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' � o - o 4+9 .� 111[1-1ydraulic Overview ` 9 , Z r Job Number: LM0010 Zo t Report Description: Light Hazard Job Job Number Design Engineer LM0010 Jared Hill Job Name I Poore FAX The Knoll I (503) 657-5155 (503) 657-5182 Address I State CeninralllLlssnse Number 8485 SW Hunziker 104570 Address 2 A!U City of Tigard Address 3 Job Site/Budding Tigard, OR System Density Area or Appdmt6n 0.100gpm/ft= 1950.00ft (Actual 1999.09ft Most Demanding Sprinider Data Nose streams 5.6 K- Factor 14.82 at 7.000 100.00 Coverage Par Sprinkler N,anber Of SprinIders Candated 130.00ft 23 System Possum Demand System Flow Demand 84.118 425.35 Total Demand Pressure Result 525.35 @ 84.118 +11.588 (12.1 %) Supplies Check Point Gauges hIgdg Flow(gom) )lose Flow(aom) Static(osi) Residual(osi) )dentifier Pressure(psil K- Factor(K) Flow(gom) 1 1480.00 100.00 96.000 94.000 • The Knoll Dry.cad Supply at Node 1 (1480.00, 100.00, 96.000, 94.000) 100 - static Pressure 96.000 I • 90 I r 1 1480.00 @ 94.000- 425.35 @ 84.118 80 525.35 with hose streams 70 60 b. 50 -ystem demand curve t J L 40 a 30 r=3 20 10 0 I da mn 111111111 111111111 III 11111 L 111111111 111111111 1 1 1 11111 111111111 8450 600 750 900 1050 1200 1350 1500 Water flow, gpm • (Hy M.E.P.CAD, Inc. AutoSPRINK ®VR8 v8.1.11 09/23/2010 11:43:57AM Page 1 • Hill[Hydraulic Summary ` Job Number: LM0010 Report Description: Light Hazard Job Job Number Design Engineer LM0010 Jared Hill Job Name Slate CeMkat onVLIcenae Number • The Knoll 104570 Address 1 AHI 8485 SW Hunziker City of Tigard Address 2 Job Siteilikulding Address 3 Drawing Name Tigard, OR The Knoll Dry.cad System I Remote Area(s) Most Demanding Spdnldar Data Occupancy Job Sulfa 5.6 K- Factor 14.82 at 7.000 Light Hazard Hose Allowance At Source Derttiry Area of Appraoon 100.00 0.100gpm/ft 1950.00ft (Actual 1999.09ft Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sphdder Node Flow(gom) 2 3 130.00ft AuloPeek Reaulta. Pressure For Remote Area(0) Adjacent To Most Remote Area Right: 84.118 Total Hose Streams 100.00 System Flew Demand Total Water Required (Including Hose Allowance) 425.35 525.35 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Gound 17.84 between nodes 1529 and 1531 Maximum Velouty Under Ground Volume rapaoy of Wet Pipes Volume capacity of Dry Pipes 849.29ga1 Supplies Hose Flow Static I Residual @ Flow Available @ Total Demand Required Safety Margin Node (qpm (psi) I (psi) (qpm) (psi) (qpm) (psi) (psi) 1 I 100.00 I 96.000 I 94.000 I 1480.00 95.706 I 525.35 84.118 11.588 Contractor Contractor Number Contact Name -- Contact Title 21 Jared Hill Fire Protection Enginee Name of Contractor Phone Extenmon Western States Fire Protection Co. (503) 657 -5155 Address 1 FAX • 13896 Fir St. Suite B (503) 657 -5182 Address 2 E -mall Jared.Hill @wsfp.us • Address 3 Web-Site © M.E.P.CAD, Inc. I AutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:15AM Page 2 .+ MMISummary Of Outflowing Devices R eport Description: Light a� and Actual Flow Minimum Flow K- Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 1518 24.04 13.00 5.6 18.425 Sprinkler 1519 22.03 13.00 5.6 15.477 Sprinkler 1520 20.81 13.00 5.6 13.809 Sprinkler 1521 20.22 13.00 5.6 13.037 Sprinkler 1531 22.83 13.00 5.6 16.617 Sprinkler 1532 20.33 13.00 5.6 13.175 Sprinkler 1533 18.59 13.00 5.6 11.026 Sprinkler 1534 17.54 13.00 5.6 9.811 Sprinkler 1535 17.03 13.00 5.6 I 9.249 b Sprinkler 1539 14.82 13.00 5.6 I 7.000 Sprinkler 1550 19.97 _ 13.00 5.6 I 12.713 Sprinkler 1551 17.74 13.00 5.6 I 10.040 Sprinkler 1552 16.20 13.00 5.6 8.372 Sprinkler 1553 15.26 13.00 5.6 7.429 Sprinkler 1554 14.82 13.00 5.6 7.000 Sprinkler 1561 21.43 13.00 5.6 14.640 Sprinkler 1562 19.06 13.00 5.6 11.587 Sprinkler 1563 17.43 13.00 5.6 9.683 Sprinkler 1564 16.43 13.00 5.6 8.606 Sprinkler 1565 15.95 13.00 5.6 _ 8.108 Sprinkler 1622 20.08 13.00 5.6 12.853 Sprinkler 1637 16.90 13.00 5.6 9.111 Sprinkler 1668 15.85 13.00 5.6 8.009 14> Most Demanding Sprinkler Data • • (?,,,C) M.E.P.CAD, Inc. al AutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:23AM Page 3 ill [Hydraulic Analysis Job Number: LM0010 R eport Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length • GI Route 1 BL 1.6100 14.82 2.33 100 0.012995 3' -0 Pf 0.113 1554 10'-0 14.82 5.6 7.000 Sprinkler, 5' -8'% Pe 136 10'-0 7.113 T(5' -8%) 8' -8Y2 Pv BL 1.6100 29.63 4.67 100 0.046845 6-9 Pf 0.316 136 10' -0 14.82 7.113 Flow (q) from Route 2 Pe 1553 10' -0 7.429 6' -9 Pv BL 1.6100 44.90 7.08 100 0.101038 9'-4 Pf 0.943 1553 10' -0 15.26 5.6 7.429 Sprinkler Pe 1552 10' -0 8.372 9'-4 Pv BL 1.6100 61.10 9.63 100 0.178678 9'-4 Pf 1.668 1552 10' -0 16.20 5.6 8.372 Sprinkler Pe 1551 10' -0 10.040 9'-4 Pv BL 1.6100 78.84 12.43 100 0.286363 9'-4 Pf 2.673 1551 10' -0 17.74 5.6 10.040 Sprinkler Pe 1550 10' -0 12.713 9'-4 Pv BL 1.6100 98.81 15.57 100 0.434794 37-4 Pf 16.232 1550 10' -0 19.97 5.6 12.713 Sprinkler Pe 1546 10' -0 28.945 37'-4 Pv BL 2.0670 98.81 9.45 100 0.128771 45' -8% Pf 6.807 1546 10' -0 5.6 28.945 7-1% Pe 135 10' -0 35.752 P0(7-1%) 52' -10Y2 Pv FM 4.2600 204.95 4.61 100 0.014671 9' -6'/: Pf 0.360 135 10' -0 106.14 35.752 Flow (q) from Route 3 15' -0'/: Pe -0.000 131 10' -0 36.112 fT(15' -0%) 24' -7 Pv FM 4.2600 425.35 9.57 100 0.056636 39' -7 Pf 2.963 131 10' -0 220.40 36.112 Flow (q) from Route 4 17-9 Pe 0.000 132 10' -0 39.075 2fE(6' -41/2) 52'-4 Pv BL 4.2600 425.35 9.57 100 0.056636 200' -2'/z Pf 16.844 132 10' -0 39.075 E(9' -4 97'-2% Pe 13.010 1291 8' -6 68.929 3E(9'- 41/2), 4EE(3' -9), 7fE(6' -4V4 297' -5 Pv FM 4.2600 425.35 9.57 100 0.056636 6' -3 Pf 2.205 1291 8' -6 68.929 32' -8 Pe 2.160 1286 3' -6 73.293 fE(6-41/2), DPV(26'-3%) 38' -11 Pv FM 4.2600 425.35 9.57 120 0.040421 3' -0 Pf 0.121 1286 3' -6 73.293 Pe 1.301 1288 0' -6 74.715 3' -0 Pv BL 4.2200 425.35 9.76 140 0.031821 3' -6 Pf 0.644 1288 0' -6 74.715 16-8'% Pe 1.517 . 1287 -3' -0 76.876 E(16' -8Y2) 20' -2Y2 Pv FM 4.2200 425.35 9.76 140 0.031821 109' -2 Pf 7.242 1287 -3' -0 76.876 Supply, 16' -8Y/ Pe 1 -3' -0 84.118 E(16'- 8' /z), BFP(- 3.236), S 125' -11 Pv 100.00 Hose Allowance At Source 1 525.35 v Route 2 BL 1.6100 14.82 2.33 100 0.012995 3' -0 Pf 0.113 1539 10' -0 14.82 5.6 7.000 Sprinkler, 5' -8'/ Pe 136 10' -0 7.113 T(5'-8%) 8'-8% Pv o Route 3 BL 1.6100 15.85 2.50 100 0.014718 6' -9 Pf 0.099 1668 10' -0 15.85 5.6 8.009 Sprinkler Pe 1565 10' -0 8.108 6' -9 Pv BL 1.6100 31.79 5.01 100 0.053363 9'-4 Pf 0.498 1565 10' -0 15.95 5.6 8.108 Sprinkler Pe -0.000 1564 10' -0 8.606 9'-4 Pv BL 1.6100 48.22 7.60 100 0.115322 9'-4 Pf 1.076 1564 10' -0 16.43 5.6 8.606 Sprinkler Pe 1563 10' -0 9.683 9'-4 Pv BL 1.6100 65.65 10.35 100 0.204061 9'-4 Pf 1.905 1563 10' -0 17.43 5.6 9.683 Sprinkler Pe 1562 10' -0 11.587 9'-4 Pv BL 1.6100 84.71 13.35 100 0.327027 9'-4 Pf 3.052 1562 10' -0 19.06 5.6 11.587 Sprinkler Pe 1561 10' -0 14.640 9'-4 Pv BL 1.6100 106.14 16.73 100 0.496310 18' -8� Pf 9.264 1561 10' -0 21.43 5.6 14.640 Sprinkler I Pe . 1559 10' -0 23.904 18' -8 Pv BL 2.0670 106.14 10.15 100 0.146990 66-3% Pf 11.843 1559 10' -0 5.6 23.904 14' -3 Pe 0.000 • 164 10' -0 35.747 2E(3' -7), PO(7-1%) 80' -7 Pv k© M.E.P.CAD, Inc. Qfi AutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:31AM Page 4 9119 [Hydraulic Analysis II Job Number: LM0010 R eport Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length . FM 4.2600 106.14 2.39 100 0.004343 1' -0 Pf 0.004 164 10' -0 35.747 Pe 135 10' -0 35.752 1' -0 Pv v Route 4 • BL 1.6100 16.90 2.66 100 0.016583 8'-4 Pf 0.138 1637 10' -0 16.90 5.6 9.111 Sprinkler Pe 1535 10' -0 9.249 8'-4 Pv BL 1.6100 33.93 5.35 100 0.060199 9'-4 Pf 0.562 1535 10'-0 17.03 5.6 9.249 Sprinkler Pe 1534 10'-0 9.811 9'-4 Pv BL 1.6100 51.48 8.11 100 0.130125 9'-4 Pf 1.215 1534 10' -0 17.54 5.6 9.811 Sprinkler Pe 1533 10'-0 11.026 9'-4 Pv BL 1.6100 70.07 11.04 100 0.230218 9'-4 Pf 2.149 1533 10' -0 18.59 5.6 11.026 Sprinkler Pe 1532 10'-0 13.175 9'-4 Pv BL 1.6100 90.40 14.25 100 0.368791 9'-4 Pf 3.442 1532 10' -0 20.33 5.6 13.175 Sprinkler Pe 1531 10' -0 16.617 9'-4 Pv BL 1.6100 113.22 17.84 100 0.559353 18' -8 Pf 10.441 1531 10' -0 22.83 5.6 16.617 Sprinkler Pe 1529 10'-0 27.058 18' -8 Pv BL 2.0670 113.22 10.83 100 0.165661 45' -8'/: Pf 8.757 1529 10' -0 5.6 27.058 7' -1'/ Pe 151 10' -0 35.815 PO(7' -1'/2) 52' -101/2 Pv FM 4.2600 220.40 4.96 100 0.016782 2' -8'/: Pf 0.298 151 10' -0 35.815 15' -0'/ Pe -0.000 131 10' -0 36.112 fT(15' -0'/2) 1T-9 Pv oat Route 5 BL 1.6100 20.08 3.16 100 0.022797 8' -1 Pf 0.184 1622 10' -0 20.08 5.6 12.853 Sprinkler Pe 1521 10'-0 13.037 8' -1 Pv BL 1.6100 40.30 6.35 100 0.082726 9'-4 Pf 0.772 1521 10'-0 20.22 5.6 13.037 Sprinkler Pe 1520 10'-0 13.809 9'-4 Pv BL 1.6100 61.11 9.63 100 0.178714 9'-4 Pf 1.668 1520 10' -0 20.81 5.6 13.809 Sprinkler Pe 1519 10' -0 15.477 9'-4 Pv _ BL 1.6100 83.14 13.10 100 0.315880 9'-4 Pf 2.948 1519 10' -0 22.03 5.6 15.477 Sprinkler Pe 1518 10' -0 18.425 9'-4 Pv BL 1.6100 107.18 16.89 100 0.505328 18' -8 Pf 9.433 . 1518 10'-0 24.04 5.6 18.425 Sprinkler Pe 1516 10' -0 27.858 18' -8 Pv BL 2.0670 107.18 10.25 100 0.149661 45' -8'/2 Pf 7.911 1516 10' -0 5.6 27.858 7' -1'/ Pe 150 10' -0 35.769 PO(7' -1'/2) 52' -10'/2 Pv FM 4.2600 107.18 2.41 100 0.004422 10' -3 Pf 0.045 150 10' -0 35.769 Pe 151 10' -0 35.815 10' -3 Pv Equivalent Pipe Lengths of Valves and Fittings (C =120 only) 1 C Value Multiplier II Actual Inside Diameter 4 87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 (N, © M.E.P.CAD, Inc. al AutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:31AM Page 5 111 [Hydraulic Analysis Job Number: LM0010 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Tum 90° FR Feed Riser Friction Loss psi /Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple P Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11% Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (N�, ©M.E.P.CAD, Inc. [ AutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:31AM Page 6 • kill[H Graph ` Job Number: LM0010 Report Description: Light Hazard Supply at Node 1 100 . 1 1 tatic Pressure 96.000 • ow. 1480.00 @ 94.000 90 425.35 @ 84.118 --1 I 525.35 with hose streams 80 H H 70 60 5 50 N N ystem demand curve a 40 30 • 20 10 0 111111111 It1111I lI 111111111 I l l l l l l t l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1_ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 50 300 450 600 750 900 1050 1200 1 350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 96.000 Residual Pressure 94.000 @ 1480.00 Available Pressure at Time of Test 95.706 @ 525.35 Syelem Demand 84.118 @ 425.35 • System Demand (Including Hose Allowance at Source) 84.118 @ 525.35 • f , © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:38AM Page 7 8111IFlow Diagram (Top View) ` Job Number: LM0010 Report Description: Light Hazard • TT^ L / MIEN J /4A UP IIiIt11111ta■ '1 .p, • • ti - 1 • —'r-- 1t • ., . -. _ • �ti }>' S ] �- ti� ti� I • r • rti ' u'p .) "Pf 4 ITr-rr I r &c) M.E.P.CAD, Inc. IJAutoSPRINK® VR8 v8.1.11 09/23/2010 11:44:46AM Page 8 Bulletin 136 Rev.M 0 ® Model Fl FR co M odel Fl FR Recessed 5• Quick Response Sprinklers K Model Fl FR Sprinkler Types �P Standard Upright" ` - Standard Pendent I ' uasu Conventional , ,1 Vertical Sidewall ° r I Sql I Horizontal Sidewall , . . - HSW 1 Deflector = , . - , Model Fl FR Recessed Sprinkler Types . '-=� Recessed Pendent Upright Pendent Recessed Horizontal Sidewall - HSW 1 Deflector - ,,_ ,. Listings & Approvals r - , � 1. Listed by Underwriters Laboratories, Inc. (UL) .x 2. Listed by Underwriters' Laboratories of Canada (ULC) I 3. Certified by FM Approvals I .. - �` 4. Loss Prevention Council (LPC, UK) r ,r 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1' 7. Verband der Schadenversicherer (VdS, Germany) . :. it _ - 8. NYC MEA 258 -93-E UL Listing Category Vertical Sidewall Conventional Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to ''' ','�� r • Model Fl FR Vertical Sidewall Sprinklers. s Product Description Horizontal Sidewall Recessed Pendent Reliable Models F1FR and F1FR Recessed Sprinklers are HSW 1 Deflector (Model FP Shown) I quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. pands, forcing the bubble smaller and smaller as the liquid The Models Fl FR and Fl FR Recessed automatic sprinklers pressure increases. Continued heating forces the liquid to utilize a 3.0 mm frangible glass bulb. These sprinklers have push out against the bulb, causing the glass to shatter, demonstrated response times in laboratory tests which are opening the waterway and allowing the deflector to distrib- five to ten times faster than standard response sprinklers. This ute the discharging water. quick response enables the Model Fl FR and Fl FR Recessed sprinklers to apply water to a fire much faster than standard Application sprinklers of the same temperature rating. Quick response sprinklers are used in fixed fire protec- The glass bulb consists of an accurately controlled amount tion systems: Wet, Dry, Deluge or Preaction. Care must be of special fluid hermetically sealed inside a precisely manu- exercised that the orifice size, temperature rating, deflector factured glass capsule. This glass bulb is specially con- style and sprinkler type are in accordance with the latest structed to provide fast thermal response. The balance of published standards of the National Fire Protection Asso- parts are made of brass, copper and beryllium nickel. ciation or the approving Authority Having Jurisdiction. At normal temperatures, the glass bulb contains the fluid Quick response sprinklers are intended for installation as in both the liquid and vapor phases. The vapor phase can specified in NFPA 13. Quick response sprinklers and stan- be seen as a small bubble. As heat is applied, the liquid ex- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor S rinkler royal Sprinkler Identification Standard- Upright (SSU) and Pendent (SSP) p �p Number (SIN) Deflectors Marked to Indicate Position US Metric Height Organization SSU SSP . X" (15mm) Standard Orifice with y" NPT (R,) Thread 5.6 80 2.2" (56mm) 12,3,4,5,6,7 R3625 R3615 1 %2' (20mm) Large Orifice with 3;" NPT (R %)Thread 8.0 115 2.3" (58mm) 12,3,4,7,8 R3622 R3612 %F' (17mm) Small Orifice with }' NPT (R,) Thread 4.2 60 2 2" (56mm) 12,8 R3623 R3613 %" (10mm) Small Orifice with }Z" NPT (RX) Thread 2.8 40 2.2" (56mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R %" Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional-Install in Upright or Pendent Position 10mm Orifice XLH with R% Thread 4.2 60 56mm — R3674 15mm Standard Orifice with y" NPT (RX) Thread 5 6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3 /4' NPT (R 8 0 115 58mm 4,7 R3672 '^y A. .gyp {i AG o 1 : 1 � it 111111.) - 1; r l l Z - 7 ' '''' t___ - Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler I Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) . Y2" (15mm) y" NPT (R1) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 ' %2" (20mm) %" NPT (R 8.0 115 2.3" (58mm) 1,2,3,8 R3612 %fi' (11mm) y" NPT (R'h) 4 2 60 2.2' (56mm) 1,2,8 R3613 %" (10mm) y" NPT (RY) 2.8 40 2.2" (56mm) 1,2,8 R3611 10mm R% 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions �_ 2 1/4' HOLE Du y - 0 . -- 2 5/8' Dui (66.7mm� (572mm) HOLE IN CEILING �_ I 15/16" 014 y j 2 5/16 DIA [58.7mm] (49 2mm) CUP =m_ r te_ - -- =3 , 1' x I/1' REDUCER I I 1" X 1/7 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH 0055 / 1— ,„ // � FACE OF FITTING J CEILING L J ADJUSTMENT (I) clip w, ,,� I CEILING DIMENSION -_ ��1•lltllr� =� i WI/ri i 1 f , , 08 , FACE of rlTrlNc I TO FACE OF CEILING \ ` I � DIMENSION I � \\ ``�/ 1 II (3 2mmJ A "(') 1 i�I M 1 1 27/32 Du ADJUSTMENT -- -- '� [722mm] 1561001_C -- -- 361505_A (1) REFER TO FI & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS (I) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS 2. • Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent - Approval Type: Light Hazard Occupancy • Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler • Orifice Size US Metric Height Organizations Num beer r (SIN) Number ye '/z" NPT (R1/2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm 1/2" NPT (R1/2) 5.6 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only Orientation Deflector to Ceiling Dimension (Min. - Max.) A Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) Vertical Sidewall 1 US Patent No. 6,374,920 Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: - Approval Organizations K Factor and Type of Approval Sprinkler Identification Nominal Thread Sprinkler Light Ordinary Number (SIN) Orifice Size US Metric Length Hazard Hazard • y" (15mm) y" NPT(R1/2) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. 136FG04 . 1 () FACE OF FITTING TO WALL DIMENSION - ..�.. - % 1 1/4" MIN Off pp ' (31 8mm] L,, Iii ffi t - ... r , - ;i \� - . „.4 2 1/4 " HOLE DIA ] ( 4,. - 6.. `t (57 2mm ] f 01.6mm - 152 4mm ) w , i . ' . j . l CD ' C (31/::: n /^1 1l = CEILING TO _ ` ; = { ' 1 ” X I /2" REDUCER DEFLECTOR 1 15/16" DL4 I ° 0 7 Y' "l � r��t� 1 Horizontal Sidewall (492mm . 1 — ryn,��>a 2 27/32" D/A i in 4„,„„,,, � [72.2mm .. l_ 4_ TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS . 1 ADJUSIMLNI (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. Installation Quick response sprinklers are intended for installation as cleaning fluids. Remove dust by using a soft brush or gen- specified in NFPA 13. Quick response sprinklers and stan- tie vacuuming. Remove any sprinkler which has been dard response sprinklers should not be intermixed. painted (other than factory applied) or damaged in any The Model Fl FR Recessed Quick Response Sprinklers are to way. A stock of spare sprinklers should be maintained to be installed as shown. The Model Fl or F2 Escutcheons illus- allow quick replacement of damaged or operated sprin- trated are the only recessed escutcheons to be used with the klers. Prior to installation, sprinklers should be maintained Model Fl FR Sprinklers. The use of any other recessed escutch- in the original cartons and packaging until used to mini - eon will void all approvals and negate all warranties. mize the potential for damage to sprinklers that would When installing Model Fl FR Sprinklers, use the Model D Sprin- cause improper operation or non -operation. kler Wrench. When installing Model Fl FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Sprinkler Types other type of wrench may damage these sprinklers. Standard Upright Glass bulb sprinklers have orange bulb protectors to minimize Standard Pendent bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER Conventional SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- Sidewall (Vertical, Horizontal HSW1) moval of the protectors before this time may leave the bulb vul- Recessed Pendent nerable to damage. RASCO wrenches are designed to install Recessed Horizontal Sidewall HSW1 sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS Finishes "' ' TO REMOVE THE PROTECTORS. Standard Finishes Temperature Ratings Sprinkler Escutcheon Bronze Brass Sprinkler Max Ambient Bulb Chrome Plated Chrome Plated (3) Classification Temperature Temp. Color White Polyester Coated White Painted (3) °C °F Ordinary Special Application Finishes ry 57 135 100°F (38°C) Orange Ordinary 68 155 100°F (38°C) Red Sprinkler Escutcheon Intermediate 79 175 150°F (66°C) Yellow Bright Brass Bright Brass Intermediate 93 200 150°F(66°C) Green High (1) 141 286 225°F (107°C) Blue Black Plated Black Plated Black Paint Black Paint (1) Not available for recessed sprinklers. Off White Off White Escutcheon Data Satin Chrome Satin Chrome Esc:lawn Faced Rting ( Other finishes and colors are available on special order. App 's Adjust/not Dimension toCeStrtgor Consult the factory for details. model Wall D n ( FM Approvals is limited to bronze and brass, chrome or black - 1X „ plated finishes only Max Recess (38.1mm) Y;6" -' %8' ( FP Push- on/Thread -off escutcheon Fl 12,4,8 Min Recess 3/4" (5rrvn - 24mm) . (19.1mm) Ordering Information ix" F2 12,3,4,5,7,8 Max Recess (38.1mm) Yle " - 'y18" Specify: Min Recess , y, 6 " (5mm -17mm) 1. Sprinkler Model (24mm) 2. Sprinkler Type FP 1,2 Max Recessed 1Y," (38.1mm) 3. Orifice Size Push -on/ (11mm) 4. Deflector Type mreadofr 1,2 Min Recessed (24mm) m 1 "(25.4mm) 5. Temperature Rating No Dimensional Figure for FP 6. Sprinkler Finish 7. Escutcheon Type Maintenance 8. Escutcheon Finish (where applicable) The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system Note: When Model F1FR Recessed sprinklers are maintained in accordance with NFPA 25. Do not clean ordered, the sprinklers and escutcheons are packaged sprinklers with soap and water, ammonia or any other separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by .. Reilabl® The Reliable Automatic Sprinkler Co., Inc. ® R Paperd (800)431-1588 Sales Offices (800)848 Sales Fax Revision lines indicate updated or new data (914)668 -3470 Corporate Offices www rehabtesprinkler corn Internet Address EG Printeo in U S A 7/05 P/N9999970027 12-2-9 I 5LA/ KV16 I I F 10 zo Ito - ocro Hill [Hydraulic Overview 5 3 • 2-o 10 Job Number: LM0010 - Community Area Report Description: Light Hazard Job Job Number Design Engineer LM0010 Jared Hill Job Name Phone FAX It The Knoll (503) 657 -5155 (503) 657 -5182 Address 1 State CwWICatWVUceroe blunter 8485 SW Hunziker 104570 Address 2 ANJ City of Tigard Cry state I np Code Job Site Tigard OR System Density Area of Application 0.100gpm/ft 1500.006 (Actual 935.346 Most Damaging Winkler Data Hose Sawn 5.6 K -Factor 18.00 at 10.332 100.00 Coverage Per Sprhrlder Number of Spdnldera Calculated 225.006 10 System Prewrre Demand System Flow Demand 61.618 190.70 Total Demand Pressure Result 290.70 @ 61.618 +34.284 (35.7 %) Supplies Check Point Gauges Node Flow(gam) Hose Flow(oom) Static(osi) Residual(osi) I entifier Pressure(asil K- Factor(K) Flow(acm) 1 1480.00 100.00 96.000 94.000 a s D PRop RECEIVED , N G IN 4 ,9 s 807&PE taw MAY -471110 e___Yvq CITY OFTIGARD oRuioN BUILDING DIVISION y G Nf 30, 2el lo t I EXPIRES: 10(3o // The Knoll.cad Supply at Node 1 (1480.00, 100.00, 96.000, 94.000) —= +-- 100 &1_11_1 - tatic Pressure 96.000' • 90 1480.00 @ 94.000- 80 70 190.70 @ 61.618 60 290.70 with hose streams g 50 I� 0 40 ystem demand curve 30 20 ,:-.. 10 • [ O , 11111111111111111111111 111111111 111111111 111111111 liii III It 111111 11 1 I 450 600 750 900 1050 1200 1350 1500 Water flow, gpm 1- - © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/03/2010 2:57:50PM Page 1 e ill 'J [Hydraulic Summary II Job Number: LM0010 - Community Area Report Description: Light Hazard Job Job Number Design Engineer LM0010 Jared Hill Job Name Stab CmtM 00tio&Ucense Number The Knoll 104570 Addreaa 1 I Nu 8485 SW Hunziker I City of Tigard Adaesa 2 ' Job Site ' City State Zip Corte Drawing Name Tigard OR The Knoll.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy 1 Job Sudbr 5.6 K- Factor 18.00 at 10.332 Light Hazard Community Area Hose Allowance At Some Density 1 Area of Application 100.00 0.100gpm/ft 1500.00ft (Actual 935.34ft Additlonat Hose Supplies Number Of Sprinklers Caodebd Coverage Per SpMUe Node Flow(gom) 10 225.00ft NAoPeak Rosetta Pressure For Ramie Avesta) Ad)acent To Most Remote Area Taal Hose Stream 100.00 • System Flow Demand -Total Water Required Dnading Hose Allowance) 190.70 290.70 Maximum Pressure Unbatance In Loops 0.000 Madrraan Veodly Above Ground ' - • 23.96 between nodes 1334 and 714 Madmen Vetodty Under Ground • Volume capadty of Wet Pipes vase capacity of Dry Pipes 716.48gal Supplies "" Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin 44 Node (Wm) (psi) (psi) (qpm) (psi) (gpm) (psi) (psi) 1 100.00 96.000 94.000 F 1480.00 95.902 I 290.70 61.618 34.284 Contractor Cannata Humber Contact Name Cooled use 21 Jared Hill Fire Protection Enginee Name of Contractor Phan Edenalon — I Western States Fire Protection Co. (503) 657 -5155 - Address 1 FAX 13896 Fir St. Suite B (503) 657 -5182 Address 2 E-mail Jared.Hill @wsfp.us City State Zip Code Web -Srte Oregon City OR 97045 , k, © M.E.P.CAD, Inc. J AutoSPRINK® VR7 v7.1.7 05/03/2010 2:58:03PM Page 2 r ' 1111Summary Of Outflowing Devices Job Number: LM0010 - Community Area Report Description: Light Hazard Actual Flow Minimum Flow K- Factor I Pressure Device (gpm) (gpm) (K) I (psi) Sprinkler 1450 19.21 _ 14.80 5.6 I 11.766 Sprinkler 1456 17.52 14.80 5.6 ` 9.785 Sprinkler 1466 18.54 18.00 5.6 I 10.961 b Sprinkler 1467 18.00 18.00 5.6 I 10.332 Sprinkler 1468 18.00 18.00 5.6 10.332 ' Sprinkler 1487 21.03 14.80 5.6 14.104 Sprinkler 1508 18.89 18.00 5.6 11.379 Sprinkler 1509 18.88 _ 18.00 5.6 11.367 Sprinkler 1510 19.30 18.00 5.6 11.876 Sprinkler 1511 21.33 14.80 5.6 14.507 b Most Demanding Sprinkler Data I r&, © M.E.P.CAD, Inc. Ea AutoSPRINK® VR7 v7.1.7 05/03/2010 2:58:08PM Page 3 N 9119 (Hydraulic Analysis Job Number: LM0010 - Community Area Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length GI Route 1 DR 0.8740 0=18.00 9.63 C =150 0.172371 0' -9 Pf 0.646 1467 8' -3 q =18.00 K =5.6 10.332 Spr(- 10.332) 3' -0 Pe -0.325 670 9' -0 10.653 T(3' -0) 3' -9 Pv BL 1.1010 0=17.92 6.04 C =150 0.055507 12' -0 Pt 0.666 670 9'-0 10.653 Pe 669 9'-0 11.319 12'-0 Pv BL 1.1010 Q =36.46 12.29 C =150 0.206605 0' -6 Pf 1.136 669 9' -0 11.319 5' -0 Pe 668 9'-0 12.455 T(5' -0) 5'-6 Pv BL 1.3940 Q =57.49 12.08 C =150 0.152055 4' -6% Pf 0.691 668 9' -0 12.455 Pe 644 9' -0 13.146 4' -6% Pv BL 1.3940 0=76.70 16.12 C =150 0.259198 5'-4 Pf 2.938 644 9' -0 13.146 6' -0 Pe 633 9' -0 16.084 T(6' -0) 11'-4 Pv BL 1.1010 Q =36.59 12.33 C=150 _ _ 0.208033 37' -10 Pf 9.951 633 9'-0 16.084 10' -0 Pe 609 9' -0 26.035 E(5' -0), T(5' -0) 47' -10 Pv BL 1.3940 0=76.70 16.12 C =150 0.259198 57-5 Pf 16.697 609 9'-0 26.035 12' -0 Pe 653 9'-0 42.732 E(6' -0), T(6' -0) 64' -5 Pv FM 2.0030 Q= 190.70 19.42 C =150 0.239230 1' -9 Pf 0.414 653 9'-0 42.732 Pe 0.000 1330 9'-0 43.146 1' -9 Pv FM 2.1570 0= 190.70 16.74 C =120 0.252020 11' -5% Pf 10.016 1330 9'-0 43.146 28'-3% Pe 3.342 1149 1' -3'/: 56.504 2fE(4'- 31/2), BV(7' -4%), PO(12' -Z 6) 39' -9 Pv FM 4.2600 0= 190.70 4.29 C =120 0.009163 0' -9'/ Pf 0.007 1149 1' -3 56.504 Pe 0.343 1148 0'-6 56.854 0'-9% Pv BL 4.2200 0= 190.70 4.37 C =140 0.007214 3'-6 Pf 0.146 1148 0'-6 56.854 16' -8'% Pe 1.517 1147 -3'-0 58.518 E(16' -8' /z) 20' -2% Pv FM 4.2200 0= 190.70 4.37 C =140 0.007214 109' -2 Pf 3.100 1147 -3'-0 58.518 16' -81/2 Pe 1 -3'-0 61.618 E(16'- 8'/z), BFP(- 2.192), S 125' -11 Pv • Route 2 DR 0.8740 0=18.00 9.63 C =150 0.172371 0' -9 Pf 0.646 1468 8' -3 q =18.00 K =5.6 10.332 Spr(- 10.332) 3' -0 Pe -0.325 671 9'-0 10.653 T(3' -0) 3' -9 Pv BL 1.1010 0=18.08 6.09 C =150 0.056478 3' -8 Pf 0.207 671 9'-0 10.653 Pe 672 9'-0 10.860 3'-8 Pv BL 1.1010 0=35.60 12.00 C =150 0.197740 8' -1 Pf 3.577 672 9'-0 10.860 10'-0 Pe 706 9'-0 14.437 2E(5' -0) 18' -1 Pv BL 1.1010 0=56.63 19.08 C =150 0.466702 50' -41/2 Pf 25.842 706 9' -0 14.437 5' -0 Pe 714 9'-0 40.279 T(5' -0) 55'x'/: Pv BL 1.3940 0= 114.00 23.96 C =150 0.539623 2' -1'/ Pf 1.149 714 9'-0 40.279 Pe 1334 9'-0 41.427 2' -1'% Pv BL 2.0030 0= 114.00 11.61 C =150 0.092356 4' -1'/ Pf 1.305 1334 9' -0 41.427 10' -0 Pe 653 9'-0 42.732 T(10' -0) 14' -1'% Pv ✓ Route 3 DR 0.8740 0=18.54 9.91 C =150 0.182067 0' -9 Pf 0.683 1466 8' -3 q =18.54 K =5.6 10.961 Spr(- 10.961) 3' -0 Pe -0.325 669 9'-0 11.319 T(3' -0) 3' -9 Pv w Route 4 DR 0.8740 0=18.88 10.10 C =150 0.188286 0' -9 Pf 0.706 1509 8' -3 q =18.88 K =5.6 11.367 Spr(- 11.367) 3' -0 Pe -0.325 _ 746 9' -0 11.748 T(3' -0) 3' -9 Pv BL 1.1010 0=2.14 0.72 C =150 0.001089 12' -0 Pf 0.013 746 9' -0 11.748 Pe 744 9' -0 11.761 12' -0 Pv BL 1.1010 0=21.03 7.09 C =150 0.074666 0' -6 Pf 0.411 744 9' -0 11.761 5' -0 Pe 743 9' -0 12.171 T(5' -0) 5' -6 Pv BL 1.3940 0=21.03 4.42 C =150 0.023663 17-0 Pf 0.284 743 9' -0 12.171 Pe 668 9' -0 12.455 12' -0 Pv a6,, © M.E.P.CAD, Inc. {l AutoSPRINK® VR7 v7.1.7 05/03/2010 2:58:12PM Page 4 r i 1111Hydraulic Analysis II Job Number: LM0010 - Community Area Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length o Route 5 DR 0.8740 Q =18.89 10.10 C =150 0.188475 0' -9 Pf 0.707 1508 8' -3 q =18.89 K =5.6 11.379 Spr(- 11.379) 3' -0 Pe -0.325 744 9'-0 11.761 T(3' -0) 3' -9 Pv ,. v Route 6 DR 0.8740 0=19.30 10.32 C =150 0.196077 0' -9 Pf 0.735 1510 8' -3 q =19.30 K =5.6 11.876 Spr(- 11.876) 3' -0 Pe -0.325 747 9'-0 12.286 T(3' -0) 3' -9 Pv BL 1.1010 0=36.04 12.14 C =150 0.202252 12' -9 Pf 2.583 747 9'-0 12.286 Pe 750 9'-0 14.869 12' -9 Pv BL 1.1010 0=57.37 19.33 C =150 0.477978 45' -6'/ Pf 24.167 750 9' -0 14.869 5'-0 Pe 1427 9'-0 39.036 T(5' -0) 50' -6'/2 Pv BL 1.3940 0=57.37 12.06 C =150 0.151479 8' -2'% Pf 1.243 1427 9' -0 39.036 Pe 714 9'-0 40.279 8' -2'/2 Pv Gil Route 7 DR 0.8740 0=17.52 9.37 C =150 0.163923 1' -9 Pf 0.943 1456 7' -3 q =17.52 K =5.6 9.785 Spr(- 9.785) 4'-0 Pe -0.759 657 9'-0 9.969 E(4' -0) 5' -9 Pv BL 0.8740 0=17.52 9.37 C =150 0.163923 2' -5 Pf 0.891 657 9'-0 9.969 3'-0 Pe 672 9'-0 10.860 T(3' -0) 5' -5 Pv Route 8 DR 0.8740 0=19.21 10.27 C =150 0.194399 1' -9 Pf 1.118 1450 7' -3 q =19.21 K =5.6 11.766 Spr(- 11.766) 4' -0 Pe -0.759 643 9' -0 12.125 E(4' -0) 5' -9 Pv BL 0.8740 0=19.21 10.27 C =150 0.194399 2' -3 Pf 1.021 643 9' -0 12.125 3' -0 Pe 644 9'-0 13.146 T(3' -0) 5' -3 Pv Route 9 DR 0.8740 0=21.03 11.25 C =150 0.229872 1' -9 Pf 1.092 1487 7' -3 q =21.03 K =5.6 14.104 Spr(- 14.104) 3' -0 Pe -0.759 • 706 9' -0 14.437 T(3' -0) 4' -9 Pv Route 10 DR 0.8740 0=21.33 11.41 C =150 0.235948 V -9 Pf 1.121 1511 7' -3 q =21.33 K =5.6 14.507 Spr(- 14.507) 3' -0 Pe -0.759 • 750 9' -0 14.869 T(3' -0) 4' -9 Pv ✓ Route 11 BL 1.1010 0=0.08 0.03 C =150 0.000003 11'-0 Pf 0.000 670 9'-0 10.653 Pe 671 9'-0 10.653 11' -0 Pv ✓ Route 12 BL 1.1010 0=16.74 5.64 C =150 0.048959 11-0 Pf 0.539 746 9' -0 11.748 Pe 747 9'-0 12.286 11'-0 Pv v Route 13 BL 1.3940 0=40.10 8.43 C =150 0.078107 36' -1'V Pf 3.759 633 9' -0 16.084 12'-0 Pe 563 9'-0 19.843 E(6' -0), T(6' -0) 48' -1Y Pv BL 1.1010 Q =20.75 6.99 C =150 0.072816 64' -0'/: Pf 5.027 563 9'-0 19.843 5'-0 Pe 579 9' -0 24.870 T(5' -0) 69' -0'% Pv BL 1.3940 0=40.10 8.43 C =150 0.078107 8' -11 Pf 1.165 579 9' -0 24.870 6' -0 Pe 609 9' -0 26.035 T(6' -0) 14' -11 Pv v Route 14 BL 1.3940 0=19.36 4.07 C =150 0.020297 8' -11 Pf 0.181 526 9' -0 24.689 Pe 579 9' -0 24.870 8' -11 Pv GI Route 15 BL 1.3940 0=19.36 4.07 C =150 0.020297 8' -11 Pf 0.425 563 9' -0 19.843 T(6' -0) 12'-0 Pe 516 9' -0 20.267 E(6' -0) 20' -11 Pv BL 1.1010 Q =19.36 6.52 C =150 0.064045 64' -0' /% Pf 4.422 516 9' -0 20.267 5'-0 Pe 526 9' -0 24.689 E(5' -0) 69' -0'% Pv (N, © M.E.P.CAD, Inc. ER AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:58:12PM Page 5 kill (Hydraulic Analysis Job Number: LM0010 - Community Area Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings (C =120 only) C Value Multiplier I / Actual Inside Diameter 1 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter J = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend • AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Tum 90° FR Feed Riser Friction Loss psi /Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig PI Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11'/.° Elbow Ee2 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (1V�, © M.E.P.CAD, Inc. AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:58:12PM Page 6 111(H Graph Job Number: LM0010 - Community Area Report Description: Light Hazard Supply at Node 1 100 I I I tatic Pressure 96 000 1480.00 @ 94.000 90 80 70 190.70 @ 61.618 60 290.70 with hose streams E 50 N d 40 System demand curve 30 I zo 10 0 s"um t mi.. 111111111 111111111 t i t I t t t t t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t t 1 1 1 1 1 1 1 1 1 Q lso 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic crept Supply at Node 1 Static. Pressure 96.000 Residual Pressure 1480.00 @ 94.000 • Available Pressure ® Time of Test 95.902 © 290.70 System Demand 190.70 @ 61.618 • System Demand (Indicting Mae A4wanm) 290.70 @ 61.618 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/03/2010 2:58:21 PM Page 7 Hill[Flow Diagram (Top View) Job Number: LM0010 - Community Area Report Description: Light Hazard - --� - - , C ti Cr ti ' ti p { • r r4 • , I , I I _ .5 L . iev pia �wasw- 11 © M.E.P.CAD, Inc. AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:58:25PM Page 8 e • Bulletin 136 Rev.M ® Model Fl FR co Model Fl FR Recessed h Quick Response Sprinklers CD K Model F1FR Sprinlder Types Standard Upright", Standard Pendent . Conventional Vertical Sidewall iti '; Horizontal Sidewall 14,_ - HSW 1 Deflector - , --: ,..,_.k _ Model Fl FR Recessed Sprinkler Types _ - ' ' ='� Recessed Pendent Upright Pendent Recessed Horizontal Sidewall - HSW 1 Deflector - _ ,. . Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals � 4. Loss Prevention Council (LPC, UK) �r-� t =- ' 5. NYC BS&A No. 587 -75 -SA F 6. Meets MIL- S -901C and MIL -STD 167 -1 ;-:i 7. Verband der Schadenversicherer (VdS, Germany) - 8. NYC MEA 258 -93-E - UL Listing Category Vertical Sidewall Conventional Sprinklers, Automatic & Open . Quick Response Sprinkler UL Guide Number VNIV — •'• .. ,,,..7„1. ( L i 1. Patents: US Patent No. 6,374,920 Applies to` Model Fl FR Vertical Sidewall Sprinklers. t ? f. `� a Product Description Horizontal Sidewall Recessed Pendent Reliable Models F1FR and F1FR Recessed Sprinklers are HSW 1 Deflector (Model FP Shown) I quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. pands, forcing the bubble smaller and smaller as the liquid The Models Fl FR and Fl FR Recessed automatic sprinklers pressure increases. Continued heating forces the liquid to utilize a 3.0 mm frangible glass bulb. These sprinklers have push out against the bulb, causing the glass to shatter, demonstrated response times in laboratory tests which are opening the waterway and allowing the deflector to distrib- five to ten times faster than standard response sprinklers. This ute the discharging water. quick response enables the Model Fl FR and Fl FR Recessed sprinklers to apply water to a fire much faster than standard Application sprinklers of the same temperature rating. Quick response sprinklers are used in fixed fire protec- The glass bulb consists of an accurately controlled amount tion systems: Wet, Dry, Deluge or Preaction. Care must be of special fluid hermetically sealed inside a precisely manu- exercised that the orifice size, temperature rating, deflector factured glass capsule. This glass bulb is specially con- style and sprinkler type are in accordance with the latest structed to provide fast thermal response. The balance of published standards of the National Fire Protection Asso- parts are made of brass, copper and beryllium nickel. ciation or the approving Authority Having Jurisdiction. . At normal temperatures, the glass bulb contains the fluid Quick response sprinklers are intended for installation as in both the liquid and vapor phases. The vapor phase can specified in NFPA 13. Quick response sprinklers and stan- be seen as a small bubble. As heat is applied, the liquid ex- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 • •• Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Identification Standard - Upright (SSU) and Pendent (SSP) Sprinkler Approval Number (SIN) Deflectors Marked to Indicate Position US Metric Height Organization SSU SSP r /2 y, " (15mm) Standard Orifice with " NPT (R}2) Thread 5 6 80 22' (56mm) 12,3,4,5,6,7 R3625 R3615 1T %21 (20mm) Large Orifice with 3 NPT (R 8.0 115 2.3" (58mm) 1,2,3,4,7,8 R3622 R3612 T/, fi' (17mm) Small Orifice with }2" NPT (R)2) Thread 4 2 60 2 2" (56mm) 1,2,8 R3623 R3613 y" (10mm) Small Orifice with y," NPT (R}2) Thread 2.8 40 2.2" (56mm) 1,2,8 R3621 R3611 l0mm Orifice XLH with RV" Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional-Install in Upright or Pendent Position 10mm Orifice XLH with R% Thread 4.2 60 56mm R3674 15mm Standard Orifice with /2" NPT (R/ Thread 5.6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3 A" NPT (R 8.0 115 58mm 4,7 R3672 t . tom . ( .1 < X 1 I. l 1lLiT 0, 777 tr____ i Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench . Installation Data: Nominal Thread K Factor Sprinkler Approvelt Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) Y2 (15mm) y" NPT (R1/2) 5.6 80 2.2' (56mm) 1,2,3,4,5,7,8 R3615 ' %Z' (20mm) 3;" NPT (R /4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 % (11mm) y" NPT (R1/2) 4.2 60 2.2" (56mm) 1,2,8 R3613 %" (10mm) y" NPT (R1/2) 2.8 40 2.2' (56mm) 1,2,8 R3611 10mm RY 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. -0— 2 5/8" ON. (66.7mm] �— 2 I /4" HOLE OW. HOLE IN CEILING (57.2mm) F I 15/16' DIA __ ...0 1 5/16" DIA. [58.7mmJ (49 2mm) CLIP r - r L _ _ _ I _ K I /2' REDUCER I I 1" X 1/2' REDUCER TURN COLLAR 1 UNTIL TIGHT AGAINST SPRINKLER WRENCH 8055 I I ' I \ \ ■ , I � - � i— `, FACE OF PITTING TO(I' L ��_ J AO,/USTNENT (" CEILING DIMENSION CEILING =I � � � , i / „i ' _ 03 V d �,_ FACE OF FITTING L. TO FACE OF CEILING Imo 1�\ i¼UJir', DIM (P (l.7mm) . LLLtititi \ \ \ \ \\ LW.= ( " " (I) li 2 27/32' DIA ADJUSTMENT - _ _ I (72.2mm) I36FCOI_E .16FG05_A (I) REFER TO Fl & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS (I) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS 2. • Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Orifice Size US Metric Height Organizations .. Num beer r ( (SIN) 1 /2x' 1/2" NPT (R1) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm 'h" NPT (R') 5.6 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only. Deflector to Ceiling ; Orientation .,, Dimension (Min. - Max.) Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) (" ;f Vertical Sidewall I US Patent No. 6,374,920 Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Identification Nominal Thread Sprinkler Light Ordinary Number (SIN) Orifice Size US Metric Length Hazard Hazard / (15mm) y" NPT(R') 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon 136FG04 4 "' - - " - ) FACE OF FITTING TO • WALL DIMENSION r ( _ ;' .. 1 !/ m] j I �, • ' . 2 1/4 HOLE DIA " l3 L8mmJ .�� 1,4 f'w�� I /8" 4 " - . V • t d. l572mmJ 0 (101 6mm- 15? 4mmJ i ` r l % CEILING TO 4\ ;. 1" X I /2" REDUCER \ DEFLECTOR — r'� i- _ 1 15 /I6" DIA i i ' E li` s Ill , 1. , 1 Horizontal Sidewall 492mm — �-- ,,,,,1 :—. I� ! J _ l ,,-, ' 27/32" DIA. [ ' � 7 2.2mm] L -- i r TURN COLLAR UNTIL '�``• TIGHT AGAINST SPRINKLER `\ WRENCH BOSS � � AWUSIML NI (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. Installation Quick response sprinklers are intended for installation as cleaning fluids. Remove dust by using a soft brush or gen- specified in NFPA 13. Quick response sprinklers and stan- tie vacuuming. Remove any sprinkler which has been dard response sprinklers should not be intermixed. painted (other than factory applied) or damaged in any The Model F1FR Recessed Quick Response Sprinklers are to way. A stock of spare sprinklers should be maintained to ' be installed as shown. The Model Fl or F2 Escutcheons illus- allow quick replacement of damaged or operated sprin- trated are the only recessed escutcheons to be used with the klers. Prior to installation, sprinklers should be maintained Model Fl FR Sprinklers. The use of any other recessed escutch- in the original cartons and packaging until used to mini- - eon will void all approvals and negate all warranties. mize the potential for damage to sprinklers that would When installing Model Fl FR Sprinklers, use the Model D Sprin- cause improper operation or non - operation. kler Wrench. When installing Model Fl FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Sprinkler Types other type of wrench may damage these sprinklers. Standard Upright Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- Standard Pendent MOVE THIS PROTECTION AT THE TIME THE SPRINKLER Conventional SYSTEM IS RACED IN SERVICE FOR FIRE PROTECTION. Re- Sidewall (Vertical, Horizontal HSW1) moval of the protectors before this time may leave the bulb vul- Recessed Pendent nerable to damage. RASCO wrenches are designed to install Recessed Horizontal Sidewall HSW1 sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS Finishes ") TO REMOVE THE PROTECTORS. Standard Finishes Temperature Sprinkler Escutcheon emperature Ratings Bronze Brass Sprinkler Max Ambient Bulb Chrome Plated Chrome Plated (3) Classification Temperature Temp. Color White Polyester Coated White Painted (3) °C °F Ordinary 57 135 100°F (38°C) Orange Special Application Finishes Ordinary 68 155 103°F(38°C) Red Sprinkler Escutcheon Intermediate 79 175 150°F(66°C) Yellow Bright Brass Bright Brass Intermediate 93 200 150°F (66°C) Green Black Plated Black Plated High (1) 141 286 225°F(107°C) Blue Black Paint Black Paint (1) Not available for recessed sprinklers. Off White Off White _ Escutcheon Data Satin Chrome Satin Chrome Face of Fitting ( Other finishes and colors are available on special order. E A n Appiovals Adµslnent i .Our nsiort toCeiiirtgar Consult the factory for details. - Wall D ( FM Approvals is limited to bronze and brass, chrome or black 1y " plated finishes only. Max Recess (38.1mm) % " - 'Ye' ( FP Push - on/Thread -off escutcheon Fl 1,2,4,8 Min Recess x, " (5mm - 24mm) (19.1mm) Ordering Information 1y" F2 1,2,3,4,5,7,8 Max Recess (38.1mm) X6"-'y,6" Specify: Min Recess 'Y, (5mm -17mm) 1. Sprinkler Model (24mm) 2. Sprinkler Type 1,2 Max Recessed 716 1y (38.1mm) 3. Orifice Size P,� (11mm) 4. Deflector Type Thread-off 1,2 Min Recessed (24mm) e 1" (25.4mm) 5. Temperature Rating No Dimensional Figure for FP 6. Sprinkler Finish 7. Escutcheon Type Maintenance 8. Escutcheon Finish (where applicable) The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system Note: When Model F1FR Recessed sprinklers are maintained in accordance with NFPA 25. Do not clean ordered, the sprinklers and escutcheons are packaged sprinklers with soap and water, ammonia or any other separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® R Pap ' ReI (800)431 -1588 Sales Offices (800)848-6051 31 -158 Sales Fax Corporate Offices Revision lines indicate updated or new data (914)668-3470 www reliabiesprinkler com Internet Address EG Printed in U S A 7/05 P/N9999970027 Fp5Za10 - 000 { 9 [Hydraulic Overview Job Number: LM0010 - Apartment Report Description: Light Hazard Job Job Number Dealur, EngMer LM0010 Jared Hill Job Home Phone FM The Knoll (503) 657 -5155 (503) 657 -5182 Addreee 1 State CwWlratiow eue Waller 8485 SW Hunziker 104570 Address 2 AH.1 City of Tigard City State 2b Code Job Site Tigard OR System Denwlty Area of Aooernuon 0.100gpm/ft 1500.00ft (Actual 187.16ft Most Demandng SpM1Jfer Data Hose Seems 4.9 K- Factor 21.50 at 19.252 100.00 Cowen. P., SpdnHar Humber Of Sprinklers Calculated 130.00ft 4 System Pressure Demand System Floe Demand 84.910 87.20 Total Demand Pressure Result 187.20 @ 84.910 +11.046 (11.5 %) Supplies Check Point Gauges Node Flow(oom) Hose Flow(opm) Static(psi) Residual(osi) identifier pressure(osi) K- Factor(K) Flow(aom) 1 1480.00 100.00 96.000 94.000 60 PROPtA 0 4 C NGINEF, I, 80785PE Aid OREGON 4t/49 30. 1 �� 9 4/4 ED A. O EXPIRES:6% 3u // The Knoll.cad Supply at Node 1 (1480.00, 100.00, 96.000, 94.000) 100 I I I I s tatic Pressure 96.000 • 90 =7 20@ 84.910 1480.00 @ 94.000- 1 i i 80 1 187.20 with hose streams 70 60 so I ao ystem demand curve I m a �,- 30 --y 20 10 0 e -ai Armin Imo' 111111111111111111 111111111 11(111111 111111111 450 600 750 900 1050 1200 1350 1500 I Water flow, gpm T a M.E.P.CAD, Inc. AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:55:31 PM Page 1 Hill [Hydraulic Summary ` Job Number: LM0010 - Apartment Report Description: Light Hazard Job Job Number Design Engineer LM0010 Jared Hill Job Name Stare CerdlrallordUcense Nader The Knoll 104570 Address 1 AHJ 8485 SW Hunziker City of Tigard Address 2 Job Site City State Zm Code Droning Name Tigard OR The Knoll.cad System I Remote Area(s) Vast Demanding Sprinkler Data OcCupany Job SOU 4.9 K- Factor 21.50 at 19.252 Light Hazard Apartment Hose Albeance Al Sourer Density Area of Applketion 100.00 0.100gpm/ft 1500.00ft (Actual 187.16ft Additional Hose Supplies Number Of Serrates Catenated Corerape Pm Springer Node Flow(oom) 4 130.00ft AutoPeak Results Pressure For Remote Area(e) Adjacent To Most Remote Area • Total Hose Streams 100.00 Systern Flow Demand • ( Total Water Reputed QMAdbg Hose AOOSau e) 87.20 187.20 ' . Madman Pressman Unbalance In Loops 0.000 ' " • Madman Velocity Above Ground 19.27 between nodes 558 and 560 ' Madrtsan Velocity Under Ground - Volume capacity of Wet Pipes Volume cepady of Dry Pipes 716.48ga1 Supplies Hose Flow I Static I Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) I (psi) I (psi) (gpm) (psi) (gpm) (psi) (psi) 1 100.00 I 96.000 I 94.000 I 1480.00 95.956 I 187.20 84.910 11.046 Contractor Contractor Number Contact Name Contact Tide 21 Jared Hill Fire Protection Enginee Name of Contractor Phone Extension Western States Fire Protection Co. (503) 657 -5155 Address 1 FM 13896 Fir St. Suite B (503) 657 -5182 Address 2 E-mell Jared.Hill @wsfp.us Cit State Zits Code Web -Ste Oregon City OR 97045 k„ © M.E.P.CAD, Inc. J AutoSPRINK® VR7 v7.1.7 05/03/2010 2:55:44PM Page 2 Hi 11 [Summary Of Outflowing Devices II Job Number: LM0010 - Apartment Report Description: Light Hazard Actual Flow Minimum Flow K- Factor Pressure Device (gpm) (qpm) (K) (psi) c> Sprinkler 1663 21.50 21.50 4.9 19.252 Sprinkler 1671 22.14 13.00 4.9 20.413 Sprinkler 1672 22.10 17.67 4.9 20.336 Sprinkler 1688 21.47 13.00 4.9 19.196 . b Most Demanding Sprinkler Data • I(�J, © M.E.P.CAD, Inc. J AutoSPRINK® VR7 v7.1.7 05/03/2010 2:55:48PM Page 3 8111 [Hydraulic Analysis ` Ap Job Number: LM0010 - Apartment Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length GB Route 1 1 DR 0.8740 0=21.50 11.50 C =150 0.239453 0' -9 Pf 1.137 1663 8' -3 q =21.50 K =4.9 19.252 Spr(- 19.252) 4' -0 Pe -0.325 546 9'-0 20.065 E(4' -0) 4' -9 Pv BL 0.8740 0=21.50 11.50 C =150 0.239453 0' -11 1/2 Pf 0.948 546 9'-0 20.065 3' -0 Pe 565 9'-0 21.013 T(3' -0) 3' -11 Pv BL 1.1010 Q =30.03 10.12 C =150 0.144322 75' -5 Pf 11.607 565 9'-0 21.013 5' -0 Pe 580 9'-0 32.619 T(5' -0) 80' -5 Pv BL 1.3940 0=41.71 8.77 C =150 0.084009 18' -8 Pf 2.576 580 9'-0 32.619 12'-0 Pe -3.035 630 16'-0 32.161 2E(6' -0) 30'-8 Pv BL 1.3940 0=55.72 11.71 C =150 0.143534 8'-6 Pf 2.942 630 16' -0 32.161 12'-0 Pe 3.035 481 9'-0 38.138 2E(6' -0) 20'-6 Pv BL 1.5980 0=87.20 13.95 C =150 0.169021 42' -9% Pf 8.754 481 9'-0 38.138 9' -0 Pe 491 9'-() 46.892 cplg(1' -0), T(8' -0) 51' -91/2 Pv BL 1.3940 Q =52.18 10.97 C =150 0.127094 25' -11 Pf 4.819 491 9'-0 46.892 12' -0 Pe 503 9'-0 51.711 E(6' -0), T(6' -0) 37' -11 Pv BL 1.1010 0=10.15 3.42 C =150 0.019396 35' -101/2 Pf 0.793 503 9'-0 51.711 T(5' -0) 5'-0 Pe 508 9'-0 52.504 40' -101/2 Pv BL 1.3940 Q =45.18 9.50 C =150 0.097365 62' -2 Pf 7.222 508 9'-0 52.504 12' -0 Pe 601 9'-0 59.725 E(6' -0), T(6' -0) 74' -2 Pv BL 1.5980 0=64.40 10.30 C =150 0.096479 3'-6 Pf 1.110 601 9'-0 59.725 8'-0 Pe 598 9'-0 60.835 T(8' -0) 11'-6 Pv BL 2.0030 0=87.20 8.88 C =150 0.056257 20' -5 Pf 4.018 598 9'-0 60.835 51'-0 Pe 8.237 1334 9' -0 73.089 2T(10' -0), 3E(9' -0), 2EE(2' -0) 71' -5 Pv BL 1.3940 0=7.19 1.51 C =150 0.003250 2' -1'/2 Pf 0.007 - 1334 9'-0 73.089 Pe 714 9'-0 73.096 2' -1'/2 Pv BL 1.1010 0=3.49 1.18 C =150 0.002698 85' -71/2 Pf 0.285 714 9'-0 73.096 T(5' -0) 20'-0 Pe 668 9'-0 73.381 2E(5' -0), T(5' -0) 105' -71/2 Pv BL 1.3940 0=7.19 1.51 C =150 0.003250 9' -101/2 Pf 0.052 668 9'-0 73.381 6'-0 Pe 633 9'-0 73.433 T(6' -0) 15' -1012 Pv BL 1.1010 0=3.43 1.16 C =150 0.002609 37' -10 Pf 0.125 633 9'-0 73.433 10' -0 Pe 609 9' -0 73.558 E(5' -0), T(5' -0) 47' -10 Pv BL 1.3940 0=7.19 1.51 C =150 0.003250 52' -5 Pf 0.209 609 9'-0 73.558 17-0 Pe 653 9' -0 73.767 E(6' -0), T(6' -0) 64' -5 Pv FM 2.0030 0=87.20 8.88 C =150 0.056257 1' -9 Pf 0.097 653 9'-0 73.767 Pe 0.000 1330 9' -0 73.864 1' -9 Pv FM 2.1570 0=87.20 7.66 C =120 0.059264 11' -51/2 Pf 2.355 1330 9'-0 73.864 28' -31/2 Pe 3.342 1149 1' -31/2 79.562 2fE(4' -3' %), BV(7' -4' %), PO(12' -S'/2) 39' -9 Pv FM 4.2600 0=87.20 1.96 C =120 0.002155 0' -91/2 Pf 0.002 1149 1' -31/2 79.562 Pe 0.343 1148 0' -6 79.906 0' -91/2 Pv BL 4.2200 0=87.20 2.00 C =140 0.001696 3' -6 Pf 0.034 1148 0' -6 79.906 16' -81/2 Pe 1.517 1147 -3' -0 81.458 E(16' -81/2) 20' -21/2 Pv FM 4.2200 0=87.20 2.00 C =140 0.001696 109' -2 Pf 3.452 1147 -3' -0 81.458 16' -81/2 Pe 1 -3' -0 84.910 E(16' -81/2), BFP(- 3.239), S 125' -11 Pv v Route 2 DR 0.8740 0=22.10 11.82 C =150 0.251893 0' -9 Pf 0.945 1672 8' -3 q =22.10 K =4.9 20.336 Spr(- 20.336) 3' -0 Pe -0.325 564 9' -0 20.955 T(3' -0) 3' -9 Pv BL 1.1010 0=13.57 4.57 C =150 0.033187 7-5 Pf 0.080 564 9'40 20.955 Pe 561 9' -0 21.036 2' -5 Pv ,, © M.E.P.CAD, Inc. al AutoSPRINK® VR7 v7.1.7 05/03/2010 2:55:53PM Page 4 NI 11 [Hydraulic Analysis Job Number: LM0010 - Apartment Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.1010 0=35.71 12.03 C =150 0.198805 1 -4% N 0.273 • 561 9'-0 21.036 Pe 560 9'-0 21.309 1'-4Y Pv BL 1.1010 0=57.17 19.27 C =150 0.474992 13' -0'/ Pf 8.570 560 9'-0 21.309 5' -0 Pe • 558 9'-0 29.879 T(5' -0) 18' -01/2 Pv BL 1.3940 0=45.49 9.56 C =150 0.098619 11'-8 PF 1.151 558 9'-0 29.879 Pe 621 9'-0 31.029 1V-8 Pv BL 1.1010 0=14.01 4.72 C =150 0.035210 103' -4 Pf 4.166 621 9' -0 31.029 T(5' -0) 15' -0 Pe -3.035 630 16' -0 32.161 E(5' -0), C(5' -0) 118' -4 Pv ✓ Route 3 DR 0.8740 0=21.47 11.48 C =150 0.238807 0' -9 Pf 1.134 1688 8' -3 q =21.47 K=4.9 19.196 Spr(- 19.196) 4' -0 Pe -0.325 604 9'-0 20.005 E(4' -0) 4' -9 Pv BL 0.8740 0=21.47 11.48 C =150 0.238807 2' -5'/ Pf 1.303 604 9'-0 20.005 3' -0 Pe 560 9' -0 21.309 T(3' -0) 5' -5'/ Pv Gil Route 4 DR 0.8740 0=22.14 11.84 C =150 0.252774 0' -9 Pf 0.948 1671 8' -3 q =22.14 K =4.9 20.413 Spr(- 20.413) 3' -0 Pe -0.325 561 9' -0 21.036 T(3' -0) 3' -9 Pv o Route 5 BL 2.0030 0=80.01 8.15 C =150 0.047976 4' -1% Pf 0.678 1334 9'-0 73.089 10'-0 Pe 653 9'-0 73.767 T(10' -0) 14' -1'/ Pv DID Route 6 BL 1.3940 0=3.70 0.78 C =150 0.000949 8' -2'/ Pf 0.013 714 9'-0 73.096 6'-0 Pe 1427 9' -0 73.110 T(6' -0) 14' -2'/ Pv BL 1.1010 0=3.70 1.25 C =150 0.002995 81' -10 Pf 0.260 1427 9' -0 73.110 5' -0 Pe 743 9'-0 73.370 T(5' -0) 86' -10 Pv . BL 1.3940 0=3.70 0.78 C =150 0.000949 12' -0 Pf 0.011 743 9'-0 73.370 Pe 668 9'-0 73.381 12' -0 Pv ✓ Route 7 - BL 1.3940 0=19.23 4.04 C =150 0.020046 8' -11 Pf 0.299 659 9'-0 59.426 6'-0 Pe 601 9' -0 59.725 T(6' -0) 14' -11 Pv ✓ Route 8 BL 1.3940 0=35.03 7.36 C =150 0.060811 9' -5 Pf 0.937 420 9' -0 51.566 6' -0 Pe 508 9'-0 52.504 T(6' -0) 15' -5 Pv ea Route 9 BL 1.3940 0=3.76 0.79 C =150 0.000979 36' -11/2 Pf 0.047 633 9'-0 73.433 12'-0 Pe 563 9'-0 73.480 E(6' -0), T(6' -0) 48' -11/2 Pv BL 1.1010 0=1.95 0.66 C =150 0.000913 64' -0'% Pf 0.063 563 9' -0 73.480 5'-0 Pe 579 9' -0 73.543 T(5' -0) 69' -0'% Pv BL 1.3940 0=3.76 0.79 C =150 0.000979 8' -11 Pf 0.015 579 9' -0 73.543 6' -0 Pe 609 9' -0 73.558 T(6' -0) 14' -11 Pv ✓ Route 10 BL 1.3940 0=16.88 3.55 C =150 0.015762 8' -11 Pf 0.141 349 9' -0 51.426 Pe 420 9' -0 51.566 8' -11 Pv GiD Route 11 BL 1.1010 0=19.23 6.48 C =150 0.063254 85' -10'' Pf 5.748 645 9' -0 53.678 5' -0 Pe 659 9' -0 59.426 T(5' -0) 90' -10'/: Pv v Route 12 BL 1.3940 0=42.03 8.83 C =150 0.085180 12' -2 Pf 1.548 503 9' -0 51.711 6'-0 Pe 581 9'-0 53.259 T(6' -0) 18' -2 Pv BL 1.1010 0=22.80 7.68 C =150 0.086707 82' -4'/ Pf 7.576 581 9' -0 53.259 5'-0 Pe 598 9'-0 60.835 T(5' -0) 87'-4% Pv ✓ Route 13 k © M.E.P.CAD, Inc. {l AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:55:53PM Page 5 Hi 11 [Hydraulic Analysis II Job Number: LM0010 - Apartment Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.3940 0=19.23 4.04 C =150 0.020046 8' -11 Pf 0.419 581 9'-0 53.259 T(6' -0) 12' -0 Pe 645 9' -0 53.678 E(6' -0) 20' -11 Pv o Route 14 BL 1.3940 0=1.81 0.38 C =150 0.000255 8' -11 Pf 0.002 526 9' -0 73.541 Pe 579 9'-0 73.543 8' -11 Pv ei Route 15 BL 1.3940 0=1.81 0.38 C =150 0.000255 8' -11 Pf 0.005 563 9'-0 73.480 T(6' -0) 12' -0 Pe 516 9' -0 73.485 E(6' -0) 20' -11 Pv BL 1.1010 0=1.81 0.61 C =150 0.000803 64' -01/2 Pf 0.055 516 9'-0 73.485 5' -0 Pe 526 9'-0 73.541 E(5' -0) 69' -01/2 Pv lap Route 16 BL 1.1010 0=16.88 5.69 C =150 0.049735 61'-3% Pf 3.297 341 9'-0 48.129 5' -0 Pe 349 9'-0 51.426 T(5' -0) 66'-3% Pv v Route 17 BL 1.3940 0=35.03 7.36 C =150 0.060811 8' -11 Pf 0.907 491 9'-0 46.892 6' -0 Pe 402 9'-0 47.799 T(6' -0) 14' -11 Pv BL 1.1010 0=18.14 6.11 C =150 0.056828 61' -3'% Pf 3.767 402 9'-0 47.799 6-0 Pe 420 9'-0 51.566 T(5' -0) 66'-3% Pv ee Route 18 BL 1.3940 0=16.88 3.55 C =150 0.015762 8' -11 Pf 0.330 402 9'-0 47.799 T(6' -0) 17-0 Pe 341 9'-0 48.129 E(6' -0) 20' -11 Pv OD Route 19 BL 1.3940 0=31.48 6.62 C =150 0.049915 15' -2 Pf 0.757 621 9'-0 31.029 Pe 352 9'-0 31.787 15' -2 Pv BL 1.3940 0=16.28 3.42 C =150 0.014729 3'-8 Pf 0.142 352 9'-0 31.787 6' -0 Pe 432 9'-0 31.929 E(6' -0) 9' -8 Pv AO 1.1010 0=16.28 5.48 C =150 0.046476 11' -0 Pf 0.510 432 9'-0 31.929 Pe 326 9'-0 32.439 11'-0 Pv BL 1.1010 0=16.28 5.48 C =150 0.046476 85'-4 Pf 4.199 326 9'-0 32.439 5'-0 Pe 339 9'-0 36.639 T(5' -0) 90'-4 Pv BL 1.3940 0=16.28 3.42 C =150 0.014729 8' -11 Pf 0.131 339 9'-0 36.639 Pe 401 9'-0 36.770 8' -11 Pv BL 1.3940 0=31.48 6.62 C =150 0.049915 9' -5 Pf 1.368 401 9'-0 36.770 18' -0 Pe 481 9'-0 38.138 2E(6' -0), T(6' -0) 27' -5 Pv ea Route 20 BL 1.3940 0=11.68 2.46 C =150 0.007977 8' -11 Pf 0.071 641 9'-0 32.548 Pe 580 9'-0 32.619 8' -11 Pv am Route 21 BL 1.1010 0=15.21 5.12 C =150 0.040983 101' -7 Pf 4.983 352 9' -0 31.787 T(5' -0) 20' -0 Pe 401 9'-0 36.770 2E(5' -0), T(5' -0) 121' -7 Pv ei Route 22 BL 1.1010 0=11.68 3.94 C =150 0.025171 96'-4 Pf 2.551 629 9'-0 29.998 5'-0 Pe 641 9'-0 32.548 T(5' -0) 101' -4 Pv tut Route 23 BL 1.1010 0=8.53 2.87 C =150 0.014063 4' -1 Pf 0.057 564 9' -0 20.955 Pe , 565 9' -0 21.013 4' -1 Pv em Route 24 BL 1.3940 0=11.68 2.46 C =150 0.007977 8' -11 Pf 0.119 558 9' -0 29.879 6' -0 Pe 629 9' -0 29.998 E(6' -0) 14' -11 Pv (Y, © M.E.P.CAD, Inc. {', AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:55:53PM Page 6 [Hydraulic Analysis Job Number: LM0010 - Apartment Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplier Actual Inside Diameter 4 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 • Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple P Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11'/.° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve Pry Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap a6,© M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/03/2010 2:55:53PM Page 7 11(Hydraulic Graph Job Number: LM0010 Apartment Report Description: Light Hazard Supply at Node 1 100 :1 I I -Static Pressure 96.000 • 1480.00 @ 94.000 90 - 87.20 @84.910 • I I 187.20 with hose streams 80 70 60 a 50 tll ystem demand curve 40 30 20 10 0 011111111 111/11111 111111111 - 11111!111 1 11111111 1111 1111 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 g 50 300 450 600 750 900 1050 1200 1350 1500 Water flow. gpm Hydraulic Graph Supply at Node 1 Static . Pressure 96.000 Residual Pressrun 1480.00 @ 94.000 Available Pressure ® Tiro of Test 95.956 @ 187.20 System Demand 87.20 @ 84.910 System Demarrd (Including Hose Allowance) 187.20 @ 84.910 [1�, © M.E.P.CAD, Inc. IJ AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:56:03PM Page 8 Hill[Flow Diagram (Top View) r Job Number: LM0010 - Apartment Report Description: Light Hazard • —J l ""' Dn' II L "7!�lSt vim..::;. • (!4, © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/03/2010 2:56:07PM Page 9 Bulletin 135 Rev.E co ' c m R 'r Model F1 m W Residential Sprinklers m Model Fl Res Sprinlders engineered for the lowest flows - to meet the minimum design density of .05 gpm/ft Types: '` ` 1. F1 Res 49 Pendent "` 2. F1 Res 49 Recessed Pendent /F 1 - ` %� 3. F1 Res 49 Recessed Pendent/FP - endent /FP = -� 4. F1 Res 58 Pendent 5. F1 Res 58 Recessed Pendent/F1 Fl Res 49 & 58 Fl Res 49 & 58 6. F1 Res 58 Recessed Pendent /FP Recessed Pendent /F1 Recessed Pendent /FP 7. F1 Res 49 CCP Pendent 8. F1 Res 58 CCP Pendent , t ''' om " - ` - 9. F1 Res 44 HSW ��' i'�,,y = - ��^ `� 4 .'0;zI u 10. F1 Res 44 Recessed HSW /F2 c' v 11. F1 Res 58 HSW �i 12. F1 Res 58 HSW Recessed HSW /F2 S � - 13. F1 Res 44 SWC -)42 '3 ' Av ` 14. F1 Res 40 HSW y' '-="' '-` "•' • =`: �— 15. F1 Res 40 Recessed HSW/F2 Fl Res 49 & 58 Fl Res 44 & 58 CCP Pendent Recessed HSW/F2 Listings & Approvals --„, 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) ' , _ 2. NYC MEA 258 -93 -E 4+ 'a + 717 UL Listing Category Residential Automatic Sprinkler - UL Guide Number Fl Res 44 SWC Fl Res 40 Recessed VKKW HSW/F2 Patents US Patent No. 6,516,893 applies to the Technical Data: Model Fl Res 49 & 58 Pendent Sprinklers • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Product Description Factory Hydrostatically Tested to 500 psi Model Fl Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are • Thread Size: 1" NPT O1) fast response sprinklers combining excellent durability, • K-Factor: 4.9 (Actual) - Fl Res 49 Pendent Sprinkler high sensitivity glass -bulb and low profile decorative 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler design. The Fl Res Horizontal Sidewall sprinklers (Figs. 4.4 (Actual) - Fl Res 44 HSW Sprinkler 5, 6 & 7) are equally attractive when above ceiling piping 4.0 (Actual) - Fl Res 40 HSW Sprinkler cannot be used. • Density: Minimum 0.05 gpm /ft The 3mm glass -bulb pendent sprinklers, with a K- Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. Application The low flow Fl Res sprinklers are specially Model Fl Res Sprinklers are used for Residential Fire engineered for fast thermal response to meet the Protection according to UL 1626 Standard*. Be sure . sensitive fire protection application needs of the latest that orifice size, temperature rating, deflector style and residential market standards (UL 1626 Standard *). sprinkler type are in accordance with the latest Upon fire conditions, rising heat causes a sprinkler's published standards of The National Fire Protection heat - sensitive glass -bulb to shatter, releasing the Association or the approving authority having waterway for water flow onto the deflector, evenly jurisdiction. distributing the discharged water to control a fire. * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552 J Installation Models Fl Res sprinklers are to be installed as SWC sprinklers use only the Model GFR1 sprinkler shown. Model F1, F2 and FP Escutcheons, illustrated wrench; for installing Model Fl Res Recessed HSW herewith, are the only recessed escutcheons to be used sprinklers use only the Model GFR1 Sprinkler Wrench. with Model Fl Res sprinklers. Use of any other Use of wrenches other than those specified may recessed escutcheon will void all approvals and damage these sprinklers. Install Fl Res 44 and 40 HSW warranties. For installing Model Fl Res Pendent with a ceiling to deflector distance of 4" -12 ". Flow arrow sprinklers use only the Model D sprinkler Wrench; for on deflector must point away from near wall and "Top" installing Models Fl Res Recessed Pendent, CCP & marking must face ceiling. • Model Fl Res 49 & 58 • Model Fl Res 49 & 58 Pendent Recessed Pendent / Fl te .....r. - Fl escutcheon, /" (19mm) adjustment i sm- �•u - r � ! - — r --1---- --1 I — =I- -- - ,-„,,,--, sax.= • ROI , WW1 urn i ..em DOSS. i / r - -1 l p/� - _. MX d� IO 1Y1//j /1 • Ir a au.o a.aso. 1 • ► = ,_..7 r"----- � � �I It ,� ` Ii i ti o i! �1 ijj rs J u. kt �� t -.- I 1l3FGO3 ,.,orvo2 s- , f' _— • Fig. 1 Fig. 2 2. Technical Data: Fl Res 49 Pendent and Recessed Pendent Escutcheon *, Fl or F2, Data: Sprinkler .. Face of fitting to Th read Temp. ax• Ambient Actual Sprinkler T Adjustment "A" ceiling Size Rating Pressure Temp. K Length Inch (mm) Inch (mm) Inch (mm) °F °C psi (bar) °F oC Factor Inch (mm) 3 Min.= %" (19.1) Fi /, (19.0) Max. =1y" (38 1) % - %s (4.7 - 24.0) /" NPT 155 68 175 (12) 100 38 4.9 2.25 (57) (R %) 175 79 150 66 F2 Yz (12.7) Max ax _ Z „ (38.8) /s - i is ( -17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler Deflector - to - ceiling *Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Maximum 4" (100mm) to 8" (2001nm) Max. Sprinkler Sprinkler Max. Sprinkler Sprinkler Flow Pressure Flow Pressure Spacing Identification Spacing Identification ft (m) gpm (Lpm) psi (bar) Number (SIN) ft ( gpm (Lpm) psi (bar) Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) 12 x 12 (3.6x3.6) 15 (57) 9.4 (0.65) 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 14 x 14 (4.3x4.3) 16 (60 5) 10 6 (0.73) 16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48) R3516 16 x 16 (4.9x4.9) 17 (64.3) 12.0 (0.83) R3516 18 x 18 (5 5x5.5) 17 (64.3) 12.0 (0.83) 18 x 18 (5.5x5.5) 19 (72) 15.0 (1.0) 20 x 20 (6 1x6.1) 20 (75.7) 16.7 (1.14) 20 x 20 (6.1x6 1) 22 (83.2) 20.2 (1 4) * Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) - 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Sprinkler Max. Thread Temp. _Max. Ambient K Sprinlder Size Rating Press Tani). Factor ONO Inch (mm) °F °C ° F °C '/2" NPT 155 68 175 (12) 100 38 5.8 2.25 (57) (R1/2) 175 79 150 66 Max. Sprinkler Row Pressure ceiling -to- Sprinkler Spacing cing gpm (Lpm) psi (bar) Inch (mm) Nut 12 x 12 (3.6x3.6) 16 (61) 7.6 (0.53) 14 x 14 (4.3x4.3) 16 (61) 7.6 (0.53) 1-4 16 x 16 (4.9x4.9) 16 (61) 7.6 (0 53) (25-100) R3513 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1x6.1) 22 (83.3) 14.4 (1.0) 3. , ..., • Model Fl Res 49 & 58 • Model Fl Res 49 & 58 I CCP Pendent Recessed Pendent / FP ,,,,,-,, -41a- -- , -,-, c;- -•--,, -, 3' ."):, , .. ••;37.7 3 '''..;_,...2.• - -1, , ',--,, ' r' , - z - - , - -4 , ,„ z :- . .., . -.- —,..-5 i > ,, ,...-,,:;• . , e. •;:".'";Z:-.!:,.: " - • --,-,.....-. • 1" ' ..i , • '111 ;I egail r -- - I". , -: - :-Til wi.:: '' .--; ' .-,- J(.;".i: =Lii ,'. • . ... •a-,.- k s ,,N. , i ...■ .. rt i 5,4,,,,,..:.1,,,ilics74-4,:vt.mf...,.,„...9sp.ii.i.e.-• " '..;!--ii,f 4 4.1..";,../,.„Naj -20 ti .1 .7 r _.,.. :; I -" i ; ; . r ::,, ; 4..-- '''' ••• 7 i.:*...1 5 .,':•-‘., 4.,•;,•4„• . ,,,It, iA•Ti - ) '.' %-7:-N ...... . ` -L'r' !..•••?• •••N't , C,s - OLF.: 1 . .7 1.J7-',.. Z , : e,- .•. 0 '.. 7 -jr: 1 ".Z1•4 ! LL 4 -'• h -, ...t. • ••"-,,, FP push-on/thread-off escutcheon 2 5/8" [66.7mmj DIA. 2 9/8" MA (617nan) MOLE 81 COMO 2 5/16 DIA. HOLE W CEILING 1 2 5/t6" MA (38.2enalj "'' CUP CU. AIIMMI: irji , "x1/2 REDUCER r CUP I -I -r°-1 i 1/2* MIXER 11=----_--7-.71.411 T minx --,.... -----------. fift ET," ' All 1 1/4 31.5mmj t . : _-,.......„ „ __ , MAX. PACE OF MING \ / — 1111 i ) I 11 77 ro MCE OF MING COR ADJUSTMENT HEIGHT t 1/2• (38. inunj YU. 1 li ' Ma cwasoj er MEMO FD FACE OF MAC I 1 lilkillill IV i 135FG048 — (84.1mm) -- "'l -A- PI RES 49 & 58 CCP PEND. FP ADJUSTM£87 *44110 i ----........... Fig. 3 Fig. 4 4. Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent / FP CCP Options Data: CCP "A" "B" Thread Max Ambient K Sprinkler Cover Adjustment CCP Height Assembly max Inch (mm) inch (mm) Size g Temp. Rating pso Temp. Factor inch ( ) y, (12.7) '% (2a) ° F ° C ° F ° C ° F ° C 3 /6 ( 3 / 4 (19) 1/2" NPT 155 68 135 57 175 (12) 100 38 4.9 2.25 (57) (R1/2) FP Data "A ": Max. Sprinkler Sprinkler FP Position ..A'. Spacing Flow Pressure Identification Inch (mm) ft (m) 9Pm 0-Pm Number (SIN) Max. Recessed '/,6 (11) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) Min. Recessed '% (24) 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9x4.9) 14 (53) 8.2 (0.56) R3516 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not 18 x 18 (5.5x5.5) 18 (68.1) 13.5 (0.93) suitable for installation in ceilings which have 20 x 20 (6.1x6.1) 20 (75.7) 16.7 (1.14) positive pressure in the space above. • Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP CCP Thread S Temp. Py re Ambient K g � Size Rating icing psi (bar) Temp. Factor Inch (mm) °F °C °F °C °F °C 1/2" NPT 155 68 135 57 175 (12) 100 38 5.8 2.25 (57) (R1/2) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm () p � ) Identification ft (m) Number(SIN) 12 x 12 (3.6x3.6) 16 (61) 7.6 (0.53) 14 x 14 (4.3x4.3) 16 (61) 7.6 (0.53) 16 x 16 (4.9x4.9) 16 (61) 7.6 (0.53) R3513 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1x6.1) 22 (83.3) 14.4 (1.0) 5. • Model Fl Res 44 & 58 HSW • Model Fl Res 44 & 58 Recessed HSW/F2 ,t 1 F2 escutcheon, y" (13mm) adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Escutcheon, F2, Data: Sprinkler Max. Max. Adjustment Face of Fitting Thread Temp. Ambient K Sprinkler Type to wall Size Rating Pressure Temp- Factor Length Inch (mm) Inch (mm) °F °C Psi ONO °F °C Inch F2 / (13) /6 - % (4.7 - 17.4) ' /z" NPT 155 68 175 (12) 100 38 4.4 2.45 (62) (Rh) 175 79 150 66 Max. Sprinkler Cei� 9• _ Sprinkler Temp. Flow Pressure Sprinkler Spacing ft Deflector °F (°C) (gPm) mi ) Number identification 12 x 12 (3.6x3.6) 155 (68) 175 (79) 12 (45.4) 7.5 (0.52) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 14 (53.0) 10.2 (0.71) 16 x 16 (4.9x4.9) 4 - 6 155 (68) 175 (79) 16 (60.6) 13.3 (0.92) 16 x 18 (4.9x5.5) (101 -152) 155 (68) 175 (79) 18 (68 1) 16.8 (1.16) 18 x 18 (5.5x5.5) 155 (68) 175 (79) 19 (72.0) 18.7 (1.29) 16 x 20 (4 9x6.1) 155 (68) 175 (79) 23 (87 1) 27.4 (1.89) R3531 12 x 12 (3.6x3.6) 155 (68) 175 (79) 14 (53 0) 10.2 (0.71) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16 (60.6) 13.3 (0.92) 16 x 16 (4.9x4.9) 6 - 12 155 (68) 175 (79) 17 (64.4) 15.0 (1.04) 16 x 18 (4.9x5.5) (152-305) 155 (68) 175 (79) 20 (75.7) 20 7 (1.43) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23 (87.1) 27.4 (1.89) 6. i Technical Data: Fl Res 58 HSW & HSW/F2 Escutcheon, F2, Data: Sprinkler Max. Adjustment Face of Fitting Max S•me Rating Banta N mp. Factor Length Type Inch (mm) Inch (mm) °F °C Psi ) °F °C Inch (mm) F2 % (13) % - (4.7 - 17.4) Y2" NPT 155 68 175 (12) 8 3 100 5.8 2.45 (62) (RY) 175 79 150 66 Max. Sprinkler ce7•mg Sprinkler Temp. Flow Pressure Sprinkler Spacing Deflft (m) Inch (mm) °F (°C) (Lom) P (Par) Number (SIN) 9 ector Rating gPm 12 x 12 (3.6x3.6) 155 (68) 175 (79) 16 (60.6) 7.6 (0.53) 14 x 14 (4.3x4 3) 155 (68) 175 (79) 18 (68.2) 9.7 (0.67) 16 x 16 (4.9x4.9) (101 52) 155 (68) 175 (79) 21 (79.5) 13.2 (0.91) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 25 (94.7) 18.6 (1.28) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 29 (109.8) 25 (1.73) R3533 12 x 12 (3.6x3.6) 155 (68) 175 (79) 22 (83.3) 14.4 (1.0) 14 x 14 (4.3x4.3) 6 -12 155 (68) 175 (79) 22 (83.3) 14.4 (1 0) 16 x 16 (4.9x4.9) (152 -305) 155 (68) 175 (79) 26 (98.4) 20.1 (1.39) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 31 (117.4) 28.6 (1.97) 7. , • Model Fl Res 44 SWC • _ - (10I. To • . IP i;`L I 1/4' (51.77mm.IfAlosdnum J0t60mm) '� ', To Mb5 sso° RUSH ON cow?, naW • TURN TO *wort well % �1•_ 4 7 LIGHT AGwvST MALL I r I•X I �•� / ti t 3 w 1 RsCOUJT 1 � T : ' 1 .4. 1 (6427) 1 IVR4 GOLLIR .m7 : TAGNT AGAOIST SPIP1NNLER • ! 71/37' WRENCH BOSS (47.07mm) U W7 —el 1/7' (I2.70mm) Adjustment Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread S Cover Temp. Max. Sprinider Size Rating Rating xi (bar Ambient Temp. Factor Length - °F °C °F °C °F °C Inch (mm) 1/2" NPT 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) _ (R/z) aaAIf Max c r Ceiling to- 9 Pressure Sprinkler ft (m) Deflector (Lpm) P Number (SIN) 12 x 12 (3.6x3.6) 13 (49 2) 8.7 (0.60) 14 x 14 (4.3x4.3) 14 (53.0) 10.2 (0.71) 16 x 16 (4.9x4.9) (101- 52) 17 (64.3) 15.0 (1.1) 16 x 18 (4.9x5.5) 19 (71.8) . 18.7 (1.13) 16 x 20 (4.9x6.1) 23 (87.1) 27.4 (1.89) R3531 12 x 12 (3.6x3.6) 14 (52.9) 10.2 (0.71) 14 x 14 (4 3x4.3) 6 -12 15 (56.7) 11.7 (0.81) • 16x16(49x49) (152 -305) 18(68.1) 16.8(1.16) 16 x 18 (4.9x5.5) 20 (75.6) 20.7 (1.43) 8. , • Model Fl Res 40 Recessed • Model Fl Res 40 HSW HSW/F2 V iik, .......\ . • \46411p \ /A 0 . t F2 escutcheon, y" (13mm) adjustment Per/ iiiA FACE OF FR71NG ID WALL CWENSION I ye' M1N. (! 1.Bmm) 2 Ile HOLE OL4 rte DEFLECTOR A ' j � / (57.2mm) \ (1.2mm) FL � 3 i l ' X 1 /2' Rt... DINEAS/Ov ��i - -- rl 11 1 rs /rG' Oc i . — r I 7 �S. 7,� —II ∎ I ` ` i =1 (72.2,,,,,,, .,I 1 TURN COLLAR wait TIGHT AGAINST SPRINIQ[R h WRENCH BOSS.� /JYG76 -C -mil 1/2' ( Timm) ADJUSTMENT 1 35FG05 Fl RES 58. 44 & 40 HSW /F2 _ Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Escutcheon, F2, Data: Sprinkler Max Adjustment of Fitting Thread Temp. Ambient K Type Inch (mm) to wall Size Rating Psi ) ° Temp. Factor Inds (mm) 3 Inch (mm) °F °C °F °C F2 X (13) / '/, -17.4) 1/2" NPT 155 68 175 (12) 100 8 4.0 2.45 (62) (R1) 175 79 150 3 66 Max. Sprinkler cam 40. Sprinkler Temp. Row Pressure Sprinkler Spacing Inch (mm) ° C) (Lpm) osl Number (SIN) • ft 12 x 12 (3.6x3.6) 155 (68) 175 (79) 13 (49.0) 10.6 (0.73) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16 (60.5) 16.0 (1.10) 16 x 16 (4 9x4.9) 155 (68) 17 (64.3) 18 1 (1.24) 16 x 16 (4.9x4.9) (101 -152) 175 (79) 18 (68.1) 20.2 (1.39) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 20 (75.7) 25.0 (1.72) R3538 18 x 18 (5.5x5 5) 155 (68) 175 (79) 22 (83.3) 30.2 (2.08) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23 (87.0) 33.1 (2.28) . 12 x 12 (3.6x3.6) 155 (68) 175 (79) 13 (49.0) 10.6 (0 73) 14 x 14 (4.3x4 3) 5 (152-305) 155 (68) 175 (79) 17 (64.3) 18.1 (1 24) 16 x 16 (4.9x4 9) 155 (68) 175 (79) 20 (75.7) 25.0 (1 72) 9. , 4, Finishes Standard Finishes Ordering Information Specify: Sprinkler Fl, F2, FP Escutcheons Sprinkler n 1. Sprinkler Model Bronze Brass 2 . Sprinkler Type Plated Bright Chrome Plated P yP e White Polyester Coated White Painted 3. Temperature Rating Special Application Finishes 4. Sprinkler Finish Sprinkler Fl, F2, Escutcheons 5. Escutcheon Finish Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome "' Other finishes and colors are available on special order. Consult factory for details. Maintenance Model F1 Res 49 Recessed Pendent/F1, Model Fl Res 49, Fl Res 58, Fl Res 44 and Fl Res 40 Model F1 Res 49 Recessed Pendent/F2, Sprinklers should be inspected quarterly, and the sprinkler Model F1 Res 49 Recessed Pendent/FP system maintained in accordance with NFPA 25, 13, 13D, Sprinklers shall be [cULus Listed] [New York City MEA and 13R. Do not clean sprinkler with soap and water, Approved (258- 93 -E)] low flow residential recessed Ammonia or any other cleaning fluids. Remove dust by pendent sprinklers engine red to provide a minimum using a soft brush or gentle vacuuming. Remove any design density of 0.05 gprn over the listed coverage area. sprinkler which has been painted (other than factory Listed flows as specified by the manufacturer's technical applied) or damaged in any way. A stock of spare data sheets are to be used. Residential sprinklers shall be sprinklers should be maintained to allow quick installed in conformance with the manufacturer's installation replacement of damaged or operated sprinklers. Prior to guidelines and the applicable installation standard. Where installation, sprinklers should remain in the original cartons pendent residential sprinklers are installed under sloped and packaging until used. This will minimize the potential ceilings having a pitch of up to [4/12] [8/12], the sprinklers for damage to sprinklers that could cause improper shall be listed for such use. Deflector-to-ceiling distance operation or non -operation. listing shall be 1" to 8" maximum. Sprinkler frame and Model FIRES 49 Residential deflector shall be of bronze frame construction having a' /z' NPT thread. Water seal assembly shall consist of a Sprinkler Specifications Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] Model F1 Res 49 Pendent [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of Sprinklers shall be [cULus Listed] [New York City MEA 4.9 (70). Standard finish: [Bronze] [Chrome - plated] [White Approved (258- 93 -E)] low flow residential pendent Polyester] [Special finish- specify]. Recessed escutcheon sprinklers engineered to provide a minimum design assembly shall be a steel, two-piece escutcheon [with 1/2" density of 0.05 gpm/ft over the listed coverage area. adjustment (Model F2)] [with 3/4" adjustment (Model F1)] [of Listed flows as specified by the manufacturer's technical push -on and thread off design with 1/2" adjustment (Model data sheets are to be used. Residential sprinklers shall be FP)]. Standard finish shall be [brass][bright chrome] [white installed in conformance with the manufacturer's painted]. Residential recessed pendent sprinklers shall be installation guidelines and the applicable installation Reliable [Model Fl Res 49 Recessed Pendent/F1] [Model standard. Where pendent residential sprinklers are Fl Res 49 Recessed Pendent/F2] [Model Fl Res 49 installed under sloped ceilings having a pitch of up to [4/12] Recessed Pendent/FP] SIN R3516 (Bulletin 135). [8/12], the sprinklers shall be listed for such use. Deflector- to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a 1" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall have a nominal K- factor of 4.9 (70). Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish - specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 49, SIN R3516 (Bulletin 135). 10. i Model Fl Res 49 CCP Pendent (Concealed) Sprinklers shall have a nominal K- factor of 4.0 (57.1). Sprinklers shall be [cULus Listed] [New York City MEA Standard finish: [Bronze] [Chrome - plated] [White Approved (258- 93 -E)] low flow residential concealed Polyester] [Special finish- specify]. Residential sprinklers engineered to provide a minimum design horizontal sidewall sprinklers shall be Reliable Model Fl density of 0.05 gpm /ft over the listed coverage area. Res 40, SIN R3538 (Bulletin 135). Listed flows as specified by the manufacturer's technical Model Fl Res 40 Recessed data sheets are to be used. Residential sprinklers shall Horizontal Sidewall Sprinkler be installed in conformance with the manufacturer's Use description for the Model Fl Res 40 horizontal installation guidelines and the applicable installation sidewall sprinkler with the following modifications: Replace standard. Where pendent residential sprinklers are "horizontal sidewall sprinkler" with "recessed horizontal installed under sloped ceilings having a pitch of up to sprinkler." Add: Recessed escutcheon assembly shall be [4/12] [8/12], the sprinklers shall be listed for such use. a steel, two-piece escutcheon with Yz" adjustment (Model Sprinkler frame and deflector shall be of bronze frame F2). Standard finish shall be [brass][bright chrome] [white construction having a '/z NPT thread. Water seal painted] [Special finish- specify]. Residential recessed assembly shall consist of a Teflon- coated Belleville horizontal sidewall sprinklers shall be Reliable Model Fl spring washer and top - loaded extruded cup with 3 mm Res 40/F2, SIN R3538 (Bulletin 135). glass bulb containing no plastic parts, and having a temperature rating of 155 °F (68 °C). Cover plate Model Fl Res 44 Horizontal Sidewall Sprinkler assembly shall consist of a brass cover plate and copper Sprinklers shall be [cULus Listed] [New York City MEA alloy retainer flange. Method of attaching the cover plate Approved (258- 93 -E)] low flow residential horizontal to the sprinkler cup shall be a push -on and thread -off sidewall sprinklers engineered to provide a minimum design allowing a 1/2" cover plate adjustment. Cover design density of 0.05 gpm /ft over the listed coverage plate temperature rating shall be 135 °F (57 °C). A plastic area. Listed flows as specified by the manufacturer's protective cap shall be provided and factory installed technical data sheets are to be used. Residential inside the sprinkler cup to protect the sprinkler from sprinklers shall be installed in conformance with the damage, which could occur during construction before manufacturer's installation guidelines and the the cover plate is installed. Standard cover plate finish: applicable installation standard. Where horizontal [White] [Custom Color- specify]. ]. Concealed pendent sidewall residential sprinklers are installed under sloped sprinklers shall be Reliable Model Fl Res 49 CCP, SIN ceilings having a pitch of up to [4/12] [8/12], the R3516 (Bulletin 135). sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction Model having a 1/2" NPT thread. Water seal assembly shall odel F7 RES 40 and Fl Res 44 Horizontal Sidewall consist of a Teflon- coated Belleville spring washer and Residential Sprinkler Specifications top - loaded extruded cup with 3 mm glass bulb . containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. Sprinklers shall Model Fl Res 40 Horizontal Sidewall Sprinkler have a nominal K- factor of 4.4 (62.8). Standard finish: Sprinklers shall be [cULus Listed] [New York City MEA [Bronze] [Chrome - plated] [White Polyester] [Special Approved (258- 93 -E)] low flow residential horizontal finish- specify]. Residential horizontal sidewall sidewall sprinklers engineered to provide a minimum sprinklers shall be Reliable Model Fl Res 44, SIN R3531 design density of 0.05 gpm /ft` over the listed coverage (Bulletin 135). area. Listed flows as specified by the manufacturer's Model Fl Res 44 Recessed technical data sheets are to be used. Residential Horizontal Sidewall Sprinkler sprinklers shall be installed in conformance with the Use description for the Model Fl Res 44 horizontal manufacturer's installation guidelines and the applicable sidewall sprinkler with the following modifications: installation standard. Where horizontal sidewall Replace "horizontal sidewall sprinkler" with "recessed residential sprinklers are installed under sloped ceilings horizontal sprinkler." Add: Recessed escutcheon having a pitch of up to [4/12] [8/12], the sprinklers shall be assembly shall be a steel, two -piece escutcheon with 1/2" listed for such use. Sprinkler frame and deflector shall be adjustment (Model F2). Standard finish shall be of bronze frame construction having a 1/2" NPT thread. [ brass][bright chrome] [white painted] [Special finish - Water seal assembly shall consist of a Teflon- coated specify]. Residential recessed horizontal sidewall Belleville spring washer and top - loaded extruded cup with sprinklers shall be Reliable Model Fl Res 44/F2, SIN 3 mm glass bulb containing no plastic parts, and having a R3531 (Bulletin 135). temperature rating of [155 °F (68 °C)] [175 °F (79 °C)]. 11. r Reliable...For Complete Protection - Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Supertrol electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals - • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distnbuted by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable • sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by I d The Reliable Automatic Sprinkler Co., Inc. i a (800) 431 - 1588 Sales Offices 6 " Recycled (800) 848 -6051 Sales Fax Paper (914) 668 - 3470 Corporate Offices Revision lines indicate updated or new data. www rehablespnnkler com Internet Address EG. Printed in U S A 1/05 P/N 9999970235 q FP5 20 to - oaoy- Hill [Hydraulic Overview Job Number: LM0010 - Flat Attic Report Description: Light Hazard Job Job Number Deaf FJp LM0010 Jared Hill Joe Name. Phone FAX • The Knoll (503) 657 -5155 (503) 657 -5182 Address I State CeN o lcoenoo Number 8485 SW Hunziker 104570 Address 2 AIU • City of Tigard City State $ Code Job Site Tigard OR System Densiy Area of Application 0.100gpm /ft' 1000.00ft (Actual 1066.98ft Moat Demanding Sprtrdder Data Hose Streams 4.2 K- Factor 13.80 at 10.796 100.00 Coverage Per Springer Number Of Spdnsbre Calculated 111.67ft 13 System Pressure Demand System Flow Demand 82.896 189.41 Total Demand Pressure Reaue 289.41 Qa 82.896 +13.006 (13.6%) Supplies Check Point Gauges Node Flow(ooml Hose Flow(oom) Static(osi) Residual(asi) de tifier Pressure(asil J<- Factor(K) Flow(oam) 1 1480.00 100.00 96.000 94.000 gp PROF 4t4GiNEF4, 'O 41 80785PE OREGON VG NE 30, 40�� . RED A. 0'v EXPIRES: I /?oh( The Knoll.cad Supply at Node 1 (1480.00, 100.00, 96.000, 94.000) 100 tatic Pressure 96.000' I • 90 I I I I 1480.00 @ 94.000- 189.41 @ 82.896 80 a • .41 with hose streams 70 y 60 m 50 4 1fti ystem demand curve 40 a 30 20 10 = - 0 umwumuw uuuw 111111 111 luluut uuuut_ututul S c 450 600 750 900 1050 1200 1350 1500 Water flow, gpm (}� © M.E.P.CAD, Inc. J AutoSPRINK®VR7 v7.1.7 05/03/2010 2:53:10PM Page 1 11 [Hydraulic Summary Job Number: LM0010 - Flat Attic Report Description: Light Hazard Job Job Number Design Engineer LM0010 Jared Hill Job Name State Certification/ License Number The Knoll 104570 Addmss 1 AHJ 8485 SW Hunziker City of Tigard Addrese 2 Job Sim - Cit State Zip Cade Drawing Name Tigard OR The Knoll.cad System Remote Area(s) Most Demanding Smirker Data Ommrpmrry Job Sofia 4.2 K- Factor 13.80 at 10.796 Light Hazard Flat Attic Hose Allowance Al Source Density Area of Appfaaton 100.00 0.100gpm /ft 1000.00ft (Actual 1066.98ft Additional Hose Supplies Number Of SarinMere Calademd Coverage Per Sprinkbr &Ida Flow(ooml 13 111.67ft AutoPeak Results Praaaure For Remote Areafs) Adjacent To Most Remote Area Left: 82.844 Total Hose Stearns 100.00 System Now Demand Total Water Required (bl dOg Hose AOOwanoe) 189.41 289.41 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 20.72 between nodes 220 and 199 • Madman Velocity Under Gamed VaWme capatlty of Wet Pipes vane capacity of Dry Ppes 716.48ga1 Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (qpm) (psi) (psi) (qpm) (psi) (gpm) (psi) (psi) 1 100.00 96.000 I 94.000 F 1480.00 95.902 I 289.41 82.896 I 13.006 Contractor - Convector Number Contact Name Contact RIM 21 Jared Hill Fire Protection Enginee Name of Contractor Phan Extension Western States Fire Protection Co. (503) 657 -5155 • Address 1 FAX 13896 Fir St. Suite B (503) 657 -5182 Address 2 E.mell Jared.Hill @wsfp.us City State Zip Code Web-Ste Oregon City OR 97045 (IV, © M.E.P.CAD, Inc. p'] AutoSPRINK® VR7 v7.1.7 05/03/2010 2:53:16PM Page 2 " 1111Summary Of Outflowing Devices Job Number: LM0010 - Flat Attic Report Description: Light Hazard Actual Flow Minimum Flow K- Factor I Pressure Device (gpm) (gpm) (K) I (psi) Sprinkler 1307 14.46 11.17 4.2 I 11.847 Sprinkler 1308 14.44 11.17 4.2 11.820 Sprinkler 1309 14.47 11.17 4.2 11.866 Sprinkler 1328 14.73 13.80 4.2 12.304 c> Sprinkler 1329 13.80 13.80 4.2 10.796 • Sprinkler 1336 14.37 11.17 4.2 11.699 Sprinkler 1337 14.30 11.17 4.2 11.590 Sprinkler 1338 14.33 11.17 4.2 11.644 Sprinkler 1373 15.28 13.80 4.2 13.244 Sprinkler 1374 14.52 13.80 4.2 11.946 Sprinkler 1376 14.94 11.17 4.2 12.655 Sprinkler 1377 14.87 11.17 4.2 12.538 _____ _ _ Sprinkler 1378 14.91 11.17 4.2 12.600 b Most Demanding Sprinkler Data • • • a © M.E.P.CAD, Inc. RI AutoSPRINK® VR7 v7.1.7 05/03/2010 2:53:21PM Page 3 kill(Hydraulic Analysis 1 Job Number: LM0010 - Flat Attic Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 - SP 0.8740 0=13.80 7.38 C =150 0.105435 1' -0 Pf 0.527 1329 10'-0 q =13.80 K=4.2 10.796 Spr(- 10.796) 4' -0 Pe 0.434 29 9' -0 11.757 E(4' -0) 5' -0 Pv BL 0.8740 0=13.80 7.38 C =150 0.105435 3' -9 Pf 0.712 29 9'-0 11.757 3'-0 Pe 40 9' -0 12.468 T(3' -0) 6' -9 Pv BL 1.3940 0=10.89 2.29 C =150 0.007004 8' -9'/z Pf 0.062 40 9'-0 12.468 Pe 42 9'-0 12.530 8' -91/2 Pv BL 1.3940 0=25.22 5.30 C =150 0.033122 29' -2 Pf 1.164 42 9'-0 12.530 6' -0 Pe 49 9'-0 13.694 T(6' -0) 35' -2 Pv BL 1.5980 0=46.17 7.39 C =150 0.052125 9' -0 Pf 0.886 49 9' -0 13.694 8' -0 Pe 92 9' -0 14.580 T(8' -0) 17' -0 Pv BL 1.5980 Q =72.71 11.63 C =150 0.120742 17'-8% Pf 2.139 92 9' -0 14.580 Pe 97 9' -0 16.720 17' -8'4 Pv BL 1.3940 0=72.71 15.28 C =150 0.234810 1 -1 Pf 0.254 97 9' -0 16.720 Pe 98 9'-0 16.974 1' -1 Pv BL 1.5980 0=72.71 11.63 C =150 0.120742 18' -8'/: Pf 4.070 98 9' -0 16.974 15' -0 Pe 143 9'-0 21.044 E(7' -0), T(8' -0) 33' -8'/ Pv BL 1.5980 0= 102.36 16.37 C =150 __ 0.227353 22' -11 Pf 6.802 143 9' -0 21.044 7'-0 Pe 199 9' -0 27.846 E(7' -0) 29' -11 Pv BL 1.5980 0= 129.51 20.72 C =150 0.351341 2' -1'/ Pf 3.557 199 9'-0 27.846 8'-0 Pe 220 9' -0 31.403 T(8' -0) 10'-1% Pv BL 2.0030 0= 189.41 19.29 C =150 0.236263 29' -3'.4 Pf 17.552 220 9' -0 31.403 45'-0 Pe 12.356 1334 9' -0 61.311 4EE(2' -0), 3E(9' -0), T(10' -0) 74' -31/2 Pv BL 1.3940 0=15.62 3.28 C =150 0.013650 2' -1'/ Pf 0.029 1334 9'-0 61.311 Pe 714 9'-0 61.340 2' -1'/ Pv BL 1.1010 0=7.59 2.56 C =150 0.011331 85' -7V Pf 1.197 714 9' -0 61.340 T(5' -0) 20' -0 Pe 668 9' -0 62.537 2E(5' -0), T(5' -0) 105' -7'/z Pv BL 1.3940 0=15.62 3.28 C =150 0.013650 9' -10'/ Pf 0.217 668 9'-0 62.537 6' -0 Pe 633 9' -0 62.753 T(6' -0) 15' -10''A Pv BL 1.1010 0=7.45 2.51 C =150 0.010956 37' -10 Pf 0.524 633 9'-0 62.753 10' -0 Pe 609 9' -0 63.277 E(5' -0), T(5' -0) 47' -10 Pv BL 1.3940 Q =15.62 3.28 C =150 0.013650 52' -5 Pf 0.879 609 9' -0 63.277 17-0 Pe 653 9'-0 64.157 E(6' -0), T(6' -0) 64' -5 Pv FM 2.0030 0= 189.41 19.29 C =150 0.236263 1' -9 Pf 0.409 653 9' -0 64.157 Pe 0.000 1330 9'-0 64.565 1' -9 Pv FM 2.1570 0= 189.41 16.63 C =120 0.248895 11' -5'/% Pf 9.892 1330 9' -0 64.565 28' -31/2 Pe 3.342 1149 1' -3'/2 77.799 2fE(4'- 3' /z), BV(7' -4%), P0(12'-:: 'h) 39' -9 Pv FM 4.2600 0= 189.41 4.26 C =120 0.009050 0' -9'V Pf 0.007 1149 1'-3% 77.799 Pe 0.343 1148 0'-6 78.150 0' -9'/: Pv BL 4.2200 0= 189.41 4.34 C =140 0.007124 3' -6 Pf 0.144 1148 0' -6 78.150 16' -8'% Pe 1.517 1147 -3' -0 79.811 E(16-8' /z) 20' -2%z Pv FM 4.2200 Q= 189.41 4.34 C =140 0.007124 109' -2 Pf 3.085 1147 -3' -0 79.811 16' -8'4 Pe . 1 -3'-0 82.896 E(16- 81/2), BFP(- 2.188), S 125' -11 Pv w Route 2 SP 0.8740 0=14.52 7.76 C =150 0.115782 1' -01 Pf 0.579 1374 10' -0 q =14.52 K=4.2 11.946 Spr(- 11.946) 4' -01 Pe 0.434 • 70 9' -0 12.958 E(4' -0) 5' -0 Pv BL 0.8740 0=14.52 7.76 C =150 0.115782 1' -3 Pf 0.492 70 9' -0 12.958 3' -0 Pe 79 9' -0 13.450 T(3' -0) 4' -3 Pv k, © M.E.P.CAD, Inc. F AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:53:30PM Page 4 '' ill [Hydraulic Analysis II Job Number: LM0010 - Flat Attic Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.3940 0=11.63 2.44 C =150 0.007905 8' -9Yz Pf 0.069 79 9'-0 13.450 Pe 82 9'-0 13.520 8' -9Y Pv BL 1.3940 0=26.53 5.58 C =150 0.036380 29' -2 Pf 1.061 82 9'-0 13.520 Pe • 92 9'-0 14.580 29' -2 Pv v Route 3 SP 0.8740 0=14.73 7.88 C =150 0.118991 V -0 Pf 0.476 1328 10' -0 q =14.73 K=4.2 12.304 Spr(- 12.304) 3' -0 Pe 0.434 28 9'-0 13.213 T(3' -0) 4'-0 Pv BL 1.5980 0=37.15 5.94 C =150 0.034859 3' -9 Pf 0.131 28 9' -0 13.213 Pe 35 9' -0 13.344 3' -9 Pv BL 1.5980 0=68.72 10.99 C =150 0.108783 7' -9 Pf 0.843 35 9' -0 13.344 Pe 69 9'-0 14.187 7' -9 Pv BL 1.5980 0=84.01 13.44 C =150 0.157732 1' -3 Pf 0.197 69 9' -0 14.187 Pe 72 9' -0 14.384 1' -3 Pv BL 1.5980 0= 116.71 18.67 C =150 0.289792 7'-9% Pf 2.258 72 9' -0 14.384 Pe 128 9'-0 16.642 7' -9Y Pv BL 1.3940 0=29.66 6.23 C =150 0.044688 97-6 Pf 4.402 128 9'-0 16.642 T(6' -0) 6'-0 Pe 143 9' -0 21.044 98'-6 Pv o Route 4 SP 0.8740 0=15.28 8.17 C =150 0.127378 1'-0 Pf 0.510 1373 10'-0 q =15.28 K=4.2 13.244 Spr(- 13.244) 3' -0 Pe 0.434 69 9'-0 14.187 T(3' -0) 4'-0 Pv ✓ Route 5 SP 0.8740 0=14.30 7.65 C =150 0.112587 1'-0 Pf 0.450 1337 10'-0 q =14.30 K=4.2 11.590 Spr(- 11.590) 3' -0 Pe 0.434 38 9'-0 12.474 T(3' -0) 4' -0 Pv BL 1.3940 0=17.21 3.62 C =150 0.016327 6' -11% Pf 0.114 . 38 9'-0 12.474 Pe 37 9'-0 12.587 6' -11Y Pv BL 1.3940 0=31.57 6.64 C =150 0.050184 9' -1 Pf 0.757 37 9'-0 12.587 6-0 Pe • 35 9'-0 13.344 T(6' -0) 15' -1 Pv GI Route 6 SP 0.8740 0=14.33 7.66 C =150 0.113075 1 -0 Pf 0.452 1338 10'-0 q =14.33 K=4.2 11.644 Spr(- 11.644) 3' -0 Pe 0.434 42 9'-0 12.530 T(3' -0) 4'-0 Pv ✓ Route 7 SP 0.8740 0=14.37 7.68 C =150 0.113573 1'-0 Pf 0.454 1336 10'-0 q =14.37 K=4.2 11.699 Spr(- 11.699) 3' -0 Pe 0.434 37 9'-0 12.587 T(3' -0) 4' -0 Pv GO Route 8 SP __ _ 0.8740 0=14.44 7.72 C =150 0.114658 1'-0 Pf 0.459 1308 10'-0 q =14.44 K=4.2 11.820 Spr(- 11.820) 3' -0 Pe 0.434 12 9'-0 12.713 T(3' -0) 4' -0 Pv BL 1.3940 0=6.48 1.36 C =150 0.002682 17' -61/ Pf 0.047 12 9'-0 12.713 Pe 14 9' -0 12.760 17' -6Y: Pv BL 1.3940 0=20.95 4.40 C =150 0.023495 29' -2 Pf 0.826 14 9' -0 12.760 6' -0 Pe 21 9'-0 13.586 E(6' -0) 35' -2 Pv BL 1.5980 0=20.95 3.35 C =150 0.012081 9' -0 Pf 0.109 21 9' -0 13.586 Pe 49 9' -0 13.694 9'-0 Pv at Route 9 SP 0.8740 0=14.46 7.73 C =150 0.114896 1' -0 Pf 0.460 1307 10' -0 q =14.46 K =4.2 11.847 Spr(- 11.847) 3' -0 Pe 0.434 10 9' -0 12.740 T(3' -0) 4' -0 Pv BL 1.3940 0=22.41 4.71 C =150 0.026625 9' -1 Pf 0.402 10 9 -0 12.740 6' -0 Pe 8 9' -0 13.142 E(6' -0) 15' -1 Pv BL 1.5980 0=22.41 3.59 C =150 0.013691 5' -3 Pf 0.072 8 9'-0 13.142 Pe 28 9' -0 13.213 5' -3 Pv co Route 10 �, © M.E.P.CAD, Inc. L`l AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:53:30PM Page 5 811 [Hydraulic Analysis Job Number: LM0010 - Flat Attic Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length SP 0.8740 0=14.47 7.74 C =150 0.115066 1' -0 Pf 0.460 . 1309 10' -0 q =14.47 K=4.2 11.866 Spr(- 11.866) 3' -0 Pe 0.434 14 9' -0 12.760 T(3' -0) 4'-0 Pv Route 11 SP 0.8740 Q =14.87 7.95 C =150 0.121079 1-0 Pf 0.484 - 1377 10'-0 q =14.87 K=4.2 12.538 Spr(- 12.538) 3' -0 Pe 0.434 78 9' -0 13.456 T(3' -0) 4' -0 Pv BL 1.3940 0=17.76 3.73 C =150 0.017312 7' -0 Pf 0.121 78 9' -0 13.456 Pe 75 9' -0 13.577 7-0 Pv BL 1.3940 0=32.70 6.87 C =150 0.053553 9' -1 Pf 0.808 75 9' -0 13.577 6' -0 Pe 72 9'-0 14.384 T(6' -0) 15' -1 Pv ✓ Route 12 SP 0.8740 0=14.91 7.97 C =150 0.121633 1'-0 Pf 0.487 1378 10'-0 q =14.91 K=4.2 12.600 Spr(- 12.600) 3' -0 Pe 0.434 82 9'-0 13.520 T(3' -0) 4'-0 Pv v Route 13 SP 0.8740 0=14.94 7.99 C =150 0.122124 1' -0 Pf 0.488 1376 10'-0 q =14.94 K=4.2 12.655 Spr(- 12.655) 3' -0 Pe 0.434 75 9'-0 13.577 T(3' -0) 4'-0 Pv Route 14 BL 1.5980 0=28.43 4.55 C =150 0.021260 9' -0 Pf 0.191 297 9'-0 29.957 Pe 257 9'-0 30.148 9'-0 Pv BL 1.5980 0=59.90 9.58 C =150 0.084374 6' -10'/ Pf 1.255 257 9' -0 30.148 8'-0 Pe 220 9'-0 31.403 T(8' -0) 14' -101/2 Pv ▪ Route 15 BL 2.0030 0= 173.79 17.70 C =150 0.201487 4' -1'% Pf 2.846 1334 9' -0 61.311 10'-0 Pe 653 9' -0 64.157 T(10' -0) 14' -1'4 Pv GI Route 16 BL 1.3940 0=8.03 1.69 C =150 0.003987 8' -2'% Pf 0.057 714 9'-0 61.340 6' -0 Pe 1427 9'-0 61.396 T(6' -0) 14' -21/2 Pv BL 1.1010 0=8.03 2.71 C =150 0.012580 81' -10 Pf 1.092 1427 9'-0 61.396 5'-0 Pe 743 9' -0 62.489 T(5' -0) 86' -10 Pv BL 1.3940 0=8.03 1.69 C =150 0.003987 12'-0 Pf 0.048 743 9'-0 62.489 Pe 668 9'-0 62.537 12'-0 Pv Route 17 BL 1.3940 0=8.17 1.72 C =150 0.004113 36' -1', Pf 0.198 633 9'-0 62.753 12' -0 Pe 563 9'-0 62.951 E(6' -0), T(6' -0) 48' -1'% Pv BL 1.1010 Q=4.23 1.42 C =150 0.003835 64' -0'% Pf 0.265 563 9'-0 62.951 5' -0 Pe 579 9'-0 63.216 T(5' -0) 69' -0'% Pv BL 1.3940 0=8.17 1.72 C =150 0.004113 8' -11 Pf 0.061 579 9'-0 63.216 6' -0 Pe 609 9'-0 63.277 T(6' -0) 14' -11 Pv w Route 18 BL 1.3940 0=3.94 0.83 C =150 0.001069 8' -11 Pf 0.010 526 9'-0 63.206 Pe 579 9'-0 63.216 8' -11 Pv GI Route 19 BL 1.3940 0=3.94 0.83 C =150 0.001069 8' -11 Pf 0.022 563 9'-0 62.951 T(6' -0) 12' -0 Pe 516 9'-0 62.974 E(6' -0) 20' -11 Pv BL 1.1010 0=3.94 1.33 C =150 0.003373 _ 64' -0'% Pf 0.233 516 9' -0 62.974 5' -0 Pe 526 9' -0 63.206 E(5' -0) 69' -0'/.- Pv - ✓ Route 20 BL 1.3940 0=31.47 6.61 C =150 0.049870 86' -0l Pf 4.588 241 9' -0 25.560 6' -d Pe 257 9' -0 30.148 T(6' -0) 92' -0 Pv ✓ Route 21 BL 1.5980 0=59.90 9.58 C =150 0.084374 9' -0 Pf 1.434 175 9' -0 24.126 - 8' -0 Pe 241 9' -0 25.560 T(8' -0) 17' -0 Pv (IV, © M.E.P.CAD, Inc. J AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:53:30PM Page 6 V HilitHydraulic Analysis Job Number: LM0010 - Flat Attic Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.5980 0=28.43 4.55 C =150 0.021260 9'-0 Pf 0.510 • 241 9'-0 25.560 T(8' -0) 15'-0 Pe 283 9'-0 26.070 E(7' -0) 24'-0 Pv BL 1.3940 0=28.43 5.98 C =150 0.041345 86-0 Pf 3.886 283 9' -0 26.070 8'-0 Pe ' 297 9' -0 29.957 2cpig(1' -0), E(6' -0) 94'-0 Pv o Route 22 BL 1.3940 0=27.15 5.71 C =150 0.037960 86' -0 Pf 3.720 175 9'-0 24.126 T(6' -0) 12'-0 Pe 199 9'-0 27.846 T(6' -0) 96-0 Pv GP Route 23 BL 1.5980 0=87.05 13.93 C =150 0.168480 29' -5 Pf 7.483 128 9'-0 16.642 15'-0 Pe 175 9'-0 24.126 E(7' -0), T(8' -0) 44' -5 Pv two Route 24 BL 1.3940 0=2.91 0.61 C =150 0.000609 8' -91/2 Pf 0.005 40 9'-0 12.468 Pe 38 9'-0 12.474 8' -9'/2 Pv rr Route 25 BL 1.3940 0=2.89 0.61 C =150 0.000602 8' -9 Pf 0.005 79 9'-0 13.450 Pe 78 9'-0 13.456 8' -9 Pv GI Route 26 BL 1.3940 0=7.96 1.67 C =150 0.003921 7'-0 Pf 0.027 12 9' -0 12.713 Pe 10 9' -0 12.740 7'-0 Pv Equivalent Pipe Lengths of Valves and Fittings (C =120 only) I C Value Multiplier II Actual Inside Diameter 4 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 • 66,, © M.E.P.CAD, Inc. ( AutoSPRINK® VR7 v7.1.7 05/03/2010 2:53:30PM Page 7 [ Hydraulic 11 Analysis Job Number: LM0010 Flat Attic Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend • AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Back Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple P Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11Y: Elbow Ee2 22V2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. E;jyAutoSPRINK® VR7 v7.1.7 05/03/2010 2:53:30PM Page 8 (Hydraulic Graph Job Number: LM0010 - Flat Attic Report Description: Light Hazard Supply at Node 1 100 1 1 I tatic Pressure 96.000 1480.00 (;) 94.000 90 • 89.41 @ 82.896 89.41 with hose streams 80 70 60 a ' S0 a. System demand curve 40 1 30 20 10 0 i 8111111111 111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'I 50 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Grail Supply at Node 1 steno Preaaure 96.000 Residual Prauure 1480.00 @ 94.000 Available Measure ® Tuns of Test 95.902 © 289.41 System Demand 189.41 @ 82.896 System Demand (Including Hose Allowan[e) 289.41 @ 82.896 (�, © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/03/2010 2:53:37PM Page 9 111[Flow Diagram (Top View) II Job Number: LM0010 - Flat Attic Report Description: Light Hazard _.r---- - - - - -1 rtt 9j., V , < .: •r.d a __— - --I w � `,f burn i 44. - } % tt IT � t � . � I � '� _ J L �- 3 ti I) Li C I 1 s i (ham, © M.E.P.CAD, Inc. jj AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:53:44PM Page 10 April 16, 2010 Sprinkler 112a • , • I • NIIQNG TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com 1. DESCRIPTION Viking Microfast® QR COINTM Sprinklers are quick response specific application sprinklers for combustible interstitial (concealed) spaces. These upright sprinklers are designed for use in specific light hazard combustible, as well as non - combusti- / ble, concealed spaces requiring sprinkler protection. The orifice design of the Viking Microfast® QR COINT"' Sprinkler, with a nominal K- Factor of 4.2 (57 metric *), allows I efficient use of available water supplies for hydraulically designed fire protection systems. The glass bulb operating element and special deflector combine speed of , , , operation and area of coverage to meet the crucial fire protection requirement for \9411M shallow space combustible concealed spaces. FEATURES --- --- In some cases COINT"" Sprinklers can allow the use of CPVC piping within the concealed spaces of applications requiring sprinkler protection in open truss construction of both wood and steel trusses (see Figure 2) and solid wood or composite wood joist with upper deck filled with non - combustible insulation (see Figure 3). COIN" Sprinklers can also be installed with steel pipe in protected areas constructed of solid wood joists (see Figure 4), and solid wood or composite wood joist with upper deck filled with non - combustible insulation (see Figure 5), and in open truss construc- tion of both wood and steel trusses (see Figure 6). When using steel pipe, COIN Sprinklers can be applied as a dry system using air or gas as a supervisory medium (Figures 4, 5, and 6). 2. LISTINGS AND APPROVALS • cULus Listed: Category VNIV Refer to the Approval Chart on page 112c and Design Criteria on pages 112c -g for cULus Listing requirements that must be followed. The COINTM Sprinkler has been tested to address the proper application density for shallow concealed combustible space fire pro- ' tection when installed in accordance with this technical data page. The COINT"" Sprinkler must be installed in the upright position as specified in the appropriate application described in Figures 2 -6. The clearance from the sprinkler deflector to the roof is critical to operation of the sprinkler (refer to Figures 2 -6). The clearances from pipe to lower ceiling for CPVC pipe is critical for protection of CPVC pipe. For open truss and joist spaces, the maximum detection area is important for proper installation. Draft curtains or heat collection baffles or solid walls are required using wood or other product that will not allow heat to escape. The maximum detection space shall be limited to 1000 sq ft (93 sq m). The draft curtain is required to protrude down from the top deck surface as specified herein. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to Design Criteria on pages 112d and f-g. Viking Technical Data may be found on Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) The Viking Corporatlon% Web site at Testing: U.S.A. Patent No. 4,831,870 http: //www.vlkinggroupinc.com. Thread size: 1/2" (15 mm) NPT The Web site may Include a more recent Nominal K Factor: 4.2 U.S. (57 metric *) edition of this Technical Data Page. 'Metric K -factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K -factor shown by 10.0. Glass -bulb fluid temperature rated to -65 °F ( -55 °C) Overall Length: 2 -1/4" (57 mm) Material Standards: Frame Casting: Brass UNS- C84400 Deflector: Brass UNS- C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS- C36000 Form No. F_110503 Replaces page 112a -i, dated February 2, 2007. (Changed the metric K- factor to 57.) Sprinkler 112b April 16, 2010 • VIKING TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com Pip Cap and Insert Assembly: Copper UNS- C11000 and Stainless Steel UNS- S30400 Ordering Information: (Also refer to the current Viking price list.) Order the Microfast® OR COINTM Sprinkler using Part Number 12493AD. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000). Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During a fire condition, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern to extin- guish or control the fire, and protect the piping in the interstitial space. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. P r o t e c t i v e Wrench Sp rinkler _ 7. AVAILABILITY Flat , Cap The Viking Microfast® QR COINT"' Sprinkler is available through a network __ of domesticand international distributors. See The Viking Corporation web �� -� _ If mow site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. • 10896 m)) Figure 1: Standard Sprinkler Wrench 10896W/B TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES S,prinklerTemperatu�e : . ,p� i r ikler : Norrririal c "Maximum.Anitiient `t • : '4 ` : < '= ?C' ;,,t:, ,'... - -∎t• r r.. • Bulb Color rCli ssification Temperature, Rating' ' : Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow • Sprinkler Finish: Brass Footnotes ' The sprinkler temperature rating is stamped on the deflector. z Based on NFPA -13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. r April 16, 2010 Sprinkler 112c - • • "? • l ' 0 1 ' • TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com - ,, .fns'. s3.. ;s '" y. *#114y. o . T ." '-- .. ... , : ,, -- '' 'r' :. - -�a, .b. '$w7::e�,,,, --y. ,,.,% .. fi �' - • : A PPro a . 1• " _.,- ... r� � ;� -� ; ;�, mss, �.. �_ , � , ,,.;. ,•, �,—'. T -_... i • r "'t . 9 . 1 . ' + , y. • .,, t t. ,r V'.' s . ., ., It's i ' f ✓ V ' - o.v. v. " . ; r � x j s` 4 . + . A .�� Microf + COIN?".'$ • '3 : ; # �, Fm , � i . :J; ... h . >- pe clflctA ppllca , Upp,A13 Uprlgh t�S p rinkler mlo r � , A Esam �e > 1`; n#:t 1 ,. .. ti ".'V''''''''-`1. f : n . y. rS i lir:' : L' 7+ i'° , • I v,... I',4 n e ; x , -'w 'i ; � � .' . _ '. 7.:. ,r..v� y.A ro o rLlght ancle s.OP,_ :, ;• :.,, ; ?� „,. .: F . , _Hazard,Occiip . ,. , x .... _ � , . ,. r •�. .:.. �. � . Part Maximum Thread Size Nominal Overall Length Listings and Approvals' SIN K- Factor (Refer also to Design Criteria on pg 112d.) Number' Pressure NPT BSP U.S. metric' Inches mm cULus FM NYC LPCB CE 0 12493AD VK900 175 psi 1/2” 15 mm 4.2 57 2 -1/4 57 Al — — — — -- Approved Temperature Rating Approved Finish A - 175 °F (79 °C) 1 - Brass Footnotes ' Also refer to Viking's current price schedule. 2 Metric K- factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K- factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. ' Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. : +: ' '''''�„„�,,.. �. ..' .} ¢, a. - y�+ 1 j�.w S' :�$.du.�� +� t '''g' "• - x'45' ,pESIGN�:CRITERIAt. CPYCIPIP :.(See Flgures.2:and 3)- , 4:.,.; ,11 t'.: -.. . 1 ,,:,. . ,.,; • , : ,j : r , ,.(Also; efe ►)tortheNpr9Jal .Cilbit.onpage.112d .;„„ ." : : _.. .._.. , •, _ The Viking COINTM Sprinkler MUST be installed in the upright position. APPLICATION Horizontal interstitial concealed spaces constructed of engineered open wood trusses, non - combustible bar joist, and non - combustible insulation filled solid or composite wood joist construction having roof pitch of 0/12 to 2/12. NOTE: In order to be considered "non- combustible insulation filled solid wood or composite wood joist construction", the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COINTm Sprinklers in the event of a fire. A. Concealed Space Limitations The concealed space is not limited in size: • Draft curtains (heat collection baffle) or full height walls must be provided to limit the maximum area in order to confine heat of localized detection area to 1000 sq ft (93 sq m). • The draft curtain must be at least 1/3 the depth of the concealed space or 8" (200 mm), whichever is greater, for open truss construction. • For joist construction of solid wood or composite wood with solid filled non - combustible insulation, a solid wall or draft curtain (heat collection baffle) must drop below the joist a minimum of 6" (152 mm) and run laterally with the joist spaced at 25 ft (8 m) width maximum with maximum detection area of 1000 sq ft (93 sq m). The draft curtain must be constructed of material that will not allow heat to escape through or above it; this may be %" (6.4 mm) thick plywood. B. Concealed Space Height Wood truss or non - combustible bar joist (Figure 1): • Maximum height of the space: 36" (914 mm). • Minimum height: 12" (305 mm) • Maximum roof pitch: 2/12 (9 °) Where applied to pitch roof and flat ceiling, maintain specified clearances from sprinkler deflector to truss and maximum height of pipe run to ceiling or non - combustible ceiling insulation in all locations. NOTE: The sprinkler deflector shall be installed parallel with the roof plane. Solid wood or composite wood joist with non - combustible filled insulation only (Figure 2): • Maximum depth of concealed space is 36" (914 mm) from bottom of upper deck joist to top of ceiling. • Minimum depth is 8" (203 mm) from bottom of upper deck joist to top of ceiling joist or non - combustible ceiling insulation. C. System Type • Light Hazard, Wet Pipe System D. Minimum Density • 0.10 gpm /sq ft (4.1 mm /min). (continued on page 112d.) Sprinkler 112d April 16, 2010 V - • I ' P 1 VIKING TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) • The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com • 1:'` ,?'' ? • ' 1pESIGN .CRITERIA CPVC sl?IP,�;(see�Figu 2'and'3) ' .... _ -r' ... .... y,:,. • ( Also teferto :theAPPmval;Chait'onpage 112d) `•' (continued from page 112c.) E. Spacing of COINTM Sprinklers • Minimum Spacing: 7 ft (2.4 m) • Maximum Spacing: 12 ft (3.7 m) NOTE: The spacing does not include additional sprinklers required for obstructions for use of CPVC pipe that includes offsets. F. Maximum Area of Coverage • 144 sgft (13.4sgm) G. Minimum Operating Pressure • 8.0 PSI (.55 Bar) H. Obstructions • All obstruction criteria per NFPA 13 shall apply unless specified differently in this data sheet. I. Remote Area • 1000sgft (93sgm) NOTE: This area does not include additional sprinklers for protection of CPVC pipe over obstructions. J. UL Listed CPVC Pipe for use with COINT" Sprinklers The Viking COINT"" Sprinkler is UL Listed for use with CPVC pipe products listed for use in concealed spaces with sprinklers". "Currently listed products are manufactured under the BlazeMaster®, FireLock®, and FlameGuard® trade names. - In order to use CPVC products, the bottom of the horizontal run must be no greater than 6" (152 mm) or 1/3 of the total space, whichever is smaller, above the ceiling or non - combustible insulation. The CPVC pipe can supply the COINTM Sprinklers and the ceiling sprinklers below. Use all guidelines and installation instructions as specified by the CPVC pipe manufacturers unless specified differently in this data sheet. When using 1" (DN25) pipe or . larger, a hanger must be located at the truss nearest the sprig for restraint. If using' /." (DN20), all sprigs over 12" (305 mm) must include lateral bracing. For use of listed CPVC pipe products in concealed spaces using the COINT"" Sprinkler, a minimum lateral distance of 18" (450 mm) must be maintained between the CPVC pipe and the heat sources (e.g. HVAC heat pump units, fan motors, and heat lamps, etc.) Where CPVC pipe must be installed above the maximum distance of 6" (152 mm) or 1/3 of the total space, whichever is smaller, above the ceiling or non - combustible insulation when piping around obstructions, additional COINT"' Sprinklers must be installed as shown in Figures 2 and 3 in order to protect the CPVC product. The vertical sprinkler deflector clearance to the bottom of the roof deck is 2" to 4" (51 mm to 100 mm) for open truss construction wood or steel . For solid wood or composite wood joist construction with solid fill non - combustible insulation, the clearance from the sprinkler deflector to the bottom of the joist is 1 -1/2" to 2" (40 mm to 50 mm). Also, a draft curtain (heat baffle) made of plywood at least ''h" thick must drop below the joist 6" (152 mm) or 1/3 the space, whichever is smaller, and run laterally with the joist, spaced at 25 ft (8 m) width maximum, or solid wall construction to limit the area of detection coverage to 1000 sq ft (93 sq m). When applying CPVC pipe with the COINT"" Sprinkler, the system must be a wet pipe system only. Also, with solid wood or wood composite joist construction, the upper joist must be completely filled with non - combustible insulation. (continued on page 112f.) i April 16, 2010 Sprinkler 112e - • , o • 1 ' • 1 ' . VIKING TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com 4 -I' (114 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST WHEN CLEARANCE OF UPPER CLEARANCE SPRINKLER TO SPRINKLER TO DECK IS DECK DECK 2' (51 mm) MINIMUM LESS THAN 4' (100 mm) — ..— 4' (100 mm) MAXIMUM COIN SPRINKLER 2S 2 S - / 2S 6' (152 mm) FRAME ARMS OF- ' MAXIMUM FOR \1 a SPRINKLER SHOULD FOR CPVC PIPE DRAFT CURTAIN BE PARALLEL WITH (HEAT COLLECTION TRUSS OR JOIST ' .�I►7I�I�I\ 36' (914 rim) MAXIMUM BAFFLE) 8' (200 mm) INDEPENDENT OF 12' (305 mm) MINIMUM OR 1/3 HEIGHT, PIPE RUN \ / WHICHEVER IS - IPZI ■ I� OBSTRUCTION I^I lyl— MI wi. WHEN CPVC PIPE IS INSTALLED 6' (152 mm) MAXIMUM CLEARANCE CEILING OVER OFFSET, COIN SPRINKLER FOR CPVC PIPE TO CEILING OR MUST BE INSTALLED DIRECT TO NON- COMBUSTIBLE CEILING INSULA- CPVC PIPE OVER OBSTRUCTION TION, OR 1/3 ACTUAL SPACE, WHICH- EVER IS SMALLER C4' (100 mm) FOR 12' (305 mm) TRUSS] Figure 2: Wood and Steel Open Truss Construction Using CPVC Pipe (Cross Section View) FRAME ARMS OF COIN SPRINKLER SHOULD BE PARALLEL WITH TRUSS OR JOIST INDEPENDENT OF PIPE RUN UPPER CLEARANCE SPRINKLER TO DECK BOTTOM JOIST 1-1/2' mm) NON- COMBUSTIBLE MINIMUM, 2' (50 mm) m) MAXIMUM INSULATION A :.rg• in � .se ► i i i • D i i i 0.::4 i o ' pippin i i 1•i•i i i•• �i i i i i i i i i 1 V i i• I ii Di • i • i•••i 1 • • • .1 • • • • 1• • • • •110000. ...........4, II • • • • 1� •• • • • 1r • • • • • • • • IIN°001 I I • • • I ..•••••••• •444 44,44 • ••• 4 • 1• D .• • • • • • ••� • 1 1 •••• p • • • • • ■∎ • • � • 6' (152 mm) COIN COMPOSITE �� SPRINKLER WOOD JOIST (1 MAXIMUM FOR CPVC I I I \ PIPE _ SOLID WOOD MAX. 36' (914 mm) DRAFT CURTAIN (HEAT) 2 X JOIST MIN. 12' (305 mm) COLLECTION BAFFLE) PROTRUDE BELOW COIN JOIST 1/3 SPACE OR 6' (152 mm), SPRINKLER a' (203 mm) WHICHEVER IS SMALLEST FOR AREAS MINIMUM LARGER THAN 1000 SO FT (93 sq n) _ Al L ' l I -4- 1 A VI 1 e '1 1A W . A IA 1A ; % AMA I A1 = �1 1�1 • OBSTRUCTION CEILING 6' (152 mm) MAXIMUM CEILING FRAMING CLEARANCE FOR CPVC PIPE TO CEILING OR WHEN CPVC PIPE INSTALLED NON - COMBUSTIBLE CEILING INSULATION, OVER OFFSET, COIN SPRINKLER OR 1/3 ACTUAL SPACE, WHICHEVER IS MUST BE INSTALLED DIRECT TO SMALLER (FOR EXAMPLE, 4' (100 MM) FOR CPVC PIPE OVER OBSTRUCTION 12' (305 mm) MINIMUM SPACE. Figure 3: Solid Wood or Composite Wood Joist Construction with Non - Combustible Insulation Filling Upper Deck Using CPVC Pipe (Cross Section View) Sprinkler 112f April 16, 2010 - • • ' • 1 RESPONSE UPRIGHT TECHNICAL DATA SPRINKLER SIN VK900 (SPECIFIC APPLICATION) • The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877- 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com kr •�s '.L.''..�:...• :....r ..., :, ,; „DESIGN CRITERIA -' STEEL •PIPE .(See:Figures 4, 5;`and 6) : • Y : (Also" refer "to the Approval Chait on :page112d). , ; The Viking COIN' Sprinkler MUST be installed in the upright position. APPLICATION Horizontal concealed spaces of solid wood joist construction with a roof pitch of 0/12 to 2/12 maximum. The upper joist is constructed of solid wood or composite wood with a maximum depth of 12" (305 mm) typically on center of 16" (400 mm) minimum spacing. Also, steel pipe may be applied in truss construction and solid filled non - combustible insulation in upper deck and wood or composite joist construction similar to that shown in Figures 2 & 3 with the exception of extra sprinklers are not required over obstructions. Also, there is no minimum clearance for supply pipe to upper joists. With the COINT"" Sprinkler applied using steel pipe, the system may be wet, dry, or preaction type for truss wood or steel construction; solid wood; or solid wood or composite with non - combustible solid fill insulation (see Paragraph J on page 112g). NOTE: In order to be considered "non- combustible insulation filled solid wood or composite wood joist construction", the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COIM"' Sprinklers in the event of a fire. A. Concealed Space Limitations The total concealed space is not limited, but blocking between joists and upper deck must be constructed of material that will not allow heat to escape through or above the blocking. The blocking must be constructed to the full depth of the upper joist, and must be constructed using a non - combustible material or a material that is the same as that of the joist construction. A maximum channel space for blocking is 32 ft (9.75 m) intervals. Also, solid wall construction or draft curtains (heat collection baffles) must protrude below the joist a minimum of 6" (152 mm) or 1/3 the space, whichever is smallest, and run laterally with the joist spaced at 25 ft (8 m) width maximum to limit the heat detection space to a maximum of 1000 sq ft (93 sq m). The draft curtain may be constructed of 1 /4° (6.4 mm) thick plywood to prevent heat from escaping beyond. NOTE: When non - combustible solid filled insulation is used, the wood blocking is not required. B. Concealed Space Height Joist Construction: • Maximum depth or height of concealed space: 36" (914 mm) from bottom of upper deck joist to top of ceiling joist. • Maximum space from bottom of upper deck to ceiling surface (bottom of joist): 54" (1 372 mm). See Figure 4. • Minimum depth or height of concealed space: 6" (152 mm) from bottom of upper deck joist to top of ceiling frame joist. Truss Wood or Steel: • Maximum height from inside ceiling to inside deck of concealed space: 36" (914 mm). • Minimum height from inside ceiling to inside deck of concealed space: 12" (305 mm). C. System Type • Light hazard, wet pipe system, or dry pipe or preaction system supervised with air or gas when using steel pipe only. D. Minimum Density • 0.10 gpm /sq. ft. (4.1 mm /min). E. Spacing of COINTM Sprinklers • Minimum Space Between Sprinklers: 7 ft (2.1 m) • Maximum Space Between Sprinklers: 12 ft (3.7 m) F. Maximum Area of Coverage • 144 sq ft (13.4 sq m) G. Minimum Operating Pressure • 8.0 PSI (.55 Bar) H. COINT" Sprinkler Deflector Position - The COINTM Sprinkler shall be installed in the upright position. The frame arms can be installed parallel with the joist of upper deck or with the pipe. For solid wood joist without insulation ( Fioure 4) or solid or composite wood with non - combustible filled joist (Figure 5)i • The sprinkler deflector must be 1 -1/2" to 2" (40 mm to 50 mm) from the bottom of the upper deck joist. When the roof is pitched, the deflector must run parallel with the roof joist maintaining minimum and maximum clearances as specified. (continued on page 112g.) April 16, 2010 Sprinkler 112g • TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs@vikingcorp.com (continued from page 112f.) For truss construction. wood or steel bar joist (Figure 6); • Sprinkler deflector must be 2" to 4" (51 mm to 100 mm) to upper deck bottom surface. Obstruction criteria per NFPA for standard spray sprinklers apply, unless specified differently in this data sheet. I. Remote Area The remote area for wood truss construction or bar joist construction (Figure 6) or solid wood joist construction (Figure 4) is 1000 sq ft (93 sq m) for wet pipe systems or 1300 sq ft (121 sq m) for dry pipe systems. The remote area for non - combustible insulation filled solid wood joist or wood composite joist construction (Figure 5) is to be calculated per the require- ments of NFPA 13. J. Piping System Steel pipe installed in accordance with NFPA 13 standards may be applied. The steel pipe may be hung from the upper joist or truss using proper sup- ports. The sprinkler deflector must be positioned as indicated in paragraph H on page 112f. Extra sprinklers are not required or protection of pipe when offsetting for obstructions. Ceiling sprinklers below the concealed space may be fed from the same piping as the COINTM Sprinklers. When acceptable to the Authority Having Jurisdiction, these sprinklers may be used in dry pipe systems when installed using corrosion- resistant or internally galvanized pipe. Precedence for allowing 4.2K sprinklers to be used on dry pipe systems utilizing corrosion- resistant or internally galvanized steel pipe is based on paragraph 8.3.4.3 of NFPA 13 (2007 edition). The minimum operating pressure of 8.0 PSI (.55 Bar) referenced on this data sheet is based solely on specific fire tests conducted for cULus Listing. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, . APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. k. Sprinkler 112h April 16, 2010 - • . • 1 ' . 1 ' NII(ING TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER SIN VK900 (SPECIFIC APPLICATION) • The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 -384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com FRAME ARMS OF SPRINKLER SHOULD BE PARALLEL WITH TRUSS OR JOIST INDEPENDENT OF PIPE RUN UPPER CLEARANCE SPRINKLER TO BOTTOM JOIST 2 X FLOOR DECK 2' ( 5' (40 (50 (4 MINIMUM JOIST 2' < MAXIMUM XIMUM . . . .. _... ,..- r : _. -7 - 7 7 - : , . . -.... . . . .. . . . ...-■ 1 :3 L - .. ... _ _ ___ _ 7_ _ _J. - r - . . . . ' - 2 - - . • . --__ _J. - - _ 1( 1_d!.�I VI i D 6' (152 nn) BLOCKING COIN SPRINKLER ❑ 36' (914 mm) 54' MAX. Iq p� �q p� p� p� ( 1 37 mm) F r 11N W W W N N ! .. W 1 DRAFT CURTAIN (HEAT COLLECTION BAFFLE) CEILING PROTRUDE BELOW JOIST CEILING FRAMING 1/3 SPACE OR 6' (152 mm), WHICHEVER IS SMALLEST FOR AREAS LARGER THAN 1000 SQ FT (93 sq m) . Figure 4: Solid Wood Joist Construction (Steel Pipe, Cross Sectional View) FRAME ARMS OF SPRINKLER SHALL BE PARALLEL WITH TRUSS OR JOIST INDEPENDENT OF PIPE RUN NON- COMBUSTIBLE CLEARANCE SPRINKLER TO BOTTOM UPPER INSULATION JOIST 1 -1/2' (40 mm) MINIMUM DECK 2' (50 mm) MAXIMUM A 1' 11:41444;1440:44:444•40110000.1i I W00411~0 I I••• •• I I ,• • • • • • • • 111• • • • • • • • • 4 I I •••• I (� •••••1-•• I I NNW SOLID WOOD 2 X WOOD JOIST it_4IPOI ■■lul. IV Q u '— - 6' (152 mm) COMPOSITE COIN SPRINKLER ❑ 36' (914 mm) WOOD JOIST • • • • • • • • • • • AA 1 DRAFT CURTAIN \--CEILING CEILING (HEAT COLLECTION BAFFLE) FRAMING PROTRUDE BELOW JOIST 1/3 SPACE OR 6' (152 mm), WHICHEVER IS SMALLEST FOR AREAS LARGER THAN 1000 . SQ FT (93 sq m) Figure 5: Solid Wood or Composite Wood Joist Construction with Non - Combustible Insulation Filling Upper Deck (Steel Pipe, Cross Sectional View) April 16, 2010 Sprinkler 112i • , • ' . ' RESPONSE UPRIGHT TECHNICAL DATA SPRINKLER SIN VK900 ( SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269- 945 -9501 Technical Services: 877 - 384 -5464 Fax: 269 -818 -1680 Email: techsvcs @vikingcorp.com 4 -}' (114 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST WHEN CLEARANCE OF SPRINKLER u PPER CLEARANCE SPRINKLER TO DECK TO DECK IS LESS THAN 4' (100 mm) -� DECK 2' (51 mm) MINIMUM COIN SPRINKLER 4' (100 mm) MAXIMUM I � / I � 36' (914 mm) MAXIMUM 12' (305 mm) MINIMUM FRAME ARMS OF SPRINKLER Ita I I DRAFT CURTAIN (HEAT SHOULD BE PARALLEL WITH CEILING COLLECTION BAFFLE) 8' TRUSS OR JOIST INDEPENDENT SPRINKLER FOR (200 mm) OR 1/3 HEIGHT, OF PIPE RUN LOWER ROOM WHICHEVER IS GREATER PROTECTION OPEN WOOD OR STEEL TRUSS CONSTRUCTION CONCEALED SPACE • Figure 6: Wood and Steel Open Truss (Steel Pipe, Cross Sectional View) • 1 -1/ (31,8 mm) 2 -1/4' ' (57 mm) IL 1/ 7/16' (11,1 mm) (15 mm) Nominal Pipe NPT Engagement (Dimensions are approximate.) Figure 7: Sprinkler Dimensions THIS PAGE INTENTIONALLY LEFT BLANK Form No. F_110503 Replaces page 112a -i, dated February 2, 2007. (Changed the metric K- factor to 57.) FR5zo 0004/7 [Hydraulic Overview Report Description: Light Hazard Job Job Number Design Enables, LM0010 Jared Hill Job Nerve Phone FAX • The Knoll (503) 657 -5155 (503) 657 -5182 Address I State C,eMkatimJLioems Number 8485 SW Hunziker 104570 Address 2 AHJ • City of Tigard City State Zip Code Job Site Tigard OR System Density Area of Apparntlon 0.100gpm/ft 2535.008 (Actual 2597.74ft Most Demanding SpdnIder Data Hose Sbeanm 5.6 K- Factor 14.82 at 7.000 100.00 Coverage Per SpMlder Number OI Sprinklers Calculated 100.00ft 24 System Prssataa Demand System Flow Demand 84.994 442.84 Total Demand Pressure Result 542.84 @ 84.994 +10.694 (11.2 %) Supplies Check Point Gauges Node Flow(aom) Hose Flow(oam) Static(asi) Residuai(Dsi) Identifier Fressure(psil K- Factor(K) Flow(ooml 1 1480.00 100.00 96.000 94.000 F�` PROF Cs� �NGINFF 80785PE OREGON VG N E 30. r' 9 '14 PED A. HIV' EXPIRES:6 ho // The Knoll.cad Supply at Node 1 (1480.00, 100.00, 96.000, 94.000) a ._. --- 100 11_1.-_1-..■_I I s tatic Pressure 96.000 a 90 442.84 @84.994 1480.00 @ 94.000 - •I I I 80 542.84 with hose streams 70 60 a. Pi 50 system demand curve I ^r 40 30 20 J�� '' G�{i� -{ 10 .• J . O ulRllu HUiNiI lluuui ulullu 111111111 ul, ulJl uliillll 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Ij,© M.E.P.CAD, Inc. Q1.; AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:47:36PM Page 1 Hill [Hydraulic ry Summa Job Number: LM0010 Report Description: Light Hazard Job Job Number Design Erp4m LM0010 Jared Hill Job Name State CestlficaboVUcense Number The Knoll 104570 Address 1 AHJ 8485 SW Hunziker City of Tigard Address 2 Job Site City State Zip Code Drawing Name Tigard OR The Knoll.cad System Remote Area(s) Most Demanding Sorblder Data Occupancy Job Sulks 5.6 K- Factor 14.82 at 7.000 Light Hazard Hose Allowance N Source Density Area of Appirat on 100.00 0.100gpm/ft 2535.00ft (Actual 2597.74ft Additional Hose Supplies Number Of Swadders Cat dated Coverage Per Sprinkler Node Flow(gom) 24 100.00ft AutoPeak Results Pressure For Remote Area(e) Adjacent To Most Remote Area Total Hose Seems • , • 100.00 • System Flow Demand r Total Water Required (IoC .at rg Hose Allowance) 442.84 542.84 • Mednum Pressure Unbalance to Loops 0.000 • Maximum Velocity Abow Ground 21.62 between nodes 24 and 1322 Maximum Velodty Under Ground Vane cepaay of Wet Pipes Wine capacity of Dry Pipes 716.48gal Supplies '• • Hose Flow I Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (qpm) I (psi) (psi) (qpm) (psi) (gam) (psi) (psi) 1 100.00 I 96.000 94.000 I 1480.00 95.687 I 542.84 84.994 I 10.694 Contractor - Conbador Number Contact Name Contact Title 21 Jared Hill Fire Protection Enginee _ Name of Contractor Phone _ Extension Western States Fire Protection Co. (503) 657 -5155 Address 1 FAX 13896 Fir St. Suite B (503) 657 -5182 Address 2 E.rtroil Jared.Hill @wsfp.us City State Zip Code Web -Site Oregon City OR 97045 ((� © M.E.P.CAD, Inc. J AutoSPRINK® VR7 v7.1.7 05/03/2010 2:47:42PM Page 2 I M (Summary Of Ouiflowing Devices II Job Number: LM0010 Report Description: Light Hazard Actual Flow Minimum Flow K- Factor Pressure Device (qpm) (qpm) (K) (psi) Sprinkler 1313 15.78 10.00 5.6 7.941 Sprinkler 1314 16.04 10.00 5.6 8.203 Sprinkler 1315 16.48 10.00 5.6 8.659 Sprinkler 1316 17.14 10.00 5.6 9.364 Sprinkler 1317 17.79 10.00 5.6 10.091 Sprinkler 1318 18.98 10.00 5.6 11.486 Sprinkler 1319 20.46 10.00 5.6 13.345 Sprinkler 1320 22.24 10.00 5.6 15.771 Sprinkler 1321 24.34 10.00 5.6 18.890 Sprinkler 1322 26.77 10.00 5.6 22.859 Sprinkler 1331 15.01 10.00 5.6 7.189 Sprinkler 1332 15.05 10.00 5.6 7.224 Q Sprinkler 1359 14.82 10.00 5.6 7.000 Sprinkler 1360 14.85 10.00 5.6 7.035 Sprinkler 1361 14.98 10.00 5.6 7.156 Sprinkler 1362 15.24 10.00 5.6 7.406 Sprinkler 1363 15.67 10.00 5.6 7.835 Sprinkler 1364 16.32 10.00 5.6 8.495 Sprinkler 1365 16.96 10.00 5.6 9.171 Sprinkler 1366 18.12 10.00 5.6 10.467 Sprinkler 1367 19.55 10.00 5.6 12.190 Sprinkler 1368 21.28 10.00 5.6 14.437 Sprinkler 1369 23.31 10.00 5.6 17.323 Sprinkler 1370 25.66 10.00 5.6 20.995 b Most Demanding Sprinkler Data !f , © M.E.P.CAD, Inc. EiAutoSPRINK® VR7 v7.1.7 05/03/2010 2:47:48PM Page 3 811 [Hydraulic Analysis Job Number: LM0010 R eport Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length v Route 1 . BL 2.0670 0=14.82 1.42 C =100 0.003849 9' -0 Pf 0.035 1359 5-3 q =14.82 K =5.6 7.000 Spr(- 7.000) Pe 1360 5' -3 7.035 9' -0 Pv BL 2.0670 0=29.67 2.84 C =100 0.013906 8' -9 Pf 0.122 1360 5-3 q =14.85 K =5.6 7.035 Spr(- 7.035) Pe 1361 5-3 7.156 8' -9 Pv BL 2.0670 0=44.65 4.27 C =100 0.029621 8' -5 Pf 0.249 1361 5-3 q =14.98 K =5.6 7.156 Spr(- 7.156) Pe 1362 5-3 7.406 8' -5 Pv BL 2.0670 0=59.89 5.73 C =100 0.050995 8' -5 Pf 0.429 1362 5-3 q =15.24 K =5.6 7.406 Spr(- 7.406) Pe 1363 5-3 7.835 8' -5 Pv BL 2.0670 Q =75.56 7.22 C =100 0.078399 8' -5 Pf 0.660 1363 5' -3 q =15.67 K =5.6 7.835 Spr(- 7.835) Pe 1364 5' -3 8.495 8' -5 Pv BL 2.0670 0=91.89 8.79 C =120 0.080344 8' -5 Pf 0.676 1364 5-3 q =16.32 K =5.6 8.495 Spr(- 8.495) Pe 1365 5-3 9.171 8' -5 Pv BL 2.0670 0= 108.84 10.41 C =100 0.154000 8' -5 Pf 1.296 1365 5' -3 q =16.96 K =5.6 9.171 Spr(- 9.171) Pe 1366 5' -3 10.467 8' -5 Pv BL 2.0670 0= 126.96 12.14 C =100 0.204751 8' -5 Pf 1.723 1366 5-3 q =18.12 K =5.6 10.467 Spr(- 10.467) Pe 1367 5' -3 12.190 8' -5 Pv BL 2.0670 0= 146.51 14.01 C =100 0.266875 8' -5 Pf 2.246 1367 5' -3 q =19.55 K =5.6 12.190 Spr(- 12.190) Pe 1368 5' -3 14.437 8' -5 Pv BL 2.0670 0= 167.79 16.04 C =100 0.342970 8' -5 Pf 2.887 1368 5' -3 q =21.28 K =5.6 14.437 Spr(- 14.437) Pe 1369 5' -3 17.323 8' -5 Pv BL 2.0670 0= 191.10 18.27 C =100 0.436275 8' -5 Pf 3.672 1369 5' -3 q =23.31 K =5.6 17.323 Spr(- 17.323) Pe 1370 5' -3 20.995 8' -5 Pv BL 2.0670 0= 216.76 20.72 C =100 0.550793 22' -6 Pf 18.273 1370 5' -3 q =25.66 K =5.6 20.995 Spr(- 20.995) 10' -8'% Pe 1.842 71 1'-0 41.110 E(3' -7), PO(7' -1'/:) 33' -2 Pv FM 4.2600 0= 442.84 9.97 C =100 0.061019 4' -11 Pf 0.299 71 1-0 41.110 Pe 114 1' -0 41.410 4' -11 Pv BL 4.2600 0= 442.84 9.97 C =100 0.061019 202' -1'% Pf 17.898 114 1'-0 41.410 fE(6' -4%) 91' -2 Pe 9.112 1136 8'-6 68.420 8fE(6'- 4'/z), 4EE(3' -9), 2E(9' -4'/4 293'-4 Pv FM 4.2600 0= 442.84 9.97 C =100 0.061019 4' -11'% Pf 0.303 1136 8'-6 68.420 Pe -0.008 1137 8'-6 68.714 4' -11'% Pv BL 4.2600 0= 442.84 9.97 C =100 0.061019 V -0 Pf 0.839 1137 8' -6 68.714 fE(6'-4 12' -9 Pe 1151 8'-6 69.553 fE(6' -4%) 13' -9 Pv FM 4.2600 0= 442.84 9.97 C =100 0.061019 5'-0 Pf 1.909 1151 8'-6 69.553 26'-3% Pe 2.168 1150 3'-6 73.630 DPV(26'-3%) 31' -3'% Pv FM 4.2600 0= 442.84 9.97 C =120 0.043549 3'-0 Pf 0.131 1150 3' -6 73.630 Pe 1.301 1148 0'-6 75.061 3' -0 Pv BL 4.2200 0= 442.84 10.16 C =140 0.034283 3' -6 Pf 0.693 1148 0'-6 75.061 16'-8% Pe 1.517 1147 -3' -0 77.272 E(16' -8'/2) 20' -2'% Pv FM 4.2200 0= 442.84 10.16 C =140 0.034283 109' -2 Pf 7.721 1147 -3' -0 77.272 16'-8% Pe 1 -3' -0 84.994 E(16' -8%), BFP(- 3.405), S 125-11 Pv Route 2 BL 2.0670 0=15.01 1.44 C =100 0.003944 9' -0 Pf 0.035 . 1331 2' -9 q =15.01 K =5.6 7.189 Spr(- 7.189) Pe 1332 2' -9 7.224 9'-0 Pv BL 2.0670 0=30.07 2.87 C =100 0.014252 12' -g Pf 0.283 1332 2' -9 q =15.05 K =5.6 7.224 Spr(- 7.224) 7' -1'% Pe 0.434 • 1313 1' -9 7.941 2E(3' -7) 19' -10'% Pv BL 2.0670 0=45.85 4.38 C =100 0.031106 8' -5 Pf 0.262 1313 V -9 q =15.78 K =5.6 7.941 Spr(- 7.941) Pe 1314 1' -9 8.203 8' -5 Pv k, © M.E.P.CAD, Inc. el AutoSPRINK® VR7 v7.1.7 05/03/2010 2:47:56PM Page 4 - 111 Hydraulic Analysis Job Number: LM0010 R eport Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 2.0670 0=61.89 5.92 C =100 0.054183 8' -5 Pf 0.456 • 1314 1' -9 q =16.04 K =5.6 8.203 Spr( -8.203) Pe 1315 1' -9 8.659 8' -5 Pv BL 2.0670 0=78.36 7.49 C =100 0.083857 8' -5 Pf 0.706 1315 1' -9 q =16.48 K =5.6 8.659 Spr(- 8.659) Pe 1316 1' -9 9.364 8' -5 Pv BL 2.0670 0=95.50 9.13 C =120 0.086288 8' -5 Pf 0.726 1316 1' -9 q =17.14 K =5.6 9.364 Spr(- 9.364) Pe 1317 1' -9 10.091 8' -5 Pv BL 2.0670 0= 113.29 10.83 C =100 0.165836 8' -5 Pf 1.396 1317 1' -9 q =17.79 K =5.6 10.091 Spr(- 10.091) Pe 1318 1' -9 11.486 8' -5 Pv BL 2.0670 0= 132.27 12.65 C =100 0.220863 8' -5 Pf 1.859 1318 1' -9 q =18.98 K =5.6 11.486 Spr(- 11.486) Pe 1319 1' -9 13.345 8' -5 Pv BL 2.0670 0= 152.73 14.60 C =100 0.288183 8' -5 Pf 2.426 1319 1' -9 q =20.46 K =5.6 13.345 Spr(- 13.345) Pe 1320 1' -9 15.771 8' -5 Pv BL 2.0670 Q= 174.96 16.73 C =100 0.370587 8' -5 Pf 3.119 1320 1' -9 q =22.24 K =5.6 15.771 Spr(- 15.771) Pe 1321 1' -9 18.890 8' -5 Pv BL 2.0670 Q= 199.30 19.06 C =100 0.471558 8' -5 Pf 3.969 1321 1' -9 q =24.34 K =5.6 18.890 Spr(- 18.890) Pe 1322 1' -9 22.859 8' -5 Pv BL 2.0670 0= 226.08 21.62 C =100 0.595400 19'-0 Pf 17.669 1322 1' -9 q =26.77 K =5.6 22.859 Spr(- 22.859) 10' -81/2 Pe 0.325 24 1'-0 40.853 E(3' -7), PO(7' -1'/2) 29'-8 Pv FM 4.2600 0= 226.08 5.09 C =100 0.017591 14'-8 Pf 0.258 24 1' -0 40.853 Pe 71 1'-0 41.110 14'-8 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 111 , C Value Multiplier II Actual Inside Diameter 4 Value Of C 100 130 140 150 C Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 N tht, © M.E.P.CAD, Inc. El AutoSPRINK ®VR7 v7.1.7 05/03/2010 2:47:56PM Page 5 811 [Hydraulic Analysis Job Number: LM0010 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend • AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi /Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple P Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11 %° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet - PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap N,© M.E.P.CAD, Inc. a AutoSPRINK® VR7 v7.1.7 05/03/2010 2:47:56PM Page 6 .s .) Hill(Hydraulic Graph Job Number: LM0010 Report Description: Light Hazard Supply at Node 1 100 tatic Pressure 96.000 • 1480.00 @ 94.000 90 442_84@ 84.994 542.84 with hose streams 80 70 60 a e 50 a ystem demand curve 40 30 20 10 0 11111111111111111111111111111111111111 _' 1 t"" t 1 _" 1" t 1 t' 1' t t t"' t 1' 1") 1) ) I t") t' t' QI50 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm H)0retdlc Graph Supply at Node 1 Static Presstue 96.000 Residua' Pressure 1480.00 @ 94.000 Available Pressure Q Thne al Test 95.687 @ 542.84 Sys/am Demand 442.84 @ 84.994 System Demand (tnti4htp Rose Allowance) 542.84 @ 84.994 (1 © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 05/03/2010 2:48:03PM Page 7 11(Flow Diagram (Top View) Job Number: LM0010 Report Description: Light Hazard • �..l�LL113J LL..} J r 4 C 4 r ryT � r 9 9 I ' • (Ny © M.E.P.CAD, Inc. {J AutoSPRINK® VR7 v7.1.7 05/03/2010 2:48:12PM Page 8 P Bulletin 136 Rev.M ® Model Fl F co c . Model Fl FR Recessed a) Quick Response Sprinklers K Model Fl FR Sprinkler Types Standard Upright �' Standard Pendent �R`1+; ` t 035v Conventional Vertical Sidewall -= P' Horizontal Sidewall i. , - HSW 1 Deflector . 0.4 Model F1FR Recessed Sprinkler Types - , - 4 Recessed Pendent Upright Pendent Recessed Horizontal Sidewall - HSW 1 Deflector ---- _ ... Listings & Approvals u- it i 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals -. __,_ r f 4. Loss Prevention Council (LPC, UK) rrr� 5. NYC BS&A No. 587 -75-SA A s 6. Meets MIL- S -901C and MIL -STD 167 -1 .. , —i 7. Verband der Schadenversicherer (VdS, Germany) #_ 8. NYC MEA 258 -93 -E UL Listing Category Vertical Sidewall Conventional Sprinklers, Automatic & Open • Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to ? _ ' X, �t Model F1FR Vertical Sidewall Sprinklers. ` '� ¢ -, j Product Description Horizontal Sidewall Recessed Pendent Reliable Models F1FR and F1FR Recessed Sprinklers are HSW 1 Deflector (Model FP Shown) I quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. pands, forcing the bubble smaller and smaller as the liquid The Models Fl FR and Fl FR Recessed automatic sprinklers pressure increases. Continued heating forces the liquid to utilize a 3.0 mm frangible glass bulb. These sprinklers have push out against the bulb, causing the glass to shatter, demonstrated response times in laboratory tests which are opening the waterway and allowing the deflector to distrib- five to ten times faster than standard response sprinklers. This ute the discharging water. quick response enables the Model Fl FR and Fl FR Recessed sprinklers to apply water to a fire much faster than standard Application sprinklers of the same temperature rating. Quick response sprinklers are used in fixed fire protec- The glass bulb consists of an accurately controlled amount tion systems: Wet, Dry, Deluge or Preaction. Care must be of special fluid hermetically sealed inside a precisely manu- exercised that the orifice size, temperature rating, deflector • factured glass capsule. This glass bulb is specially con- style and sprinkler type are in accordance with the latest structed to provide fast thermal response. The balance of published standards of the National Fire Protection Asso- parts are made of brass, copper and beryllium nickel. ciation or the approving Authority Having Jurisdiction. • At normal temperatures, the glass bulb contains the fluid Quick response sprinklers are intended for installation as in both the liquid and vapor phases. The vapor phase can specified in NFPA 13. Quick response sprinklers and stan- be seen as a small bubble. As heat is applied, the liquid ex- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 1 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Approval Sprinkler Identification Standard - Upright (SSU) and Pendent (SSP) US Metric Height Organization Number (SIN) Deflectors Marked to Indicate Position SSU SSP X" (15mm) Standard Orifice with NPT (R}2) Thread 5.6 80 2.2' (56mm) 12,3,4,5,6,7 R3625 R3615 ' /," (20mm) Large Orifice with 3;" NPT (R 8.0 115 2.3" (58mm) 1,2,3,4,7,8 R3622 R3612 T/, " (17mm) Small Orifice with y" NPT (R) Thread 4.2 60 2.2" (56mm) 1,2,8 R3623 R3613 %" (10mm) Small Orifice with NPT (R/) Thread 2.8 40 2.2" (56mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R %" Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional-Install in Upright or Pendent Position 10mm Orifice XLH with R% Thread 4.2 60 56mm — R3674 15mm Standard Orifice with y" NPT (R,) Thread 5.6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3 /4" NPT (R 8.0 115 58mm 4,7 R3672 r.' re' -1 , it) • (11 ..i v i {trt' "� J7 � ti 1--1.- f Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler I Installation Wrench: Model GFR1 Sprinkler Wrench , Installation Data: Nominal Thread K Factor Sprinkler Approvali Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) /" (15mm) y" NPT (R1/2) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 ' %Z' (20mm) %" NPT (RN) 8 0 115 2 3" (58mm) 1,2,3,8 R3612 /6 (11mm) y" NPT (R1/2) 4.2 60 2.2' (56mm) 1,2,8 R3613 %" (10mm) }2" NPT (R 2 8 40 2.2" (56mm) 1,2,8 R3611 10mm R% 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. f 2 5 /8' DIA [66.7mm] �_ 2 I /4' HO LE Ou. HOLE IN CEILING (57.2mm) F I 15/16" DIA y J 1 5/16' DIA. [58.7mm) (49 2mm) CUP r - _�a r - (_ - _ - __A L = __= -1 I- X I /2' REDUCER Ik A 1 I I' X I /2' REDUCER L TIGHT I UNTIL TIGHT NCH SPRINKLER 1 I I 1 \\ / ' 4= 1 1 , FACE OF FITTING TO ' L ----==== _ J WU5T 7 r ` I 1 CE/UNG I DIMEN$pN CEILING II A _ A 1i „ $ i 03 Vd , FACE OF FITTING I I f` ,\ - U I I TO FACE OF CEILING T is 2 27/32' 01k ADJUSTMENT -- -- ' (72.2mm) IJ6rc01_E -- -- IJ61r05_A (I) REFER TO El & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS (I) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS 2. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Orifice Size US Metric Height Organizations Identification Number (SIN) '/" 1/2" NPT (R1/2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 R3685 15mm 1/2" NPT (R1/2) 5.6 80 2.2" (56mm) 4 (1) (1) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling Dimension (Min. - Max.) ,l _ Upright 4" - 12" (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) C Irkti ' f ..f Vertical Sidewall I US Patent No. 6,374,920 Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 r Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Identification Nominal Thread Sprinkler Light Ordinary Number (SIN) Orifice Size US Metric Length Hazard Hazard }Z" (15mm) y" NPT(R1/2) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. 136FG04 1 Odl 7 ( ) FACE OF FITTING TO / v WALL DIMENSION °, 0r, s . i 1 I/4" MIN 1' i,� `• [31 Bmm] 1' ;i1- • - `� 2 1/4 HOLE DLI. 1 /8 " 4 ° - 6° 40 ',- ■ ( J[ y [572mmJ \ [32mm] [IOL6mm- 152.4mmJ t fff CEILING TO . 1: I ° X 1/2" REDUCER I \ DEFLECTOR / r- 1 1 15/16" DIA / `` {;� j> )♦� ill Horizontal Sidewall [49 2mmJ — I Ls ., Q � 1 � 2 27 ,72" DIA 1 Si∎-,t , - [72 2mm] TURN COLLAR UNTIL 1 TIGHT AGAINST SPRINKLER l \v • WRENCH BOSS Li AWUSIMLNI 0) (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. k Installation Quick response sprinklers are intended for installation as cleaning fluids. Remove dust by using a soft brush or gen- specified in NFPA 13. Quick response sprinklers and stan- tle vacuuming. Remove any sprinkler which has been dard response sprinklers should not be intermixed. painted (other than factory applied) or damaged in any The Model F1FR Recessed Quick Response Sprinklers are to way. A stock of spare sprinklers should be maintained to be installed as shown. The Model F1 or F2 Escutcheons illus- allow quick replacement of damaged or operated sprin- trated are the only recessed escutcheons to be used with the klers. Prior to installation, sprinklers should be maintained Model Fl FR Sprinklers. The use of any other recessed escutch- in the original cartons and packaging until used to mini- - eon will void all approvals and negate all warranties. mize the potential for damage to sprinklers that would When installing Model Fl FR Sprinklers, use the Model D Sprin- cause improper operation or non -operation. Ider Wrench. When installing Model F1FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Sprinkler Types other type of wrench may damage these sprinklers. Standard Upright Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- Standard Pendent MOVE THIS PROTECTION AT THE TIME THE SPRINKLER Conventional SYSTEM IS PLACED IN SERVICE FOR ARE PROTECTION. Re- Sidewall (Vertical, Horizontal HSW1) moval of the protectors before this time may leave the bulb vul- Recessed Pendent nerable to damage. RASCO wrenches are designed to install Recessed Horizontal Sidewall HSW1 sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS Finishes ") (2) TO REMOVE THE PROTECTORS. Standard Finishes Temperature Ratings Sprinkler Escutcheon Bronze Brass Sprinkler Chrome Plated Chrome Plated (3) Classification Temperature Max Ambient Bulb °C °p Temp. Color White Polyester Coated White Painted (3) Ordinary 57 135 100°F (38°C) Orange Special Application Finishes Ordinary 68 155 100°F (38°C) Red . Sprinkler Escutcheon Intermediate 79 175 150°F(66°C) Yellow Bright Brass Bright Brass Intermediate 93 200 150°F(66°C) Green High (1) 141 286 225°F(107°C) Blue Black Plated Black Plated Black Paint Black Paint (1) Not available for recessed sprinklers. Off White Off White Escutcheon Data Satin Chrome Satin Chrome Faced Ring 1 Other finishes and colors are available on special order. Escutcheon Approvals A .e sion toCetingor Consult the factory for details. model Wall Dknension ( FM Approvals is limited to bronze and brass, chrome or black 1y " plated finishes only. Fl 1,2,4,8 Max Recess (38.1mm) X6 - '3;e ' ( FP Push - on/Thread -off escutcheon Min Recess % " (5mrn - 24mm) (19.1mm) Ordering Information 1y Specify: F2 1,2,3,4,5,7,8 Max Recess (38.1mm) 8' 'Y,6" Min Recess ty,, (5rrm -17mm) 1. Sprinkler Model (24mm) 2. Sprinkler Type FP 1,2 Max Recessed /te' 1 Y" (38.1mm) 3. Orifice Size Push-orV (11mm) 4. Deflector Type Thread-off 1,2 Min Recessed (24mm) e 1 "(25.4mm) 5. Temperature Rating No Dimensional Figure for FP 6. Sprinkler Finish 7. Escutcheon Type Maintenance 8. Escutcheon Finish (where applicable) The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system Note: When Model F1FR Recessed sprinklers are maintained in accordance with NFPA 25. Do not clean ordered, the sprinklers and escutcheons are packaged sprinklers with soap and water, ammonia or any other separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable • Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. r Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® R ReIiabk (800)431-1588 Sales Offices (800)8488 6051 Sales Fax Revision lines indicate updated or new data (914)668-3470 Corporate Offices www reliablesprinkler corn Internet Address EG Pnnted in U S A 7/05 P/N9999970027 I • • .. ...• H=5. 75' V V PROPERTY LINE _ — �:o — _ — — 180 -. •' • \ \• �. —TP 1 80 40,` • N- • TC -180 75 ---- j � ,�• TC 180.68 TP 180 25 TP 1 180 9. �0 ti e� • '\ 79 80; TP 180.18 Cl C T i `: . . \. 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