • Inner tube stainless steel •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY - :Ali: . . , �� �. � � i ORANGE/RED � ' - 5Y �� :5: � ` INTERMEDIATE 5- ..� x ,156. . YELLOW/GREEN- ��5 '� HIGH � 4 ." U ,.R" BLUE '5,4:Y;5,,;:5,51 w "'-'555 ,,•; 51., - 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 JULY 2010 A-55 BULLETIN GL5635, REV.#13 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT• VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester s 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) Black Polyester z,a METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". s FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F cULus FM LPG NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X — — X GL4215 4.2 LH X X X X X X — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — X GL4201 4.2 LH X X X X X X — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X • GL8101 7.8* LH/OH X X X X X X X GL8106 8,1 LH/OH X X X X X X ? VERTICAL GL5632 5.6 LH X X X X X X X X X X X X SIDEWALLt GL8133 8.1 LH X X X X X X — — _— GL2826§ 2.8 LH X X X X X X _ — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — _ _ X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X GL5627a 5.6 LFI/OH X X X X X X GL8127§ 8.1 LH/OH X X X X X X — X X — CONVENTIONAL GL5624 5.6 LH/OH X X X X X X X (OLD STYLE) GL8125 8.1 LH/OH X X X X X — — X X 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. aINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION SPECIFY GLOBE®PRODUCT WARRANTY •Quantity • Model Number • Style Globe agrees to repair or replace any of its own manufactured •Orifice • Thread Sizes • Temperature products found to be defective in material or workmanship for a •Finishes desired period of one year from date of shipment. •Quantity-Wrenches-P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). . Or. 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 >2 989-846-4583 FAX 989-846-9231 ARE SPANKER 1-800-248-0278 www.globesprinkler.com JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 QUICK RESPONSE L G AUTOMATIC SPRINKLERS wow ....„ 8GL SERIES RSRINKLER CORPORATION EP UPRIGHT• PENDENT ' FIVERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically , ill pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the UPRIGHT CK RESPONSE direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal _ pressure. At the prescribed temperature the internal pressure 41141. within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA QUICK RESPONSE PENDENT VERTICAL •See reverse side for Approvals and Specifications. SIDEWALL *Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) •Water Working Pressure Rating - 175 psi (12 Bars) , it. ;; . •Factory tested hydrostatically to 500 psi (34 Bars) •Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE •Frame - bronze • Deflector- brass • Screw- brass HORIZONTAL LPC/CE •Lodgement Wire- stainless steel • SIDEWALL HORIZONTAL •Bulb seat-copper • Spring - nickel alloy • Seal -teflon SIDEWALL •Bulb - glass with alcohol based solution, 3mm size •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER N.F.P.A. MAXIMUM BULB COLOR TEMPERATURES CEILING TEMPERATURE ORDINARY , ''� t INTERMEDIATE � ,�4 ORANGE/RED � r �� � YELLOW/GREEN HIGH ' BLUE 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 JULY 2012 A-20 989-846-4583 • FAX 989-846-9231 BULLETIN GL5615, REV. #9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/28/2016 JOB TITLE: Rose City Mezz. C:\HOUSEDATA\ROSE CITY MEZZ.SDF Pipe Tag K-fac Add Fl Add Fl To Frm Node El (ft) PT (q) Node/ Nom ID Fit: L C (Pe)) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) F (Pe (ft. ) T Pf/ft. (Pf) Pipe: 52 0.0 46.3 C10 All 21.0 39.7 -30.7 C12 239.33 120 39,7 C11 21.0 39.4 15.6 2.500 2T:34.0 46.00 0.0 2.635 2L:12.0 285.33 0.001 0.3 Pipe: 53 0.0 30.7 Cl1 Al2 21.0 39.7 -15.3 C13 239.33 120 39.7 C12 21. 0 39.9 15.4 2.500 ZT:34.0 46.00 0. 0 2. 635 2L: 12.0 285.33 0.001 0.3 Pipe: 54 5.60 23.3 Disch 22 9. 1 18.5 p 0 1.79 120 18.5 21 9. 1 17.3 A1.000 T: 5.0 5.00 23.3 1.049 . 6.79 0.172 1.2 Pipe: 55 5.60 6/2 17.5 Disch 9.1 11.2 0 0 12.00 120 11.2 .5 A1.000 E: 2.0 2.00 0.0 5/2 9.1 9.8 170 1.049 14.00 0.IO2 1.4 Pipe: 56 5.60 18.8 Disch 7/3 9.1 11.8 17.5 5/2 5.92 120 11.8 6/2 9. 1 11.2 A1.250 ---- 0.00 36.3 1.380 0.0 5.92 0.103 0.6 Pipe: 57 5.60 19.3 Disch 8/3 9. 1 13.9 36.3 6/2 9.25 120 13.9 7/3 9.1 11.8 A1.250 ---- 0.00 55. 6 1.380 0'0 9.25 0.227 2. 1 Pipe: 58 5.60 20.9 Disch 23 9. 1 18.8 55.6 7/3 5.92 120 18.8 R%3 A1.250 T: 6.0 6.00 9.1 13.9 76.5 1.380 0.0 V 11.92 0.409 4.9 Pipe: 59 5.60 25.8 Disch 25 9.1 23.4 0 0 5.21 120 23.4 A1.000 T: 5.0 5.00 0.0 254 9.1 21.3 25.8 1.049 10.21 0.209 2.1 Pipe: 60 5.60 25.3 Disch 11/1 9.1 22.2 8.50 120 22.2 11/1 0.0 A1.000 ---_ 9.1 20.5 25.3 0.00 0.07 1.049 8.501 0.201 1.7 Pipe: 61 5. 60 26.4 Disch 26 9.1 26.7 25.3 10/1 1.00 120 26.7 11 9.1 22.2 51.7 A1.000 T: 5.0 5. 00 0.0 1.049 6. 00 0.754 4.5 NOTES (HASS) : (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38041630 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/28/2016 C:\HOUSEDATA\ROSE CITY MEZZ.SDF JOB TITLE: Rose City Mezz. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 39 0.0 19.4 C4 11.08 120 39. 6 A5 21.0 39.6 60.3 A3 4 .000 ---- 0.00 0.0 A4 21.0 39.6 79.7 4.260 11.08 0.002 0.0 Pipe: 40 0.0 18.2 C5 11.08 120 39.6 A6 21.0 39.6 79.7 A4 4.000 ---- 0.00 0.0 A5 21.0 39.6 97.9 4.260 11.08 0.003 0.0 Pipe: 41 0.0 17.5 C6 11.08 120 39.7 A7 21.0 39.7 97.9 A5 4.000 ---- 0.00 0.0 A6 21.0 39.6 115.4 4.260 11.08 0.004 0.0 Pipe: 42 0.0 17.5 C7 3.25 120 39.8 A14 21.0 39.8 115.4 A6 4 .000 T:26.0 26.00 0.0 A7 21.0 39.7 133.0 4.260 29.25 0.005 0.1 Pipe: 43 0.0 40.0 C3 239.33 120 39.6 A2 21.0 39. 6 -20.0 Cl 2.500 2T:34.0 46.00 0.0 C2 21.0 39.2 20.0 2.635 2L:12.0 285.33 0.001 0.4 Pipe: 44 0.0 60.3 CC 239.33 120 39.6 A3 21.0 39. 6 -40.0 C2 2.500 2T:34.0 46.00 0.0 C3 21.0 39.2 20.3 2.635 2L:12.0 285.33 0.002 0.4 Pipe: 45 0.0 169.9 CC 239.33 120 39.6 A4 21.0 39.6 -150.5 C5 2.500 2T:34.0 46.00 0.0 21.0 39.2 19.4 2.635 2L:12.0 285.33 0.001 0.4 Pipe: 46 0.0 150.5 C4 239.33 120 39.6 A5 21.0 39.6 -132.3 C6 2.500 2T:34 .0 46.00 0.0 C5 21.0 39.3 18.2 2.635 2L:12.0 285.33 0.001 0.3 Pipe: 47 0.0 132.3 C5 239.33 120 39.6 A6 21.0 39.6 -114.8 C7 2.500 2T:34.0 46.00 0.0 C6 21.0 39.3 17.5 2.635 2L:12.0 285.33 0.001 0.3 Pipe: 48 0.0 114.8 C6 239.33 120 39.7 A7 21.0 39.7 -97.2 C8 2.500 2T:34.0 46.00 0.0 C7 21. 0 39.4 17.5 2.635 2L:12.0 285.33 0.001 0.3 Pipe: 49 0.0 97 .2 C7 239.33 120 39.7 A8 21.0 39.7 -79.2 C9 2.500 2T:34 .0 46.00 0.0 C8 21.0 39.4 18.0 2.635 2L:12.0 285.33 0.001 0.3 Pipe: 50 0.0 79.2 C8 239.33 120 39.7 A9 21.0 39.7 -62.4 C10 2.500 2T:34.0 46.00 0.0 C9 21.0 39.4 16.9 2.635 2L:12.0 285.33 0.001 0.3 Pipe: 51 0.0 62. 4 C9 239.33 120 39.7 A10 21.0 39.7 -46.3 C11 2.500 2T:34.0 46.00 0.0 c10 21.0 39.4 16.1 2.635 2L:12.0 285.33 0.001 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/28/2016 C:\HOUSEDATA\ROSE CITY MEZZ.SDF JOB TITLE: Rose City Mezz. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 26 0.0 16.1 C10 11.08 120 39.7 A9 21.0 39.7 46.3 All 4.000 ---- 0.00 0.0 A10 21.0 39.7 62.4 4 .260 11.08 0.001 0.0 Pipe: 27 0.0 16.9 C9 11.08 120 39.7 A8 21.0 39.7 62.4 A10 4.000 ---- 0.00 0.0 A9 21.0 39.7 79.2 4.260 11.08 0.002 0.0 Pipe: 28 0.0 18.0 C8 8.83 120 39.8 A14 21.0 39.8 79.2 A9 4.000 T:26.0 26.00 0.0 A8 21.0 39.7 97.2 4.260 34.83 0.003 0.1 Pipe: 29 0.0 133.0 A7 L:11.0 18.50 120 48.0 A15 2.5 48.0 97.2 A8 6.000 B:13.0 59.00 8.0 Al4 21.0 39.8 230.2 6.357 A:35.0 77.50 0.002 0.1 Pipe: 30 0.0 Fixed Pressure Loss Device Al6 2.5 54.0 230.2 Al4 6.0 psi, 230.2 gpm Al5 2.5 48.0 230.2 Pipe: 31 Source 0.0 1.50 120 54.7 BR1 1.0 54.7 230.2 A15 6.000 E:18.0 18.00 0. 6 Al6 2.5 54.0 230.2 6.357 19.50 0.002 0.0 Pipe: 32 0.0 230.2 28 4.00 120 39.2 C3 21.0 39.2 -169. 9 C4 4.000 ---- 0.00 0.0 CC 21.0 39.2 60.3 4 .260 4.00 0.001 0.0 Pipe: 33 0.0 60.3 CC 11.08 120 39.2 C2 21.0 39.2 -20.3 A3 4.000 ---- 0.00 0.0 C3 21.0 39.2 40.0 4.260 11.08 0.001 0.0 Pipe: 34 0.0 40. 0 C3 11. 08 120 39.2 Cl 21.0 39.2 -20.0 A2 4.000 ---- 0.00 0.0 C2 21.0 39.2 20.0 4.260 11.08 0.000 0.0 Pipe: 35 0.0 0.0 239.33 120 39.6 Al 21.0 39.6 20.0 C2 2.500 2T:34.0 46.00 0.0 Cl 21. 0 39.2 20.0 2.635 2L:12.0 285.33 0.001 0.4 Pipe: 36 0.0 0.0 11.08 120 39.6 A2 21.0 39.6 20.0 Cl 4.000 ---- 0.00 0.0 Al 21.0 39.6 20.0 4.260 11.08 0.000 0.0 Pipe: 37 0.0 20.0 C2 11.08 120 39.6 A3 21.0 39. 6 20.0 Al 4.000 ---- 0.00 0.0 A2 21.0 39.6 40.0 4.260 11.08 0.001 0.0 Pipe: 38 0.0 20.3 C3 11.08 120 39.6 A4 21.0 39.6 40.0 A2 4.000 ---- 0.00 0.0 A3 21.0 39. 6 60.3 4.260 11.08 0.001 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/28/2016 C:\HOUSEDATA\ROSE CITY MEZZ.SDF JOB TITLE: Rose City Mezz. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 13 0.0 169.9 CC 11.08 120 39.3 05 21.0 39.3 -19.4 A4 4.000 ---- 0.00 0.0 C4 21.0 39.2 150.5 4 .260 11.08 0.006 0.1 Pipe: 14 0.0 150.5 C4 11.08 120 39.3 C6 21.0 39.3 -18.2 A5 4.000 ---- 0.00 0.0 C5 21.0 39.3 132.3 4.260 11.08 0.005 0.1 Pipe: 15 0.0 132.3 C5 11.08 120 39.4 C7 21.0 39.4 -17.5 A6 4.000 ---- 0.00 0.0 C6 21.0 39.3 114.8 4.260 11.08 0.004 0.0 Pipe: 16 0.0 114.8 C6 11.08 120 39.4 C8 21.0 39.4 -17.5 A7 4.000 ---- 0.00 0.0 C7 21.0 39.4 97.2 4.260 11.08 0.003 0.0 Pipe: 17 0.0 97.2 C7 11.08 120 39.4 C9 21.0 39.4 -18.0 A8 4 .000 ---- 0.00 0.0 C8 21. 0 39.4 79.2 4.260 11.08 0.002 0.0 Pipe: 18 0.0 79.2 C8 11.08 120 39.4 C10 21.0 39.4 -16.9 A9 4.000 ---- 0.00 0.0 C9 21.0 39.4 62.4 4 .260 11.08 0.001 0.0 Pipe: 19 0.0 62.4 C9 11.08 120 39.4 Cil 21.0 39.4 -16.1 A10 4.000 ---- 0.00 0.0 C10 21.0 39.4 46.3 4 .260 11.08 0.001 0.0 Pipe: 20 0.0 46.3 C10 11.08 120 39.4 C12 21.0 39.4 -15. 6 All 4.000 ---- 0.00 0.0 C11 21.0 39.4 30.7 4.260 11.08 0.000 0.0 Pipe: 21 0.0 30. 7 Cil 11.08 220 39.4 C13 21.0 39.4 -15.4 Al2 4 .000 ---- 0.00 0.0 C12 21.0 39.4 15.3 4.260 11.08 0.000 0.0 Pipe: 22 0.0 0.0 239.33 120 39.7 A13 21.0 39.7 15.3 C12 2.500 2T:34.0 46.00 0.0 C13 21.0 39.4 15.3 2. 635 2L:12.0 285.33 0.001 0.3 Pipe: 23 0.0 0.0 11.08 120 39.7 Al2 21.0 39.7 15.3 C13 4.000 ---- 0.00 0.0 A13 21.0 39.7 15.3 4.260 11.08 0.000 0.0 Pipe: 24 0.0 15.4 C12 11.08 120 39.7 All 21.0 39.7 15.3 Al3 4 .000 ---- 0.00 0.0 Al2 21.0 39.7 30.7 4.260 11.08 0.000 0.0 Pipe: 25 0.0 15. 6 C11 11.08 120 39.7 A10 21.0 39.7 30.7 Al2 4.000 ---- 0.00 0.0 All 21.0 39.7 46.3 4.260 11.08 0.001 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/28/2016 C:\HOUSEDATA\ROSE CITY MEZZ.SDF JOB TITLE: Rose City Mezz. NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 5.60 16.0 Disch 11.38 120 9.1 2/1 9.1 9.1 0.0 A1.000 ---- 0.00 0.0 1/1 9.1 8.1 16.0 1.049 11.38 0.086 1.0 Pipe: 2 5.60 16.9 Disch 11.38 120 12.8 3/1 9.1 12.8 16.0 A1.000 ---- 0.00 0.0 2/1 9.1 9.1 32.9 1.049 11.38 0.326 3.7 Pipe: 3 5.60 20.1 Disch 20.96 120 18.4 21 9.1 18 .4 32.9 2/1 A1.250 T: 6.0 6.00 0.0 3/1 9.1 12.8 52.9 1.380 26.96 0.207 5.6 Pipe: 4 0.0 0.0 2.83 120 18.5 22 9.1 18.5 52.9 3/1 2.000 ---- 0.00 0.0 21 9.1 18.4 52. 9 2.157 2.83 0.024 0.1 Pipe: 5 0.0 52.9 21 7.25 120 18.8 23 9.1 18.8 23.3 4/1 2.000 ---- 0.00 0.0 22 9.1 18.5 76.2 2.157 7.25 0.046 0.3 Pipe: 6 0.0 76.5 8/3 17.79 120 22.3 24 9.1 22.3 76.2 22 2.000 L: 3.0 3.00 0.0 23 9.1 18.8 152.7 2.157 20.79 0.167 3.5 Pipe: 7 0.0 0.0 6.63 120 23.4 15 9.1 23.4 152.7 23 2.000 ---- 0.00 0.0 24 9.1 22.3 152.7 2.157 6.63 0.167 1.1 Pipe: 8 0.0 152.7 24 14.83 120 26.7 26 9.1 26.7 25.8 9/4 2.000 ---- 0.00 0.0 25 9.1 23.4 178.5 2.157 14.83 0.223 3.3 Pipe: 9 0.0 51.7 11/1 32.33 120 39.3 27 9.1 39.3 178.5 25 2.000 L: 3.0 3.00 0.0 26 9.1 26.7 230.2 2.157 35.33 0.357 12. 6 Pipe: 10 0.0 0.0 2.29 120 40.4 28 9.1 40.4 230.2 26 2.500 L: 6.0 6.00 0.0 27 9.1 39.3 230.2 2.635 8.29 0.135 1.1 Pipe: 11 0.0 0.0 11.92 120 39.2 CC 21.0 39.2 230.2 27 2.500 T:17.0 17.00 -5.2 28 9.1 40.4 230.2 2.635 28.92 0. 135 3.9 Pipe: 12 0.0 230.2 28 7.08 120 39.2 C4 21.0 39.2 -60.3 C3 4.000 ---- 0.00 0.0 CC 21.0 39.2 169.9 4.260 7.08 0.007 0.1 ' • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/28/2016 C:\HOUSEDATA\ROSE CITY MEZZ.SDF JOB TITLE: Rose City Mezz. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) A16 2.5 - - - - 54.0 - - - C1 21.0 - - - - 39.2 - - - C2 21.0 - - - - 39.2 - - - C3 21.0 - - - - 39.2 - - - C4 21.0 - - - - 39.2 - - - C5 21.0 - - - - 39.3 - - - C6 21.0 - - - - 39.3 - - - C7 21.0 - - - - 39.4 - - - C8 21.0 - - - - 39.4 - - - C9 21.0 - - - - 39.4 - - - C10 21.0 - - - - 39.4 - - - C11 21.0 - - - - 39.4 - - - C12 21.0 - - - - 39.4 - - - C13 21.0 - - - - 39.4 - - - CC 21.0 - - - - 39.2 - - - BR1 1.0 SOURCE 54.7 230.2 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/28/2016 C:\HOUSEDATA\ROSE CITY MEZZ.SDF JOB TITLE: Rose City Mezz. NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D ,NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. 'TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) BR1 64.0 63.9 1593.0 64.0 480.2 54.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 480.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 230.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1/1 9.1 K= 5.60 8.1 16.0 2/1 9.1 K= 5. 60 9.1 16.9 3/1 9. 1 K= 5. 60 12.8 20.1 4/1 9.1 K= 5. 60 17.3 23.3 5/2 9.1 K= 5.60 9.8 17.5 6/2 9.1 K= 5.60 11.2 18.8 7/3 9.1 K= 5.60 11.8 19.3 8/3 9.1 K= 5.60 13.9 20.9 9/4 9.1 K= 5.60 21.3 25.8 .10/1 9.1 K= 5.60 20.5 25.3 11/1 9.1 K= 5. 60 22.2 26.4 21 9. 1 - - - - 18.4 - - - 22 9.1 - - - - 18.5 - - - 23 9. 1 - - - - 18.8 - - - 24 9. 1 - - - - 22.3 - - - 25 9.1 - - - - 23.4 - - - 26 9.1 - - - - 26.7 - - - 27 9. 1 - - - - 39.3 - - - 28 9.1 - - - - 40.4 - - - Al 21.0 - - - - 39.6 - - - A2 21.0 - - - - 39.6 - - - A3 21.0 - - - - 39. 6 - - - A4 21.0 - - - - 39.6 - - - A5 21.0 - - - - 39. 6 - - - A6 21.0 - - - - 39. 6 - - - A7 21.0 - - - - 39.7 - - - A8 21.0 - - - - 39.7 - - - A9 21.0 - - - - 39.7 - - - A10 21.0 - - - - 39.7 - - - All 21.0 - - - - 39.7 - - - Al2 21.0 - - - - 39.7 - - - A13 21,0 - - - - 39.7 - - - A14 21.0 - - - - 39.8 A15 2.5 - - - - 48.0 - - - • WATER SUPPLY ANALYSIS • m y Static: 64 . 00 psi Resid: 63. 88 psi Flow: 1593. 0 gpm ,.-3c- 80 . 0 H LEGEND r i:I Available pressure 63.99 psi @ 480.2 gpm o 0 70. 0 m 11 m en A 1 2 Required pressure 0 . 54.67 psi @ 480.2 gpm rt G ••r...+.r,.. ..+�..�....,.. Co A 60. 0 A U A N z 2 G lA r E Avail. Onsite Demand Press. %h 50 . 0 63.99 psi @ 230.2 gpm P N 2A y R Req. OnSite Demand Press. C7 E 40. 0 111 54.67 psi @ 230.2 gpm x S 0 S A. Source Supply Curve U B. System Demand Curve E r • H R 3 0. 0 C. Available at Source x a E ..... .71,m/////( o c z ( p 20. 0 s xi i N } N 10. 0 y K x N N h7 N fL 0. 0 cn m o n] N -14 .7 ii 440 640 810 1400 12'00 1)00 1)00 1100 2400 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source