Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1800 ASTON AVE; ; FPC2017-0107; Permit
PERMIT REPORT (àity of Carlsbad Print Date: 05/10/2022 Permit No: FPC2017-0107 Job Address: 1800 ASTON AV, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2121200800 Track #: Applied: 04/27/2017 Valuation: $4,784,202.00 Lot #: Issued: 07/10/2017 Occupancy Group: Project #: DEV16010 Finaled Close Out: 03/19/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check#: INSPECTOR: Workman, Carisa Plan Check #: Fieri, Dominic Project Title: BURKE GRANDVIEW Description: ASTON AVENUE OFFICE BUILDING -SPRINKLERS >100 HEADS (457) Applicant: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AVE SAN DIEGO, CA 92113-1702 (619) 266-6030 FEE AMOUNT FIRE NFPA 13 System >100 heads (includes 1 riser) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov ~110[.Hydraulic Summary ' Job Number: 17-862 Rnnrt flpsrrinthin P(M)F: PA I Job Job Number 17-862 Design Engineer TB Job Name: Aston Avenua Office Shell State Certification/Licenba Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name FS-2 to FS-5 PIPING AND RCP 4-19-17 Most Demanding Sprinkler Data 5.6 K-Factor 19.20 at 11.755 Occupancy Ordinary Group II Job SoNic Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 1217.49ft2) Additional Hose Supplies Node Flow(gpm) Hydrant At Node 31 250.00 Number Of Sprinklers Calculated 14 Coverage Per Sprintder 96.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 57.833 Total Hose Streams 250.00 System Flow Demand 619.38 Totat Water Required (Including Hose pjlowance) 619.38 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 22.36 between nodes 849 and 1618 Maximum Velocity Under Ground 6.82 between nodes 1 and 3 Volume capacity of Wet Pipes 1722.76ga1 Volume capacity Of Dry Pipes Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) @ Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 127.000 93.000 3650.00 125.723 619.38 82.693 43.029 CoriUactor Contractor Number Contact Name Cc tact Title Name of Contractor Phone Extension Address I FAX Address 2 E-mail Address 3 Web.Site , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:09:14PM Page 1 ~1'111,Hydrauli,c Analysis • I do Job Number: 17-862 criDtion: ROOF RA 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route DY 0.6220 19.20 20.27 120 1.538159 0-0 Pf 4.614 1696 1074 26-21/2 26-4 19.20 5.6 11.755 16.313 Sprinkler, P0(3-0) 3-0 3-0 Pe Pv -0.057 BL 1.7280 19.20 2.63 120 0.010615 701/2 Pf 0.159 1074 1079 26-4 26-4 16.313 16.472 T(8-0) 8-0 1501/2 Pe Pv RN 1.6820 63.87 9.22 120 0.111847 1-0 Pf 0.112 1079 1076 26-4 25-4 44.67 16.472 17.018 Flow (q) from Route 3 1-0 Pe Pv 0.434 BL 2.2030 63.87 5.38 120 0.030055 8-0 Pf 0.842 1076 930 25-4 25-4 17.018 17.859 P0(10-0) P0(10-0) 20-0 28-0 Pe Pv BL 2.2030 129.34 10.89 120 0.110893 8-3% Pf 3.359 930 841 25-4 26-4 65.48 17.859 20.784 P0(10-0), Flow (q) from Route 2 fEE(2-0), fT(10'-O) 22-0 30-3% Pe Pv -0.434 BL 2.2030 154.80 13.03 120 0.154610 1-11% Pt 0.306 841 1615 26-4 26-4 25.45 20.784 21.090 Flow (q) from Route 5 1-111/2 Pv Pe BL 2.2030 180.52 15.19 120 0.205458 9-0% Pf 1.854 1615 1616 26-4 26-4 25.72 5.6 21.090 22.944 Sprinkler 9-0% Pe Pv BL 2.2030 207.34 17.45 120 0.265481 9-6 Pt 2.522 1616 1617 26-4 26-4 26.82 5.6 22.944 25.466 Sprinkler 9-6 Pe Pv BL 2.2030 235.60 19.83 120 0.336274 10-0 Pf 3.363 1617 1618 26-4 26-4 28.26 5.6 25.466 28.829 Sprinkler 10-0 Pe Pv BL 2.2030 265.67 22.36 120 0.419948 9-0 Pf 12.179 1618 849 26-4 23-10 30.07 5.6 28.829 42.091 Sprinkler, fT(10'-O), P0(10-0) 20-0 29-0 Pe Pv 1.084 CM 3.2600 369.38 14.20 120 0.114580 3-1 Pf 2.665 849 732 23-10 23-10 103.71 42.091 44.756 Flow (q) from Route fT(20'-2) 20-2 23-3 Pe Pv 0.000 FM 3.2600 174.05 6.69 120 0.028481 191-2 Pt 7.703 732 762 23-10 11-0 44.756 58.022 3fT(20'-2), 2fE(9'-5) 79-3% 270-5% Pe Pv 5.564 CM 3.2600 174.05 6.69 120 0.028481 14-3 Pt 0.406 762 606 11-0 11-0 58.022 58.428 14-3 Pe Pv CM 3.2600 174.05 6.69 120 0.028481 8-0 Pt 0.228 606 525 11-0 11-0 58.428 58.656 8-0 Pe Pv CM 3.2600 174.05 6.69 120 0.028481 6-7% Pt 0.189 525 480 11-0 11-0 58.656 58.845 6-7% Pe Pv CM 3.2600 174.05 6.69 120 0.028481 2-9 Pt 0.079 480 445 11-0 11-0 58.845 58.924 2-9 Pe Pv CM 3.2600 174.05 6.69 120 0.028481 36-3 Pt 1.606 445 209 11-0 11-0 58.924 60.530 fT(20'-2) 20-2 56-4% Pe Pv FM 3.2600 369.38 14.20 120 0.114580 32-1 Pt 3.676 209 214 11-0 11-0 195.33 60.530 64.206 Flow (q) from Route 9 32-1 Pe Pv FM 3.2600 369.38 14.20 120 0.114580 7-0 Pt 1.880 214 222 11-0 11-0 64.206 66.086 fE(9-5) 9-5 16-5 Pe Pv FR 3.2600 369.38 14.20 120 0.114580 12-0 Pt 3.531 222 29 11-0 0-6 66.086 74.169 f(-0.000), 2fE(9'-5) 18-10 30-10 Pe Pv 4.552 UG 6.4000 369.38 3.68 140 0.003225 4-6% Pt 0.093 29 28 0-6 -4-0% 74.169 76.221 E(24'-2%) 24-2% 28-8% Pe Pv 1.960 UG 6.0900 369.38 4.07 150 0.003615 266-11/2 Pt 1.558 28 11 -4-0% -4-0% 76.221 77.779 2EE(10'-9%), CV(49'-31/2), PIV(4'-71/2), 2E(21-7), T(46'-21/2) 164-10 431-0 Pe Pv UG 6.0900 619.38 6.82 150 0.009406 11,-i Pt 0.307 11 7 -4-0% 401/z 250.00 77.779 78.087 Flow (q) from Route E(21-7) 21-7 32-8 Pe Pv UG 6.4000 619.38 6.18 140 0.008391 5-2 Pt 0.043 7 8 -4-0% 1-1% 78.087 75.890 5-2 Pe -2.240 Pv f, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:10:12PM Page 1 ~1111,Hydradlic Analysis . Job Number: 17-862 Recort Descriotion: ROOF RA 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 6.3570 619.38 6.26 120 0.011533 9-5% Pf 3.515 8 4 1-1% 1-1% 75.890 79.405 2E(17'-7), BFP(-3.000) 35-2% 44-8 Pe Pv UG 6.4000 619.38 6.18 140 0.008391 5-2 Pf 0.246 4 3 1-1% -4-0% 79.405 81.892 E(24-2%) 24-2% 29-4% Pe Pv 2.240 UG 6.0900 619.38 6.82 150 0.009406 63-8 Pf 0.802 3 1 -4-0% -4-0% 81.892 82.693 E(21-7), 5 21-7 85-2% Pe Pv 0.00 Hose Allowance At Source 1 619.38 Route 2 ..... DY 0.6220 19.69 20.79 120 1.611635 0-0 Pt 4.835 1640 928 26-2% 26-4 19.69 5.6 12.363 17.141 Sprinkler, P0(3-0) 3-0 3-0 Pe Pv -0.057 BL 1.7280 19.69 2.69 120 0.011122 7-0% Pf 0.167 928 933 26-4 26-4 17.141 17.308 T(8-0) 8-0 15-0% Pe Pv RN 1.6820 65.48 9.45 120 0.117130 1-0 Pf 0.117 933 930 26-4 25-4 45.79 17.308 17.859 Flow (q) from Route 4 1-0 Pe Pv 0.434 =. ..... Route 3 ..... BL 1.7280 22.29 3.05 120 0.013988 9-0 Pf 0.126 1698 1697 26-4 26-4 22.29 5.6 15.841 15.967 Sprinkler 9-0 Pe Pv BL 1.7280 44.67 6.11 120 0.050613 1-11% Pt 0.505 1697 1079 26-4 26-4 22.38 5.6 15.967 16.472 Sprinkler, T(8-0) 8-0 9-11% Pe Pv Route 4 ..... BL 1.7280 22.85 3.13 120 0.014646 9-0 Pt 0.132 1642 1641 26-4 26-4 22.85 5.6 16.648 16.780 Sprinkler 9-0 Pe Pv BL 1.7280 45.79 6.26 120 0.052992 1-11% Pf 0.529 1641 933 26-4 26-4 22.94 5.6 16.780 17.308 Sprinkler, T(8'-0) 8-0 9111/2 Pe Pv Route 5 ..... BL 1.7280 25.45 3.48 120 0.017883 7-0 Pf 0.125 1614 841 26-4 26-4 25.45 5.6 20.659 20.784 Sprinkler 7-0 Pe Pv =. ..... Route 6 ..... BL 1.7280 34.17 4.67 120 0.030831 12-0 Pf 0.370 1646 1647 26-4 26-4 34.17 5.6 37.225 37.595 Sprinkler 12-0 Pe Pv BL 1.7280 68.50 9.37 120 0.111656 7-6 Pt 1.731 1647 959 26-4 26-4 34.34 5.6 37.595 39.326 Sprinkler, T(8'-O) 8-0 15-6 Pe Pv RN 1.6820 68.50 9.89 120 0.127335 2-6 Pt 1.579 959 956 26-4 23-10 39.326 41.989 P0(9-11) 9-11 12-5 Pe Pv 1.084 CM 3.2600 103.71 3.99 120 0.010929 9-4% Pt 0.102 956 849 23-10 23-10 35.21 41.989 42.091 Flow (q) from Route 7 941/2 Pe Pv -0.000 Route 7 ..... BL 1.7280 35.21 4.82 120 0.032595 19-6 Pt 0.896 1702 1104 26-4 26-4 35.21 5.6 39.534 40.430 Sprinkler, T(8-0) 8-0 27-6 Pe Pv RN 1.6820 35.21 5.08 120 0.037173 2'-6 Pf 0.461 1104 1101 26-4 23-10 40.430 41.975 P0(9-11) 9-11 12-5 Pe Pv 1.084 CM 3.2600 35.21 1.35 120 0.001481 9-4% Pt 0.014 1101 956 23-10 23-10 41.975 41.989 9-4% Pe Pv =. ..... Route 8 ..... UG 6.4000 250.00 2.49 140 0.001566 5O1/2 Pt 0.046 31 30 11-0 -4-0% 250.00 75.264 77.487 Hydrant, E(24'-2V2) 2421/2 29-2% Pe Pv 2.177 UG 6.0900 250.00 2.75 150 0.001756 156-0 Pt 0.293 30 11 -4-0% -4-0% 77.487 77.779 EE(10-9%) 10-9% 166-9 Pe Pv Route 9 ..... J©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.29.0 4/24/2017 1:10:12PM Page 2 Iru1ic Analysis . Job Number: 17-862 Reoort DescriDtion: ROOF RA 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 195.33 7.51 120 0.035252 30-9% Pf 1.795 118 81 23-10 23-10 195.33 48.510 50.306 Flow (q) from Route 10 fT(20-2) 20-2 50-11 Pe Pv FM 3.2600 195.33 7.51 120 0.035252 73-1 Pf 4.660 81 209 23-10 11-0 50.306 60.530 2fE(9-5), 2fT(20-2) 59-1% 132-2% Pe Pv 5.564 -Route 10 ..... CM 3.2600 195.33 7.51 120 0.035252 6-3% Pf 0.932 732 676 23-10 23-10 44.756 45.688 fT(20'-2) 20-2 26-5 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 9-4% Pf 0.330 676 554 23-10 23-10 45.688 46.019 9-4% Pe Pv CM 3.2600 195.33 7.51 120 0.035252 9-10% Pf 0.348 554 505 23-10 23-10 46.019 46.367 9-10% Pe Pv CM 3.2600 195.33 7.51 120 0.035252 10-0 Pf 0.353 505 411 23-10 23-10 46.367 46.719 10-0 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 10-0 Pf 0.353 411 345 23-10 23-10 46.719 47.072 10-0 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 1-6 Pf 0.053 345 315 23-10 23-10 47.072 47.125 1-6 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 8-6 Pf 0.300 315 300 23-10 23-10 47.125 47.424 8-6 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 10-0 Pf 0.353 300 241 23-10 23-10 47.424 47.777 10-0 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 10-0 Pf 0.353 241 159 23-10 23-10 47.777 48.129 10-0 Pe Pv CM 3.2600 195.33 7.51 120 0.035252 10-10 Pf 0.381 159 118 23-10 23-10 48.129 48.510 10-10 Pe Pv I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor CMutip 11 er I Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,0 M.E.P.CAD, Inc. fAutoSPRINK® 12 02.0.29.0 4/24/2017 1:10:12PM Page 3 Ppe Type Legend AO Arm-Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig pf ST Stand Pipe Pe UG Underground Pv Units Legend Inch Foot gpm gpm fps psi Foot psi/Foot Hazen-Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe §U1,Hydraulic. AnaIysis S Job Number: 17-862 Report Description: ROOF RA 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Lenqth Fittings, Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig 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 P0 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 900 Ti Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap f J ©M.E.P.CAD, Inc. AutoSPRlNK®l2vl2.0.29.0 4/24/2017 1:10:12PM Page $deAiaJysis i . Job Number: 17-862 ReDort Descriotion: ROOF RA 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 633 11-0 PO 9L--11), C(9-11) 55.291 676 23-10 P0(9-i1) 45.688 704 23-10 P0(9-l1) 47.614 732 23-10 fT(20'-2) 44.756 762 11-0 P0(12-3%) 58.022 795 11-0 P0(12-3%) 55.291 841 26-4 fT(10-0) 20.784 849 23-10 P0(10-0) 42.091 928 26-4 P0(3-0) 17.141 930 25-4 P0(10-0) 17.859 933 26-4 T(8'-O) 17.308 944 11-8 P0(10-0) 57.733 956 23-10 P0(9-lI) 41.989 959 26-4 T(8-0) 39.326 983 23-10 P0(9-l1) 47.614 995 25-4 P0(10-0) 46.964 1005 11-8 P0(10-0) 55.002 1027 11-0 P0(9-i1) 57.349 1058 11-0 P0(9-l1) 55.291 1074 26-4 P0(3-0) 16.313 1076 25-4 P0(10-0) 17.018 1079 26-4 T(8-0) 16.472 1088 11-8 P0(10-0) 57.733 1101 23-10 P0(9-i1) 41.975 1104 26-4 T(8-0) 40.430 1127 23-10 P0(9-l1) 47.614 1139 25-4 P0(10-0) 46.964 1150 11-8 P0(10-0) 55.002 1167 11-0 P0(9-i1) 57.349 1198 11-0 P0(9-i1) 55.291 1219 23-10 P0(9-l1) 41.975 1247 23-10 P0(9-i1) 47.614 1 -4-0% S 82.693 619.38 31 1-0 Hyd 75.264 250.00 1614 26-4 Spr(-20.659) 20.659 25.45 1615 26-4 Spr(-21.090) 21.090 25.72 1616 26-4 Spr(-22.944) 22.944 26.82 1617 26-4 Spr(-25.466) 25.466 28.26 1618 26-4 Spr(-28.829) 28.829 30.07 1640 26-21/2 Spr(-12.363) 12.363 19.69 1641 26-4 Spr(-16.780) 16.780 22.94 1642 26-4 Spr(-16.648) 16.648 22.85 1646 26-4 Spr(-37.225) 37.225 34.17 1647 26-4 Spr(-37.595) 37.595 34.34 1696 26-2% Spr(-11.755) 11.755 19.20 1697 26-4 Spr(-15.967) 15.967 22.38 1698 26-4 Spr(-15.841) 15.841 22.29 1702 26-4 Spr(-39.534) 39.534 35.21 3 4-01/2 E(24-21/2) 81.892 4 1-1% 79.405 7 -4-0% E(21-7) 78.087 8 1-11/2 75.890 11 -4-0% T(46-2%) 77.779 28 -4-0% E(24-2%) 76.221 29 0-6 74.169 30 401/2 E(24-21/2) 77.487 44 11-0 P0(9-li) 58.333 58 23-10 P0(9-i1) 49.316 81 23-10 P0(9-i1) 50.306 105 11-4% 58.960 118 23-10 P0(9-i1) 48.510 159 23-10 P0(9-i1) 48.129 1. 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:09:59PM Page 1 §11,Nodle Analysts a i . Job Number: 17-862 Reoort DescriDtion: ROOF RA 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 191 11-4% 59.436 209 11-0 fT(20-2) 60.530 214 11-0 P0(8-0) 64.206 222 11-0 fE(9-5) 66.086 241 23-10 P0(9-i1), C(9'-l1) 47.777 273 11-5 59.528 300 23-10 P0(9-l1) 47.424 315 23-10 P0(9-i1) 47.125 345 23-10 P0(9-l1) 47.072 366 11-4% 59.100 411 23-10 P0(12-3%) 46.719 445 11-0 P0(9-il) 58.924 480 11-0 P0(9-il) 58.845 505 23-10 P0(9-l1) 46.367 525 11-0 P0(9-l1) 58.656 554 23-10 P0(9-l1) 46.019 579 23-10 P0(9-l1) 47.614 606 11-0 P0(9-i1) 58.428 . © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:09:59PM Page 2 AN 1:S jjmpa ry Of Job Number: 17-862 Report Description: ROOF RAi Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 31 250.00 250.00 0 75.264 Sprinkler 1614 25.45 19.20 5.6 20.659 Sprinkler 1615 25.72 19.20 5.6 21.090 Sprinkler 1616 26.82 19.20 5.6 22.944 Sprinkler 1617 28.26 19.20 5.6 25.466 Sprinkler 1618 30.07 19.20 5.6 28.829 Sprinkler 1640 19.69 19.20 5.6 12.363 Sprinkler 1641 22.94 19.20 5.6 16.780 Sprinkler 1642 22.85 19.20 5.6 16.648 Sprinkler 1646 34.17 19.20 5.6 37.225 Sprinkler 1647 34.34 19.20 5.6 37.595 Sprinkler 1696 19.20 19.20 5.6 11.755 Sprinkler 1697 22.38 19.20 5.6 15.967 Sprinkler 1698 22.29 19.20 5.6 15.841 Sprinkler 1702 35.21 19.20 5.6 39.534 Most Demanding Sprinkler Data I'M, © M.E.P.CAD, Inc. NO AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:09:48PM Paae 1 .P NO lHyd!au1ic Graph I . Job Number: 17-862 Rrsrrrf flcj'rinfinn P(Y'F PA I Water Supply at Node I 150— 135--- - = Static Pressure 127.000 120— - 105---_ = 3650.00 93.000 90H 619.38 82.693 CL N in fu 60 ystem demand curve 45 30 :i ______ 0fflfl1_rLUJ_LUJllIIIIIII 111111111 111111111 111111111 1111111 II 111111 11111 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 127.000 Residual: Pressure 93.000 @ 3650.00 Available Pressure at Time of Test 125.723 @619.38 System Demand 82.693 @619.38 System Demand (including Hose Hdlcssence at Source) 82.693 @619.38 L, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:09:37PM Page 1 , 4111HyqrAulic Summary I . Job Number: 17-862 Renort Descrintion: ROOF RA 2 Jh Job Number 17-862 uesign engineer TB Job Name: Aston Avenua Office Shell State CerSflcaSon/Ucense Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name FS-2 to FS-5 PIPING AND RCP 4-19-17 SFtej RemitArea(s) Most Demanding Sprinkler Data 5.6 K-Factor 24.00 at 18.367 Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 0.00 Density 0.200gpmlft2 Area of Application 1500.00ft2 (Actual 1342.00ft2) Additional Hose Supplies Node Flow(ppm) Hydrant At Node 31 250.00 Number Of Spriniders Calculated 13 Coverage Per Sprinkler 120.00ft2 AotoPeab Results: Pressure For ReeroteArea(o) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 576.75 Total Water Required (Including Hose Allowance)) 576.75 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.27 between nodes 983 and 986 Maximum Velocity Under Ground 6.35 between nodes 1 and 3 Volume capacity of Wet Pipes 1722.76ga1 Volume capacity of Dry Pipes Suppl. Node Name Hose Flow (gpm) Static (psi) Residual (psi) , Flow - (gpm) Available ,_. (psi) —' Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 127.000 93.000 3650.00 125.880 576.75 78.484 47.396 Contractor : Controolor Number Contact Name Contact Title Name of Contractor: Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web-Site J ©M.E.P.CAD, Inc. lffi AutoSPRINK®12v12.0.29.0 4/24/2017 1:10:47PM Page 1 ~jjlj,Hyoraulic Analysis - Job Number: Report Description: ROOF 17-862 RA 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..... Route I ..... BL 1.7280 24.00 3.28 120 0.016040 11-0 Pf 0.176 1761 1762 26-4 26-4 24.00 5.6 18.367 18.544 Sprinkler 11-0 Pe Pv BL 1.7280 48.11 6.58 120 0.058081 12-0 Pf 0.697 1762 1763 26-4 26-4 24.11 5.6 18.544 19.241 Sprinkler 12-0 Pe Pv BL 1.7280 72.68 9.94 120 0.124572 12-0 Pf 1.495 1763 1764 26-4 26-4 24.56 5.6 19.241 20.736 Sprinkler 12-0 Pe Pv BL 1.7280 98.18 13.43 120 0.217296 31-4% Pf 8.552 1764 1250 26-4 26-4 25.50 5.6 20.736 29.288 Sprinkler, T(8-0) 8-0 39-4% Pe Pv RN 1.6820 98.18 14.18 120 0.247810 2-6 Pt 3.073 1250 1247 26-4 23-10 29.288 33.445 P0(9-i1) 9-11 12-5 Pe Pv 1.084 CM 3.2600 98.18 3.77 120 0.009875 9.41/2 Pf 0.093 1247 1127 23-10 23-10 33.445 33.537 9'-4Y2 Pe Pv CM 3.2600 196.50 7.55 120 0.035647 9-4% Pf 0.334 1127 983 23-10 23-10 98.32 33.537 33.871 Flow (q) from Route 2 9-4% Pe Pv CM 3.2600 295.35 11.35 120 0.075753 9-4% Pf 0.710 983 876 23-10 23-10 98.84 33.871 34.582 Flow (q) from Route 3 9-4% Pe Pv CM 3.2600 326.75 12.56 120 0.091322 76-3 Pt 10.646 876 738 23-10 23-10 31.40 34.582 45.228 Flow (q)from Route 4 2fT(20'-2) 40-4 116-7 Pe Pv FM 3.2600 181.51 6.98 120 0.030779 111-0 Pf 5.236 738 762 23-10 11-0 45.228 56.027 2fE(9'-5), 2fT(20'-2) 59-1% 170-1% Pe Pv 5.564 CM 3.2600 181.51 6.98 120 0.030779 14-3 Pf 0.439 762 606 11-0 11-0 56.027 56.466 14-3 Pe Pv CM 3.2600 181.51 6.98 120 0.030779 8-0 Pf 0.246 606 525 11-0 11-0 56.466 56.712 8-0 Pe Pv CM 3.2600 181.51 6.98 120 0.030779 6-7% Pf 0.204 525 480 11-0 11-0 56.712 56.916 6-7% Pe Pv CM 3.2600 181.51 6.98 120 0.030779 2-9 Pt 0.085 480 445 11-0 11-0 56.916 57.001 2-9 Pe Pv CM 3.2600 181.51 6.98 120 0.030779 36-3 Pt 1.736 445 209 11-0 11-0 57.001 58.737 fT(20-2) 20-2 56-4% Pe Pv FM 3.2600 326.75 12.56 120 0.091322 32-1 Pt 2.930 209 214 11-0 11-0 145.23 58.737 61.667 Flow (q) from Route 32-1 Pe Pv FM 3.2600 326.75 12.56 120 0.091322 7-0 Pt 1.498 214 222 11-0 11-0 61.667 63.165 fE(9'-5) 9-5 16-5 Pe Pv FR 3.2600 326.75 12.56 120 0.091322 12-0 Pf 2.814 222 29 11-0 0-6 63.165 70.531 f(-0.000), 2fE(9'-5) 18-10 30-10 Pe Pv 4.552 UG 6.4000 326.75 3.26 140 0.002570 4-6% Pf 0.074 29 28 0-6 -4-0% 70.531 72.565 E(24-2%) 24-2% 28-8% Pe Pv 1.960 UG 6.0900 326.75 3.60 150 0.002881 266-11/2 Pf 1.242 28 11 -4-0% -4-0% 72.565 73.807 2EE(10'-9%), CV(49'-31/2), PIV(4'-71/2), 2E(21'-7), T(46'-21/2) 164-10 431-0 Pe Pv UG 6.0900 576.75 6.35 150 0.008243 11,-i Pf 0.269 11 7 -4-0% -4-0% 250.00 73.807 74.076 Flow (q) from Route 5 E(21'-7) 21-7 32-8 Pe Pv UG 6.4000 576.75 5.75 140 0.007354 5-2 Pt 0.038 7 8 -4-0% 1-1% 74.076 71.874 5-2 Pe Pv -2.240 UG 6.3570 576.75 5.83 120 0.010107 9-5% Pt 3.451 8 4 1-1% 1-1% 71.874 75.326 2E(17'.7), BFP(.3.000) 35-2% 44-8 Pe Pv UG 6.4000 576.75 5.75 140 0.007354 5-2 Pt 0.216 4 3 1-1% -4-0% 75.326 77.782 E(24'-2%) 24-2% 29-4% Pe Pv 2.240 (M. © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.29.0 4/24/2017 1:11:33PM Pace 1 ~fjjj,hydraufic Anjy;s S I S Job Number: 17-862 Reoort Descrintion: ROOF RA 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 6.0900 576.75 6.35 150 0.008243 63-8 Pf 0.702 3 1 -4-0% -4-0% 77.782 78.484 E(21-7), S 21-7 85-2% Pe Pv 0.00 Hose Allowance At Source 1 576.75 -Route 2 ..... BL 1.7280 24.04 3.29 120 0.016084 11-0 N 0.177 1710 1711 26-4 26-4 24.04 5.6 18.422 18.599 Sprinkler 11-0 Pe Pv BL 1.7280 48.19 6.59 120 0.058240 12-0 N 0.699 1711 1712 26-4 26-4 24.15 5.6 18.599 19.298 Sprinkler 12-0 Pe Pv BL 1.7280 72.79 9.96 120 0.124913 12-0 Pt 1.499 1712 1713 26-4 26-4 24.60 5.6 19.298 20.796 Sprinkler 12-0 Pe Pv BL 1.7280 98.32 13.45 120 0.217889 31-4% Pf 8.576 1713 1130 26-4 26-4 25.54 5.6 20.796 29.372 Sprinkler, T(8'-O) 8-0 39-4% Pe Pv RN 1.6820 98.32 14.20 120 0.248486 2-6 Pt 3.081 1130 1127 26-4 23-10 29.372 33.537 P0(9-11) 9-11 12-5 Pe Pv 1.084 .Route 3 ..... BL 1.7280 24.16 3.31 120 0.016242 11-0 Pf 0.179 1654 1655 26-4 26-4 24.16 5.6 18.618 18.797 Sprinkler 11-0 Pe Pv BL 1.7280 48.44 6.63 120 0.058814 12-0 Pf 0.706 1655 1656 26-4 26-4 24.28 5.6 18.797 19.502 Sprinkler 12-0 Pe Pv BL 1.7280 73.17 10.01 120 0.126142 12-0 N 1.514 1656 1657 26-4 26-4 24.73 5.6 19.502 21.016 Sprinkler 12-0 Pe Pv BL 1.7280 98.84 13.52 120 0.220029 31-4% N 8.660 1657 986 26-4 26-4 25.67 5.6 21.016 29.676 Sprinkler, T(8'-O) 8-0 39-4% Pe Pv RN 1.6820 98.84 14.27 120 0.250926 2-6 N 3.111 986 983 26-4 23-10 29.676 33.871 P0(9-11) 9-11 12-5 Pe ~Pv 1.084 -Route 4 ..... BL 1.7280 31.40 4.30 120 0.026368 664% Pf 1.961 1626 879 26-4 26-4 31.40 5.6 31.436 33.397 Sprinkler, fT(8'-O) 8-0 74-4% Pe Pv BL 2.2030 31.40 2.64 120 0.008081 2-6 Pt 0.101 879 876 26-4 23-10 33.397 34.582 P0(10-0) 10-0 12-6 Pe Pv 1.084 Route 5 ..... UG 6.4000 250.00 2.49 140 0.001566 5-0% Pt 0.046 31 30 1-0 -4-0% 250.00 71.291 73.514 Hydrant, E(24'-2%) 24-2% 29-2% Pe Pv 2.177 UG 6.0900 250.00 2.75 150 0.001756 156-0 N 0.293 30 11 -4-0% -4-0% 73.514 73.807 EE(10'-91/,.) 10-9% 166-9 Pe Pv ..... Route 6 ..... CM 3.2600 145.23 5.58 120 0.020376 30-9% N 1.038 118 81 23-10 23-10 145.23 49.442 50.480 Flow (q) from Route 7 fT(20'-2) 20-2 50-11 Pe Pv FM 3.2600 145.23 5.58 120 0.020376 73-1 N 2.694 81 209 23-10 11-0 50.480 58.737 2fE(9'-5), 2fT(20'-2) 59-1% 132-2% Pe Pv 5.564 ___Route 7 ..... CM 3.2600 145.23 5.58 120 0.020376 9-41/2 Pt 0.191 676 554 23-10 23-10 145.23 47.811 48.002 Flow (q) from Route 9-4% Pe Pv CM 3.2600 145.23 5.58 120 0.020376 9-10% N 0.201 554 505 23-10 23-10 48.002 48.203 9-10% Pe Pv CM 3.2600 145.23 5.58 120 0.020376 10-0 Pt 0.204 505 411 23-10 23-10 48.203 48.407 10-0 Pe Pv CM 3.2600 145.23 5.58 120 0.020376 10-0 N 0.204 411 345 23-10 23-10 48.407 48.610 10-0 Pe Pv , © M.E.P.CAD, Inc. F 31S AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:11:33PM Page 2 1 ~jjlj.Hydr iyL S Job Number: 17-862 Report Description: ROOF RA 2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 145.23 5.58 120 0.020376 1-6 Pf 0.031 345 315 23-10 23-10 48.610 48.641 1-6 Pe Pv CM 3.2600 145.23 5.58 120 0.020376 8-6 Pt 0.173 315 300 23-10 23-10 48.641 48.814 8-6 Pe Pv CM 3.2600 145.23 5.58 120 0.020376 10-0 Pf 0.204 300 241 23-10 23-10 48.814 49.018 10-0 Pe Pv CM 3.2600 145.23 5.58 120 0.020376 10-0 Pf 0.204 241 159 23-10 23-10 49.018 49.222 10-0 Pe Pv CM 3.2600 145.23 5.58 120 0.020376 10-10 Pt 0.220 159 118 23-10 23-10 49.222 49.442 10-10 Pe Pv wi .Route 8 ..... FM 3.2600 145.23 5.58 120 0.020376 86-5% Pt 2.583 738 676 23-10 23-10 45.228 47.811 tT(20-2) fT(20-2) 40-4 126-9 Pe Pv IEqLJ.I€.nt Pipe Lengths of Valves and Fittings C=120 only) I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier • Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 J ©M.E.P.CAD, Inc. JAutoSPRlNK®12v12.0.29.0 4/24/2017 1:11:33PM Page 3 S Job Number: 17-862 Report Description: ROOF RA 2 Pipe Type - Diameter Flow Velocity HWC Friction Loss ILength IPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length :R7ipe IC Legend U#), Lee1 Fifings Lecend 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 900 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 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 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 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 Cao 0 M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.29.0 4/24/2017 1:11:33PM Page 4 IN 1ocIeAnaIysis • i . Job Number: 17-862 Reoort Descriotion: ROOF RA 2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4-0% S 78.484 576.75 31 1-0 Hyd 71.291 250.00 1626 26-4 Spr(-31.436) 31.436 31.40 1654 26-4 Spr(-18.618) 18.618 24.16 1655 26'-4 Spr(-18.797) 18.797 24.28 1656 26-4 Spr(-19.502) 19.502 24.73 1657 26-4 Spr(-21.016) 21.016 25.67 1710 26-4 Spr(-18.422) 18.422 24.04 1711 26-4 Spr(-18.599) 18.599 24.15 1712 26-4 Spr(-19.298) 19.298 24.60 1713 26-4 Spr(-20.796) 20.796 25.54 1761 26-4 Spr(-18.367) 18.367 24.00 1762 26-4 Spr(-18.544) 18.544 24.11 1763 26-4 Spr(-19.241) 19.241 24.56 1764 26-4 Spr(-20.736) 20.736 25.50 3 4-0% E(24-2%) 77.782 4 1-1% 75.326 7 -4-0% E(21-7) 74.076 8 1-1% 71.874 11 -4-0% T(46-2%) 73.807 28 -4-0% E(24-2%) 72.565 29 0-6 70.531 30 4-01/2 E(24-2%) 73.514 44 11-0 P0(9-i1) 57.467 58 23-10 P0(9-l1) 49.907 81 23-10 P0(9-lI) 50.480 105 11-4% 57.757 118 23-10 P0(9-l1) 49.442 159 23-10 P0(9-l1) 49.222 191 11-4% 58.032 209 11-0 fT(20-2) 58.737 214 11-0 P0(8-0) 61.667 222 11-0 fE(9-5) 63.165 241 23-10 P0(9-i1), C(9-11) 49.018 273 11-5 57.668 300 23-10 P0(9-i1) 48.814 315 23-10 P0(9-i1) 48.641 345 23-10 P0(9-i1) 48.610 366 11-4% 57.206 411 23-10 P0(12-3%) 48.407 445 11-0 P0(9-i1) 57.001 480 11-0 P0(9-Il) 56.916 505 23-10 P0(9-i1) 48.203 525 11-0 P0(9-i1) 56.712 554 23-10 P0(9-I1) 48.002 579 23-10 P0(9-i1) 36.706 606 11-0 P0(9-i1) 56.466 633 11-0 P0(9-I1), C(9--1 1) 53.075 676 23-10 P0(9-I1) 47.811 704 23-10 P0(9-I1) 36.706 738 23-10 fT(20-2) 45.228 762 11-0 P0(12-3%) 56.027 795 11-0 P0(12-3%) 53.075 876 23-10 P0(10-0) 34.582 879 26-4 fT(8-0) 33.397 930 25-4 P0(10-0) 46.622 944 11-8 P0(10-0) 55.738 956 23-10 P0(9-l1) 47.272 983 23-10 P0(9-l1) 33.871 986 26-4 T(8-0) 29.676 995 25-4 P0(10-0) 33.830 1005 11-8 P0(10-0) 52.786 ©M.E.P.CAD, Inc. ffi AutoSPRINK®12v12.0.29.0 4/24/2017 1:11:22PM Page 1 I Job Number: 17-862 Reoort Descriotion: ROOF RA 2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1027 11-0 P0(9-il) 55.299 1058 11-0 P0(9-il) 53.075 1076 25-4 P0(10-0) 46.622 1088 11-8 P0(10-0) 55.738 1101 23-10 P0(9-i1) 47.272 1127 23-10 P0(9-l1) 33.537 1130 26-4 1(8-0) 29.372 1139 25-4 P0(10-0) 33.830 1150 11-8 P0(10-0) 52.786 1167 11-0 P0(9-li) 55.299 1198 11-0 P0(9-li) 53.075 1219 23-10 P0(9-l1) 47.272 1247 23-10 P0(9-l1) 33.445 1250 26-4 1(8-0) 29.288 1&©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.29.0 4/24/2017 1:11:22PM Page 2 ~jj1jtqmT@ry Of Oqf(owin R .j g/ices . Job Number: 17-862 Renort Descrintion: ROOF RA 7 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 31 250.00 250.00 0 71.291 Sprinkler 1626 31.40 24.00 5.6 31.436 Sprinkler 1654 24.16 24.00 5.6 18.618 Sprinkler 1655 24.28 24.00 5.6 18.797 Sprinkler 1656 24.73 24.00 5.6 19.502 Sprinkler 1657 25.67 24.00 5.6 21.016 Sprinkler 1710 24.04 24.00 5.6 18.422 Sprinkler 1711 24.15 - 24.00 5.6 18.599 Sprinkler 1712 24.60 24.00 5.6 19.298 Sprinkler _1713 25.54 24.00 5.6 20.796 cSprinkler 1761 24.00 24.00 5.6 18.367 Sprinkler 1762 24.11 24.00 5.6 18.544 Sprinkler 1763 24.56 24.00 5.6 19.241 Sprinkler 1764 25.50 24.00 5.6 20.736 c Most Demanding Sprinkler Data LA, ©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.29.0 4/24/2017 1:11:10PM Page 1 §&Oydraulic Graph A I . Job Number: 17-862 ReDort Descrirftion: ROOF RA 2 Water Supply at Node I 150- 135--- -Static Pressure 127.000 120 — 00@93.000 90 — - 1 -484 1jystem demand curve 60 45 — 30 15 o III!.!.!.I.I1.l.l.I..I..!..L_L'IIIIllll 111111111 111111111 111111111 IllIllIlt 111111111 111111 II 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 127.000 Residual: Pressure 93.000 @ 3650.00 Available Pressure at Time of Test 125.880 @ 576.75 System Demand 78.484 @ 576.75 System Demand (Including Hose All000rco at Source) 78.484 @ 576.75 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:10:58PM Page 1 ~J1l1!AY'd,raU'fi&-SUMMarY• 1 . Job Number: 17-862 Recort Descriotion: ROOF RA 3 Job Number 17-862 Design Engineer TB Job Name: Aston Avenua Office Shell State Certification/License Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name FS-2 to FS-5 PIPING AND RCP 4-19-17 Sys-tern Remote Area(si Most Demanding Sprinkler Data 5.6 K-Factor 24.00 at 18.367 Occupancy Ordinary Group II Job Svtfio Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area of Application 1500. 00f12 (Actual 1259.71ft2) Additional Hose Supplies Node Flow(gpm) Hydrant At Node 31 250.00 Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 120.00ft2 AutoPeabResults: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 71.654 Total Hose Streams 250.00 System Plow Demand 588.21 Total Water Required (including Hose Allowance) 588.21 Maximum Pressure Unbalance In Loops 0.000 Maxi um Velocity Above Ground 17.21 between nodes 876 and 1634 Maximum Velocity Under Ground 6.48 between nodes I and 3 Volume capacity of Wet Pipes 1722.76ga1 Volume capacity of Dry Pipes pJiES1 . .2 Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 127.000 93.000 1 3650.00 125.839 588.21 86.997 38.842 Co ntràcto Conlraclor Number Contact Name Contact Title Name of Contractor: Phone Extension Address 1 FAX Address 2 E-mal Address 3 Web-Site J ©M.E.P.CAD, Inc. iffi AutoSPRlNK®12v12.0.29.0 4/24/2017 1:12:01PM Page 1 I Hydraulic Analysis • I Job Number: 17-862 Report Description: ROOF RA 3 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route I ..... BL 1.7280 24.00 3.28 120 0.016040 9-6 Pf 0.152 1721 1720 26-4 26-4 24.00 5.6 18.367 18.520 Sprinkler 9-6 Pe Pv BL 1.7280 48.10 6.58 120 0.058046 6-9 Pf 0.856 1720 1142 26-4 26-4 24.10 5.6 18.520 19.376 Sprinkler, P0(8-0) 8-0 14-9 Pe Pv RN 1.6820 72.64 10.49 120 0.141925 1-0 Pf 0.142 1142 1139 26-4 25-4 24.54 19.376 19.951 Flow (q) from Route 2 1-0 Pe Pv 0.434 BL 2.2030 72.64 6.11 120 0.038137 9-4% Pf 1.120 1139 995 25-4 25-4 19.951 21.072 P0(10-0) P0(1 0-U) 20-0 29-4% Pe Pv BL 2.2030 147.34 12.40 120 0.141117 9-9% Pf 4.486 995 886 25-4 26-4 74.70 21.072 25.124 P0(10-0), Flow (q) from Route 3 fEE(2'-O), fT(10'-O) 22-0 31-9% Pe Pv -0.434 BL 2.2030 175.39 14.76 120 0.194800 9-3% Pf 1.807 886 1634 26-4 26-4 28.05 25.124 26.931 Flow (q) from Route 5 9-3% Pe Pv BL 2.2030 204.45 17.21 120 0.258684 31-1% Pf 13.229 1634 876 26-4 23-10 29.06 5.6 26.931 41.244 Sprinkler, fT(10-0), P0(10-0) 20-0 51-1% Pe Pv 1.084 CM 3.2600 338.21 13.00 120 0.097335 76-3 Pf 11.347 876 738 23-10 23-10 133.75 41.244 52.591 Flow (q) from Route 2fT(20'-2) 40-4 116-7 Pe Pv FM 3.2600 187.88 7.22 120 0.032806 111-0 Pf 5.581 738 762 23-10 11-0 52.591 63.736 2fE(9-5), 2fT(20-2) 59-1% 170-1% Pe Pv 5.564 CM 3.2600 187.88 7.22 120 0.032806 14-3 Pt 0.467 762 606 11-0 11-0 63.736 64.203 14-3 Pe Pv CM 3.2600 187.88 7.22 120 0.032806 8-0 Pf 0.262 606 525 11-0 11-0 64.203 64.466 8-0 Pe Pv CM 3.2600 187.88 7.22 120 0.032806 6-7% Pf 0.217 525 480 11-0 11-0 64.466 64.683 6-7% Pe Pv CM 3.2600 187.88 7.22 120 0.032806 2-9 Pf 0.091 480 445 11-0 11-0 64.683 64.774 2-9 Pe Pv CM 3.2600 187.88 7.22 120 0.032806 36-3 Pt 1.850 445 209 11-0 11-0 64.774 66.624 fT(20'-2) 20-2 56-4% Pe Pv FM 3.2600 338.21 13.00 120 0.097335 32-1 Pf 3.123 209 214 11-0 11-0 150.33 66.624 69.746 Flow (q) from Route 32-1 Pe Pv FM 3.2600 338.21 13.00 120 0.097335 7-0 Pf 1.597 214 222 11-0 11-0 69.746 71.344 fE(9'-5) 9-5 16-5 Pe Pv FR 3.2600 338.21 13.00 120 0.097335 12-0 Pf 2.999 222 29 11-0 0-6 71.344 78.895 f(-0.000), 2fE(9-5) 18-10 30-10 Pe Pv 4.552 UG 6.4000 338.21 3.37 140 0.002740 4-6% Pt 0.079 29 28 0-6 -4-0% 78.895 80.934 E(24'-2%) 24-2% 28-8% Pe Pv 1.960 UG 6.0900 338.21 3.73 150 0.003071 266-11/2 Pt 1.324 28 11 -4-0% -4-0% 80.934 82.257 2EE(10-91/2), CV(49'-3%), PlV(4-7%), 2E(21'-7), T(46'-2%) 164-10 431-0 Pe Pv UG 6.0900 588.21 6.48 150 0.008549 11,-i Pf 0.279 11 7 -4-0% -4-0% 250.00 82.257 82.537 Flow (q) from Route 8 E(21-7) 21-7 32-8 Pe Pv UG 6.4000 588.21 5.87 140 0.007627 5-2 Pf 0.039 7 8 -4-0% 1-1% 82.537 80.336 5-2 Pe Pv -2.240 UG 6.3570 588.21 5.95 120 0.010482 9-5% Pf 3.468 8 4 1-1% 1-1% 80.336 83.804 2E(17'-7), BFP(-3.000) 35-2% 44-8 Pe Pv UG 6.4000 588.21 5.87 140 0.007627 5-2 Pf 0.224 4 3 1-1% -4-0% 83.804 86.268 E(24-2%) 24-2% 29-4% Pe Pv 2.240 UG 6.0900 588.21 6.48 150 0.008549 63-8 Pt 0.729 3 1 -4-0% -4-0% 86.268 86.997 E(21'-7), S 21-7 85-2% Pe Pv (M.©M.E.P.CAD. Inc. MY AutoSPRlNK®12v12.0.29.0 4/24/2017 1:16:14PM Paae 1 , ~jjljjHydr-aulic • I . Job Number: 17-862 Renort Descriotion: ROOF RA 3 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 0.00 Hose Allowance At Source 1 588.21 =. ..... Route 2 ..... BL 1.7280 24.54 3.36 120 0.016715 2-3 Pf 0.171 1719 1142 26-4 26-4 24.54 5.6 19.205 19.376 Sprinkler, P0(8-0) 8-0 10-3 Pe Pv ow .Route 3 ..... BL 1.7280 24.68 3.38 120 0.016894 9-6 Pf 0.160 1665 1664 26-4 26-4 24.68 5.6 19.426 19.587 Sprinkler 9-6 Pe Pv BL 1.7280 49.47 6.77 120 0.061134 6-9 Pt 0.902 1664 998 26-4 26-4 24.78 5.6 19.587 20.489 Sprinkler, P0(8-0) 8-0 14-9 Pe Pv RN 1.6820 74.70 10.79 120 0.149468 1-0 Pf 0.149 998 995 26'-4 25-4 25.24 20.489 21.072 Flow (q) from Route 4 1-0 Pe Pv 0.434 .Route 4 ..... BL 1.7280 25.24 3.45 120 0.017602 2-3 Pf 0.180 1663 998 26'-4 26-4 25.24 5.6 20.308 20.489 Sprinkler, P0(8-0) 8-0 10-3 Pe Pv ..... Route 5 ..... BL 1.7280 28.05 3.84 120 0.021402 i81/2 Pt 0.037 1635 886 26'-4 26'-4 28.05 5.6 25.087 25.124 Sprinkler 1-8% Pe Pv .Route 6 ..... BL 1.7280 33.35 4.56 120 0.029474 12-0 Pf 0.354 1718 1717 26-4 26-4 33.35 5.6 35.457 35.811 Sprinkler 12-0 Pe Pv BL 1.7280 66.86 9.15 120 0.106744 16-7% Pf 2.630 1717 1130 26-4 26-4 33.51 5.6 35.811 38.441 Sprinkler, T(8'-0) 8-0 24-7% Pe Pv RN 1.6820 66.86 9.65 120 0.121733 2-6 Pt 1.509 1130 1127 26-4 23-10 38.441 41.035 P0(9-11) 9-11 12-5 Pe Pv 1.084 CM 3.2600 66.86 2.57 120 0.004851 9-4% Pf 0.045 1127 983 23-10 23-10 41.035 41.080 9'-4% Pe Pv CM 3.2600 133.75 5.14 120 0.017496 9-4% Pf 0.164 983 876 23-10 23-10 66.90 41.080 41 .244 Flow (q) from Route 7 9-4% Pe Pv ..... Route 7 ..... BL 1.7280 33.36 4.56 120 0.029506 12-0 Pf 0.354 1662 1661 26-4 26-4 33.36 5.6 35.498 35.852 Sprinkler 12-0 Pe Pv BL 1.7280 66.90 9.15 120 0.106857 16-7% Pf 2.633 1661 986 26-4 26-4 33.53 5.6 35.852 38.485 Sprinkler, Z, T(8'-O) 8-0 24-7% Pe Pv RN 1.6820 66.90 9.66 120 0.121862 2-6 Pf 1.511 986 983 26'-4 23-10 38.485 41.080 P0(9--1 1) 9-11 12-5 Pe Pv 1.084 =. ..... Route 8 ..... UG 6.4000 250.00 2.49 140 0.001566 5-0% Pf 0.046 31 30 1-0 -4-0% 250.00 79.742 81.965 Hydrant, E(24'-2%) 24-2% 29-2% Pe Pv 2.177 U 6.0900 250.00 2.75 150 0.001756 156-0 Pf 0.293 30 11 -4-0% -4-0% 81.965 82.257 EE(10'-g%) 10-9% 166-9 Pe Pv -Route 9 ..... CM 3.2600 150.33 5.78 120 0.021717 30-9% Pf 1.106 118 81 23-10 23-10 150.33 57.083 58.189 Flow (q) from Route 10 fT(20'-2) 20-2 50,-11 Pe Pv FM 3.2600 150.33 5.78 120 0.021717 73-1 Pf 2.871 81 209 23-10 11-0 58.189 66.624 2fE(9'-5), 2fT(20'-2) 59'-i% 132-2% Pe Pv 5.564 owa .Route 10 ..... CM 3.2600 150.33 5.78 120 0.021717 9-4% Pt 0.204 676 554 23-10 23-10 150.33 55.344 55.548 Flow (q) from Route 11 9-4% Pe Pv CM 3.2600 150.33 5.78 120 0.021717 9-10% Pf 0.214 554 505 23-10 23-10 55.548 55.762 9-10% Pe Pv ,©M.E.P.CAD, Inc. FxflAutoSPRINK@12v12.0.29.0 4/24/2017 1:16:14PM Page 2 I!ydLic Analysis O I . Job Number: 17-862 Reoort Description: ROOF RA 3 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 150.33 5.78 120 0.021717 10-0 Pf 0.217 505 411 23-10 2310 55.762 55.980 10-0 Pe Pv CM 3.2600 150.33 5.78 120 0.021717 10-0 Pt 0.217 411 345 23-10 23-10 55.980 56.197 10-0 Pe Pv CM 3.2600 150.33 5.78 120 0.021717 1-6 Pf 0.033 345 315 23-10 23-10 56.197 56.229 1-6 Pe Pv CM 3.2600 150.33 5.78 120 0.021717 8-6 Pf 0.185 315 300 23-10 23-10 56.229 56.414 8-6 Re Pv CM 3.2600 150.33 5.78 120 0.021717 10-0 Pt 0.217 300 241 23-10 23-10 56.414 56.631 10-0 Pe Pv CM 3.2600 150.33 5.78 120 0.021717 10-0 Pt 0.217 241 159 23-10 23-10 56.631 56.848 10-0 Pe Pv CM 3.2600 150.33 5.78 120 0.021717 10-10 Pt 0.235 159 118 23-10 23-10 56.848 57.083 10-10 Pe Pv ew .Route 11 ..... FM 3.2600 150.33 5.78 120 0.021717 86-5% Pf 2.753 738 676 23-10 23-10 52.591 55.344 fT(20-2) fT(20-2) 40-4 126-9 Pe Pv IEquivalent Pipe Lengths of Valves and Fittings (0=120 only) I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 . © M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.29.0 4/24/2017 1:16:14PM Page 3 fflj.H..,y.dra9j1,ic Aply5ls O I is Job Number: 17-862 Report Description: ROOF RA 3 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Te lgricl Unts Luend FItncL Leand 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 900 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 Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points F 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45* Elbow Eel 11 %* Elbow Ee2 22%° Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 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. ffljAutoSPRINK@ 12 02.0.29.0 4/24/2017 1:16:14PM Page 4 . Job Number: 17-862 ReDort Descriotion: ROOF RA 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4-0% S 86.997 588.21 31 1-0 Hyd 79.742 250.00 1634 26-4 Spr(-26.931) 26.931 29.06 1635 26-4 Spr(-25.087) 25.087 28.05 1661 26-4 Spr(-35.852) 35.852 33.53 1662 26-4 Spr(-35.498) 35.498 33.36 1663 26-4 Spr(-20.308) 20.308 25.24 1664 26'-4 Spr(-19.587) 19.587 24.78 1665 26-4 Spr(-19.426) 19.426 24.68 1717 26-4 Spr(-35.811) 35.811 33.51 1718 26-4 Spr(-35.457) 35.457 33.35 1719 26-4 Spr(-19.205) 19.205 24.54 1720 26-4 Spr(-18.520) 18.520 24.10 1721 26-4 Spr(-18.367) 18.367 24.00 3 -4-0% E(24-2%) 86.268 4 1-1% 83.804 7 4-0% E(21-7) 82.537 8 1-1% 80.336 11 4-01/2 T(46-21/2) 82.257 28 4-01/2 E(24-2%) 80.934 29 0-6 78.895 30 4-01/2 E(24-21/,.) 81.965 44 11-0 P0(9-il) 65.270 58 23-10 P0(9-i1) 57.579 81 23-10 P0(9-I1) 58.189 105 11-4% 65.591 118 23-10 P0(9-l1) 57.083 159 23-10 P0(9-l1) 56.848 191 11-4% 65.884 209 11-0 fT(20'-2) 66.624 214 11-0 P0(8-0) 69.746 222 11-0 fE(9-5) 71.344 241 23-10 P0(9-l1), C(9-11) 56.631 273 11-5 65.495 300 23-10 P0(9-l1) 56.414 315 23-10 P0(9-l1) 56.229 345 23-10 P0(9-l1) 56.197 366 11-4% 65.003 411 23-10 P0(12-3%) 55.980 445 11-0 P0(9-il) 64.774 480 11-0 P0(9-l1) 64.683 505 23-10 P0(9-l1) 55.762 525 11-0 P0(9-I1) 64.466 554 23-10 P0(9-I1) 55.548 579 23-10 P0(9-I1) 43.508 606 11-0 P0(9-il) 64.203 633 11-0 P0(9-11), C(9-11) 60.589 676 23-10 P0(9-i1) 55.344 704 23-10 P0(9-i1) 43.508 738 23-10 fT(20-2) 52.591 762 11-0 P0(12-3%) 63.736 795 11-0 P0(12-31/2) 60.589 876 23-10 P0(10-0) 41.244 886 26-4 fT(10-0) 25.124 930 25-4 P0(1 0-U) 54.120 944 11-8 P0(10-0) 63.447 956 23-10 P0(9-l1) 54.770 983 23-10 P0(9-i1) 41.080 986 26-4 T(8-0) 38.485 995 25-4 P0(10-0) 21.072 998 26-4 P0(8-0) 20.489 1005 11-8 P0(1 0-U) 60.300 1 J©M.E.P.CAD, Inc. AutoSPRINK® 12v12.0.29.0 4/24/2017 1:16:04PM Page 1 AN [,Node Analysis a i . Job Number: 17-862 ReDort Descriotion: ROOF RA 3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1027 11-0 P0(9-i1) 62.960 1058 11-0 P0(9-i1) 60.589 1076 25-4 P0(10-0) 54.120 1088 11-8 P0(10-0) 63.447 1101 23-10 P0(9-lI) 54.770 1127 23-10 P0(9-i1) 41.035 1130 26-4 T(8-O) 38.441 1139 25-4 P0(10-0) 19.951 1142 26-4 P0(8-0) 19.376 1150 11-8 P0(10-0) 60.300 1167 11-0 P0(9-li) 62.960 1198 11-0 P0(9-li) 60.589 1219 23-10 P0(9-lI) 54.770 1247 23-10 P0(9-i1) 41.035 f,© M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:16:04PM Page 2 ~jjjj§umm..ary,Gf Ouftlowing Sices . Job Number: 17-862 Reoort Descriotion: ROOF RA 3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 31 250.00 250.00 0 79.742 Sprinkler 1634 29.06 24.00 5.6 26.931 Sprinkler 1635 28.05 24.00 5.6 25.087 Sprinkler 1661 33.53 24.00 5.6 35.852 Sprinkler 1662 33.36 24.00 5.6 35.498 Sprinkler 1663 25.24 24.00 5.6 20.308 Sprinkler 1664 24.78 24.00 5.6 19.587 Sprinkler 1665 24.68 24.00 5.6 19.426 Sprinkler 1717 33.51 24.00 5.6 35.811 Sprinkler 1718 33.35 24.00 5.6 35.457 Sprinkler 1719 24.54 24.00 5.6 19.205 Sprinkler 1720 24.10 24.00 5.6 18.520 Sprinkler 1721 24.00 24.00 5.6 18.367 Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. Jj AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:15:49PM Page 1 ~jjjj.Hydraq1.ic-Graph . I . Job Number: 17-862 IArtnrt Dsrrintiôn C)flF RA Water Supply at Node I 150--- 135- Static Pressure 127.000 120— 105— - 3650.00 @93.000 901 58&21@86.997 N to _ 60— s ystem demand curve 30 :i ______ 111111111 111111111 111111111 111111111 11111 II I I _________ 700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node I Static: Pressure 127.000 Residual: Pressure 93.000 @ 3650.00 Available Pressure at Time of Test 125.839 @ 588.21 System Demand 86.997 @ 588.21 System Demand (inducting Hose Aflov,anse at Source) 86.997 @ 588.21 ,©M.E.P.CAD, Inc. ]AutoSPRINK®12v12.0.29.0 4/24/2017 1:15:37PM Page 1 §J11Fjydrau1ic Summary I . Job Number: 17-862 Renort Destrintion MF77 PA 4 Job Number 17-862 Design Engineer TB Job Name: Aston Avenua Office Shell State Certification/License Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name FS-2 to FS-5 PIPING AND RCP 4-19-17 Remote Area(i) Most Demanding Sprinkler Data 5.6 K-Factor 19.20 at 11.755 Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area of Applicabon 1500.00ft2 (Actual 1550.32ft2) Additional Hose Supplies Node FIow(pm) Hydrant At Node 31 250.00 Number Of Sprinklers Calculated 14 Coverage Per Sprinkler 96.00ft2 AutoPeak Results: Pressure For RemoteArea(s) Adjacent To Most Remote Area Left: 60.801 Total Hose Streams 250.00 System Flow Demand 540.76 Total Water Required (Including Hose Allowance) 540.76 Maximum Pressure Unbalance In Loops 0.000 Manimum Velocity Above Ground 21.04 between nodes 1058 and 1061 Maximum Velocity Under Ground 5.96 between nodes 1 and 3 Volume capacity of Wet Pipes 1722.76ga1 Volume capacity of Dry Pipes Node Name Hose Flow (gpm) Static (psi) Residual (psi) , Flow k—' (gpm) Available ,_. (psi) -' Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 127.000 93.000 3650.00 126.006 540.76 64.370 61.636 or;iictcr Contractor Number Contact Name CnntactTitle Name 01 Contractor: Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web-Site , © M.E.P.CAD, Inc. rAl AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:17:21 PM Page 1 ~1111,ydrayfiS.Analysis - Job Number: 17-862 Report Description: MEZZ RA 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..Route I ..... BL 1.7280 19.20 2.63 120 0.010615 8-0 Pf 0.085 1738 1739 12-8 12-8 19.20 5.6 11.755 11.840 Sprinkler 8-0 Pe Pv BL 1.7280 38.47 5.26 120 0.038395 8-0 Pf 0.307 1739 1740 12-8 12-8 19.27 5.6 11.840 12.147 Sprinkler 8-0 Pe Pv BL 1.7280 57.99 7.93 120 0.082030 8-0 Pf 0.656 1740 1741 12-8 12-8 19.52 5.6 12.147 12.803 Sprinkler 8-0 Pe Pv BL 1.7280 78.02 10.67 120 0.142051 8-0 Pf 1.136 1741 1742 12-8 12-8 20.04 5.6 12.803 13.940 Sprinkler 8-0 Pe Pv BL 1.7280 98.93 13.53 120 0.220392 8-0 Pf 1.763 1742 1743 12-8 12-8 20.91 5.6 13.940 15.703 Sprinkler 8-0 Pe Pv BL 1.7280 121.12 16.57 120 0.320472 8-0 Pf 2.564 1743 1744 12-8 12-8 22.19 5.6 15.703 18.267 Sprinkler 8-0 Pe Pv BL 1.7280 145.06 19.84 120 0.447371 1131/2 Pf 8.631 1744 1201 12-8 12-8 23.93 5.6 18.267 26.897 Sprinkler, T(8-0) 8-0 19-3% Pe Pv RN 1.6820 145.06 20.94 120 0.510192 1-8 Pf 5.901 1201 1198 12-8 11-0 26.897 33.521 P0(9-11) 9-11 11-7 Pe Pv 0.723 CM 3.2600 145.06 5.58 120 0.020330 13-9 Pf 0.280 1198 1058 11-0 11-0 33.521 33.800 13-9 Pe Pv CM 3.2600 290.76 11.18 120 0.073591 75-6 Pt 7.039 1058 909 11-0 11-0 145.70 33.800 40.840 Flow (q) from Route 2 fT(20-2) 20-2 95-8 Pe Pv FM 3.2600 181.01 6.96 120 0.030621 75-9 Pf 2.937 909 762 11-0 11-0 40.840 43.777 fT(20-2) 20-2 95-11 Pe Pv CM 3.2600 181.01 6.96 120 0.030621 14-3 Pt 0.436 762 606 11-0 11-0 43.777 44.213 14-3 Pe Pv CM 3.2600 181.01 6.96 120 0.030621 8-0 Pt 0.245 606 525 11-0 11-0 44.213 44.458 8-0 Pe Pv CM 3.2600 181.01 6.96 120 0.030621 67h/2 Pt 0.203 525 480 11-0 11-0 44.458 44.661 6-7% Pe Pv CM 3.2600 181.01 6.96 120 0.030621 2-9 Pt 0.085 480 445 11-0 11-0 44.661 44.746 2-9 Pe Pv CM 3.2600 181.01 6.96 120 0.030621 36-3 Pt 1.727 445 209 11-0 11-0 44.746 46.473 fT(20-2) 20-2 56-4% Pe Pv FM 3.2600 290.76 11.18 120 0.073591 32-1 Pt 2.361 209 214 11-0 11-0 109.75 46.473 48.834 Flow (q) from Route 32-1 Pe Pv FM 3.2600 290.76 11.18 120 0.073591 7-0 Pt 1.207 214 222 11-0 11-0 48.834 50.041 fE(9-5) 9-5 16-5 Pe Pv FR 3.2600 290.76 11.18 120 0.073591 12-0 Pt 2.268 222 29 11-0 0-6 50.041 56.861 f(-0.000), 2fE(9'-5) 18-10 30-10 Pe Pv 4.552 UG 6.4000 290.76 2.90 140 0.002071 4-6% Pt 0.059 29 28 0-6 -4-0% 56.861 58.880 E(24'-2%) 24-2% 28-8% Pe Pv 1.960 UG 6.0900 290.76 3.20 150 0.002322 266-11/z Pt 1.001 28 11 -4-0% -4-0% 58.880 59.881 2EE(10-9%), CV(49'-31/2), PIV(4-71/2), 2E(21'-7), T(46-21/2) 164-10 431-0 Pe Pv UG 6.0900 540.76 5.96 150 0.007317 11,-i Pt 0.239 11 7 -4-0% -4-0% 250.00 59.881 60.120 Flow (q) from Route 3 E(21-7) 21-7 32-8 Pe Pv UG 6.4000 540.76 5.39 140 0.006528 5-2 Pt 0.034 7 8 -4-0% 1-1% 60.120 57.914 5-2 jPv Pe -2.240 UG 6.3570 540.76 5.47 120 0.008972 9-5% Pt 3.401 8 4 1-1% 1-1% 57.914 61.315 2E(177), BFP(3.000) 35-2% 44-8 Pe Pv (M..©M.E.P.CAD. Inc. IAutoSPRlNK®12v12.0.29.0 4/24/2017 1:18:04PM Paae 1 ~11jitlyq,raulic Analysis to Job Number: 17-862 Report Description: MEZZ RA 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 6.4000 540.76 5.39 140 0.006528 5-2 Pf 0.192 4 3 111/2 401/2 61.315 63.746 E(24'-21/,) 24-2% 29-4% Pe Pv 2.240 UG 6.0900 540.76 5.96 150 0.007317 63-8 Pt 0.624 3 1 -4-0% -4-0% 63.746 64.370 E(21'-7), S 21-7 85-2% Pe Pv 0.00 Hose Allowance At Source 1 540.76 • • • Route BL 1.7280 19.29 2.64 120 0.010703 8-0 Pf 0.086 1682 1683 12-8 12-8 19.29 5.6 11.861 11.947 Sprinkler 8-0 Pe Pv BL 1.7280 38.64 5.29 120 0.038715 8-0 Pt 0.310 1683 1684 12-8 12-8 19.36 5.6 11.947 12.256 Sprinkler 8-0 Pe Pv BL 1.7280 58.25 7.97 120 0.082713 8-0 Pf 0.662 1684 1685 12-8 12-8 19.61 5.6 12.256 12.918 Sprinkler 8-0 Pe Pv BL 1.7280 78.37 10.72 120 0.143231 8-0 Pt 1.146 1685 1686 12-8 12-8 20.13 5.6 12.918 14.064 Sprinkler 8-0 Pe Pv BL 1.7280 99.38 13.60 120 0.222219 8-0 Pf 1.778 1686 1687 12-8 12-8 21.00 5.6 14.064 15.842 Sprinkler 8-0 Pe Pv BL 1.7280 121.66 16.64 120 0.323122 8-0 Pt 2.585 1687 1688 12-8 12-8 22.29 5.6 15.842 18.427 Sprinkler 8-0 Pe Pv BL 1.7280 145.70 19.93 120 0.451057 11-3% Pt 8.702 1688 1061 12-8 12-8 24.04 5.6 18.427 27.128 Sprinkler, T(8'-O) 8-0 19-3% Pe Pv RN 1.6820 145.70 21.04 120 0.514395 1-8 Pt 5.950 1061 1058 12-8 11-0 27.128 33.800 P0(9-11) 9-11 11-7 Pe Pv 0.723 ..... Route 3 ..... UG 6.4000 250.00 2.49 140 0.001566 5-0% Pt 0.046 31 30 1-0 -4-0% 250.00 57.366 59.588 Hydrant, E(24'-21/2) 24-2% 2921/2 Pe Pv 2.177 UG 6.0900 250.00 2.75 150 0.001756 156-0 Pt 0.293 30 11 -4-0% -4-0% 59.588 59.881 EE(10'-9%) 10-9% 166-9 Pe Pv =. ..... Route 4..... CM 3.2600 109.75 4.22 120 0.012135 30-9% Pt 0.618 118 81 23-10 23-10 109.75 38.687 39.305 Flow (q) from Route 5 fT(20'-2) 20-2 50-11 Pe Pv FM 3.2600 109.75 4.22 120 0.012135 73-1 Pt 1.604 81 209 23-10 11-0 39.305 46.473 2fE(9'-5), 2fT(20'-2) 59-1% 132-2% Pe Pv 5.564 =. ..... Route 5 ..... CM 3.2600 109.75 4.22 120 0.012135 9-4% Pf 0.114 676 554 23-10 23-10 109.75 37.715 37.829 Flow (q) from Route 6 9-4% Pe Pv CM 3.2600 109.75 4.22 120 0.012135 9-10% Pt 0.120 554 505 23-10 23-10 37.829 37.949 9-10% Pe Pv CM 3.2600 109.75 4.22 120 0.012135 10-0 Pt 0.121 505 411 23-10 23-10 37.949 38.070 10,-0 Pe Pv CM 3.2600 109.75 4.22 120 0.012135 10-0 Pt 0.121 411 345 23-10 23-10 38.070 38.191 10-0 Pe Pv CM 3.2600 109.75 4.22 120 0.012135 1-6 Pt 0.018 345 315 23-10 23-10 38.191 38.210 1-6 Pe Pv CM 3.2600 109.75 4.22 120 0.012135 8-6 N 0.103 315 300 23-10 23-10 38.210 38.313 8-6 Pe Pv CM 3.2600 109.75 4.22 120 0.012135 10,-0 N 0.121 300 241 23-10 23-10 38.313 38.434 10,-0 Pe Pv CM 3.2600 109.75 4.22 120 0.012135 10,-0 Pt 0.121 241 159 23-10 23-10 38.434 38.555 1 10,-0 Pe Pv , © M.E.P.CAD, Inc. P.IlAutoSPRINKO 12 02.0.29.0 4/24/2017 1:18:04PM Page 2 ~1111.H.ydraulic Analysis .. . Job Number: 17-862 Report Description: MEZZ RA 4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 3.2600 109.75 4.22 120 0.012135 10-10 Pf 0.131 159 23-10 38.555 Pe 118 23-10 38.687 10-10 Pv Go .Route 6 ..... FM 3.2600 109.75 4.22 120 0.012135 121-8 1 Pf 2.439 909 11-0 40.840 fT(20-2) 79-3Y2 Pe -5.564 676 23-10 37.715 2fE(9-5), 2fT(20'-2) 200-11% PV qyjvaI9—nt_R h§ of Vajys and Fittings (Cr120 cg C VaIu Multilkr / Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 PTe Le.end mite Legend Fiftinqs Leend 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 Pn 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 Pe Pressure due to elevation difference between indicated points E 90 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE i 45* Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90 FireLock(TM) Elbow fEE 45 FireLock(TM) Elbow fig 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 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. jAutoSPRlNK® 12 02.0.29.0 4/24/2017 1:18:04PM Page 3 ~Rjj,N,ode A nalysis . Job Number: 17-862 Rnort Desc.rintinn MF77 RA 4 Node Elevation(Foot) Fillings Pressure(psi) Discharge(gpm) I -4-0% S 64.370 540.76 31 1-0 Hyd 57.366 250.00 1682 12-8 Spr(-11.861) 11.861 19.29 1683 12-8 Spr(-11.947) 11.947 19.36 1684 12-8 Spr(-12.256) 12.256 19.61 1685 12-8 Spr(-12.918) 12.918 20.13 1686 12-8 Spr(-14.064) 14.064 21.00 1687 12-8 Spr(-15.842) 15.842 22.29 1688 12-8 Spr(-18.427) 18.427 24.04 1738 12-8 Spr(-11.755) 11.755 19.20 1739 12-8 Spr(-11.840) 11.840 19.27 1740 12-8 Spr(-12.147) 12.147 19.52 1741 12-8 Spr(-12.803) 12.803 20.04 1742 12-8 Spr(-13.940) 13.940 20.91 1743 12-8 Spr(-15.703) 15.703 22.19 1744 12-8 Spr(-18.267) 18.267 23.93 3 -4-0% E(24-2%) 63.746 4 1-1% 61.315 7 -4-0% E(21-7) 60.120 8 1-1% 57.914 11 -4-0% T(46-2%) 59.881 28 4-01/2 E(24-2%) 58.880 29 0-6 56.861 30 -4-0% E(24-21/2) 59.588 44 11-0 P0(9-i1) 45.716 58 23-10 P0(9-i1) 38.964 81 23-10 P0(9-i1) 39.305 105 11-4% 45.820 118 23-10 P0(9-lI) 38.687 159 23-10 P0(9-l1) 38.555 191 11-4% 45.983 209 11-0 fT(20-2) 46.473 214 11-0 P0(8-0) 48.834 222 11-0 fE(9'-5) 50.041 241 23-10 P0(9-I1), C(9'-l1) 38.434 273 11-5 45.408 300 23-10 P0(9-lI) 38.313 315 23-10 P0(9-l1) 38.210 345 23-10 P0(9-l1) 38.191 366 11-4% 44.949 411 23-10 P0(12-31/2) 38.070 445 11-0 P0(9-li) 44.746 480 11-0 P0(9-li) 44.661 505 23-10 P0(9-l1) 37.949 525 11-0 P0(9-li) 44.458 554 23-10 P0(9-i1) 37.829 579 23-10 P0(9-l1) 36.421 606 11-0 P0(9-i1) 44.213 633 11-0 P0(9-l1), C(9-11) 36.057 676 23-10 P0(9-i1) 37.715 704 23-10 P0(9-i1) 36.421 762 11-0 P0(12-3%) 43.777 795 11-0 P0(12-3%) 36.057 909 11-0 fT(20-2) 40.840 930 25-4 P0(10-0) 36.744 944 11-8 P0(10-0) 43.488 956 23-10 P0(9-l1) 37.394 983 23-10 P0(9-l1) 36.421 995 25-4 P0(10-0) 35.771 1005 11-8 P0(10-0) 35.768 1027 11-0 P0(9-l1) 43.052 1058 11-0 P0(9-I1) 33.800 , © M.E.P.CAD, Inc. AutoSPRINK® 12 vi 2.0.29.0 4/24/2017 1:17:54PM Page 1 ~1111,Npde,Analysis, . Job Number: 17-862 Reoort Descriotion: MEZZ RA 4 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1061 12-8 T(8-0) 27.128 1076 25-4 P0(10-0) 36.744 1088 11-8 P0(10-0) 43.488 1101 23-10 P0(9-lI) 37.394 1127 23-10 P0(9-i1) 36.421 1139 25-4 P0(10-0) 35.771 1150 11-8 P0(10-0) 35.768 1167 11-0 P0(9-l1) 43.052 1198 11-0 P0(9-l1) 33.521 1201 12-8 T(8-0) 26.897 1219 23-10 P0(9-i1) 37.394 1247 23-10 P0(9-i1) 36.421 , © M.E.P.CAD, Inc. ifil AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:17:54PM Page 2 [Summary OfOutflowJng&ices Job Number: 17-862 W Report Description: MEZZ RA 4 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 31 250.00 250.00 0 57.366 Sprinkler 1682 19.29 19.20 5.6 11.861 Sprinkler 1683 19.36 19.20 5.6 11.947 Sprinkler 1684 19.61 19.20 5.6 12.256 Sprinkler 1685 20.13 19.20 5.6 12.918 Sprinkler 1686 21.00 19.20 5.6 14.064 Sprinkler 1687 22.29 19.20 5.6 15.842 Sprinkler 1688 24.04 19.20 5.6 18.427 Sprinkler 1738 19.20 19.20 5.6 11.755 Sprinkler 1739 19.27 19.20 5.6 11.840 Sprinkler 1740 19.52 19.20 5.6 12.147 Sprinkler 1741 20.04 19.20 5.6 12.803 Sprinkler 1742 20.91 19.20 5.6 13.940 Sprinkler 1743 22.19 19.20 5.6 15.703 Sprinkler 1744 23.93 19.20 5.6 18.267 Most Demanding Sprinkler Data i'M. © M.E.P.CAD. Inc. AutoSPRlNK® 12 v12.0.29.0 4/24/2017 1:17:45PM Paae 1 Grapji Nei S I . Job Number: 17-862 Renort Desrintinn MF77 PA 4 Water Supply at Node I 150— 135— Static Pressure 127.000 12 105 _ 00@93000 90— - 75 in 60 54016@64.370 :i. System demand curve :L______ 0— 11Ith1jtU.LUUhhhhhh1111111111 111111111 111111111 lit II liii 1111111 II 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 127.000 Residual: Pressure 93.000 @ 3650.00 Available Pressure at Time of Test 126.006 @ 540.76 System Demand 64.370 @ 540.76 System Demand (Including Hose Allowance at Scuroe) 64.370 @ 540.76 ©M.E.P.CAD, Inc. 1AutoSPRlNK®12v12.0.29.0 4/24/2017 1:17:34PM Page 1 ~JM JHydraufic Summary G.J . Job Number: 17-862 Rnort Dsrirgtign MF77 PA f Job Number 17-862 Uesign Engineer TB Job Name: Aston Avenua Office Shell State Certification/License Number Address 1 AHJ Address 2 Job Site/Building Address 3 Drawing Name FS-2 to FS-5 PIPING AND RCP 4-19-17 SET Remote Areal S: Most Demanding Sprinkler Data 5.6 K-Factor 19.20 at 11.755 Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 1421.91ft2) Additional Hose Supplies Node Flow(pm) Hydrant At Node 31 250.00 Number Of Sprinklers Calculated 15 Coverage Per Sprinkler 96.00ft2 AutoPoak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 598.48 Total Water Required (Including Hose Allowance) 598.48 Mao/mum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.94 between nodes 795 and 798 Maximum Velocity Under Ground 6.59 between nodes 1 and 3 Volume capacity of Wet Pipes 1722.76ga1 Volume capacity of Dry Pipes S LI pp Node Name Hose Flow (gpm) Static (psi) Residual , (psi) E_. Flow (gpm) Available ,_ (psi) k—' Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 127.000 93.000 3650.00 125.801 598.48 84.413 41.388 GontLactor Contractor Number Contact Name ContactTitle Name of Contractor. Phone Extension Address 1 FAX Address 2 E-mail Address 3 Web-Site . © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:18:50PM Page 1 §111,H ydraulic AnaIy. . Job Number: 17-862 Report Description: MEZZ RA 5 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route I ..... BL 1.7280 19.20 2.63 120 0.010615 9-6 Pf 0.101 1724 1723 12-8 12-8 19.20 5.6 11.755 11.855 Sprinkler 9-6 Pe Pv -0.001 BL 1.7280 38.48 5.26 120 0.038417 8-4 Pt 0.627 1723 1153 12-8 12-8 19.28 5.6 11.855 12.481 Sprinkler, T(8-0) 8-0 16-4 Pe Pv -0.001 RN 1.6820 58.19 8.40 120 0.094152 1-0 Pt 0.094 1153 1150 12-8 11-8 19.71 12.481 13.008 Flow (q) from Route 2 V-0 Pe Pv 0.433 BL 2.2030 58.19 4.90 120 0.025300 941/2 Pt 0.743 1150 1005 11-8 11-8 13.008 13.752 P0(10-0) P0(10-0) 20-0 29-4% Pe Pv BL 2.2030 118.08 9.94 120 0.093688 1271/2 Pf 3.244 1005 809 11-8 12-8 59.89 13.752 16.562 P0(10-0), Flow (q) from Route 3 fEE(2-0), fT(10'-O) 22-0 34-7% Pe Pv -0.434 BL 2.2030 223.25 18.79 120 0.304400 4-10 Pf 1.468 809 1608 12-8 12-8 105.17 16.562 18.030 Flow (q) from Routes 4-10 Pe Pv 0.000 BL 2.2030 247.03 20.79 120 0.367082 8-0 Pf 2.937 1608 1607 12-8 12-8 23.78 5.6 18.030 20.967 Sprinkler 8-0 Pe Pv BL 2.2030 272.67 22.95 120 0.440668 32-9 Pt 18.844 1607 798 12-8 12-8 25.64 5.6 20.967 39.811 Sprinkler, fT(10'-O) 10-0 42-9 Pe Pv RN 2.1570 272.67 23.94 120 0.488362 1-8 Pf 6.824 798 795 12-8 11-0 39.811 47.357 P0(12-3%) 12-3% 13-11% Pe Pv 0.723 CM 3.2600 272.67 10.48 120 0.065346 3-6 Pt 1.546 795 915 11-0 11-0 47.357 48.903 fT(20'-2) 20-2 23-8 Pe Pv FM 3.2600 348.48 13.39 120 0.102878 65-0 Pf 6.686 915 909 11-0 11-0 75.81 48.903 55.589 Flow (q) from Route 65-0 Pe Pv FM 3.2600 216.94 8.34 120 0.042808 75-9 Pt 4.106 909 762 11-0 11-0 55.589 59.695 fT(20'-2) 20-2 95-11 Pe Pv CM 3.2600 216.94 8.34 120 0.042808 14-3 Pf 0.610 762 606 11-0 11-0 59.695 60.305 14-3 Pe Pv CM 3.2600 216.94 8.34 120 0.042808 8-0 Pf 0.342 606 525 11-0 11-0 60.305 60.648 8-0 Pe Pv CM 3.2600 216.94 8.34 120 0.042808 6-7% Pt 0.284 525 480 11-0 11-0 60.648 60.931 6-7% Pe Pv CM 3.2600 216.94 8.34 120 0.042808 2-9 Pf 0.119 480 445 11-0 11-0 60.931 61.050 2-9 Pe Pv CM 3.2600 216.94 8.34 120 0.042808 36-3 Pf 2.414 445 209 11-0 11-0 61.050 63.464 fT(20-2) 20-2 56-4% Pe Pv FM 3.2600 348.48 13.39 120 0.102878 32-1 Pt 3.301 209 214 11-0 11-0 131.54 63.464 66.764 Flow (q) from Route 32-1 Pe Pv FM 3.2600 348.48 13.39 120 0.102878 7-0 Pf 1.688 214 222 11-0 11-0 66.764 68.452 fE(9-5) 9-5 16-5 Pe Pv FR 3.2600 348.48 13.39 120 0.102878 12-0 Pt 3.170 222 29 11-0 0-6 68.452 76.175 f(-0.000), 2fE(9-5) 18-10 30-10 Pe Pv 4.552 UG 6.4000 348.48 3.48 140 0.002896 4-6% Pt 0.083 29 28 0-6 -4-0% 76.175 78.218 E(24'-21/2) 24-2% 28-8% Pe Pv 1.960 UG 6.0900 348.48 3.84 150 0.003246 266-11/2 Pt 1.399 28 11 -4-0% -4-0% 78.218 79.617 2EE(10-9Y2), CV(49'-31/2), PlV(4'-7%), 2E(21-7), T(46'-2%) 164-10 431-0 Pe Pv UG 6.0900 598.48 6.59 150 0.008827 11-1 Pt 0.288 11 7 -4-0% 40h/2 250.00 79.617 79.905 Flow (q) from Route E(21'-7) 21-7 32-8 Pe Pv UG 6.4000 598.48 5.97 140 0.007875 5-2 Pt 0.041 7 8 -4-0% 1-1% 79.905 77.706 5-2 Pe -2.240 Pv f J©M.E.P.CAD, Inc. AutoSPRlNK® 12v12.0.29.0 4/24/2017 1:19:34PM Page 1 [,,H ydraulic Analysis . Job Number: 17-862 Report Description: MEZZ RA 5 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 6.3570 598.48 6.05 120 0.010823 9-5% Pf 3.483 8 4 1-1% 1-1% 77.706 81.189 2E(17'-7), BFP(-3.000) 35-2% 44-8 Pe Pv UG 6.4000 598.48 5.97 140 0.007875 5-2 Pf 0.231 4 3 1-1% -4-0% 81.189 83.660 E(24'-2%) 24-2% 29-4% Pe 2.240 Pv UG 6.0900 598.48 6.59 150 0.008827 63-8 Pf 0.752 3 1 -4-0% -4-0% 83.660 84.413 E(21'-7), S 21-7 85-2% Pe Pv 0.00 Hose Allowance At Source 1 598.48 Route 2 ..... BL 1.7280 19.71 2.70 120 0.011140 0-8 Pf 0.097 1722 1153 12-8 12-8 19.71 5.6 12.385 12.481 Sprinkler, T(8'-O) 8-0 8-8 Pe 0.000 Pv Route 3 ..... BL 1.7280 19.76 2.70 120 0.011197 9'-6 Pf 0.106 1668 1667 12-8 12-8 19.76 5.6 12.453 12.558 Sprinkler 9-6 Pe -0.001 Pv BL 1.7280 39.61 5.42 120 0.040522 8-4 Pt 0.662 1667 1008 12-8 12-8 19.85 5.6 12.558 13.219 Sprinkler, T(8'-O) 8-0 16-4 Pe -0.001 Pv RN 1.6820 . 59.89 8.65 120 0.099306 1-0 Pf 0.099 1008 1005 12-8 11-8 20.28 13.219 13.752 Flow (q) from Route4 1-0 Pe 0.433 Pv =. ..... Route 4 ..... BL 1.7280 20.28 2.77 120 0.011748 0-8 Pf 0.102 1666 1008 12-8 12-8 20.28 5.6 13.117 13.219 Sprinkler, T(8'-O) 8-0 8-8 Pe 0.000 Pv -.Route 5 ..... BL 1.7280 20.34 2.78 120 0.011816 6-6 Pf 0.077 1613 1612 12-8 12-8 20.34 5.6 13.199 13.275 Sprinkler 6'-6 Pe -0.001 Pv BL 1.7280 40.75 5.57 120 0.042709 5-10 Pt 0.591 1612 1611 12-8 12-8 20.40 5.6 13.275 13.866 Sprinkler, 4LtE(2'-O) 8-0 13-10 Pe -0.000 Pv BL 1.7280 61.60 8.43 120 0.091739 7-0 N 0.642 1611 1610 12-8 12-8 20.85 5.6 13.866 14.507 Sprinkler 7-0 Pe -0.001 Pv BL 1.7280 82.93 11.35 120 0.159014 8-0 N 1.272 1610 1609 12-8 12-8 21.33 5.6 14.507 15.778 Sprinkler 8-0 Pe -0.001 Pv BL 1.7280 105.17 14.39 120 0.246803 3'-2 Pf 0.784 1609 809 12-8 12-8 22.24 5.6 15.778 16.562 Sprinkler 1 3'-2 Pe -0.000 Pv =. ..... Route 6 ..... BL 1.7280 37.90 5.19 120 0.037353 36-8% N 1.670 1750 1201 12-8 12-8 37.90 5.6 45.807 47.477 Sprinkler, T(8'-O) 8-0 44-8% Pe Pv RN 1.6820 37.90 5.47 120 0.042598 1-8 N 0.493 1201 1198 12-8 11-0 47.477 48.692 P0(9-11) 9-11 11-7 Pe 0.723 Pv CM 3.2600 37.90 1.46 120 0.001697 13-9 Pt 0.023 1198 1058 11-0 11-0 48.692 48.715 13'-9 Pe Pv CM 3.2600 75.81 2.91 120 0.006121 10-6 Pt 0.188 1058 915 11-0 11-0 37.91 48.715 48.903 Flow (q) from Route fT(20'-2) 20-2 30-8 Pe Pv ___Route 7 ..... BL 1.7280 37.91 5.19 120 0.037370 36'-8% N 1.671 1694 1061 12-8 12-8 37.91 5.6 45.829 47.500 Sprinkler, T(8'-O) 8-0 44-8% Pe Pv RN 1.6820 37.91 5.47 120 0.042617 1-8 N 0.493 1061 1058 12-8 11-0 47.500 48.715 P0(9-11) 9-11 11-7 Pe 0.723 Pv =. ..... Route 8 ..... UG 6.4000 250.00 2.49 140 0.001566 5-0% Pt 0.046 31 30 1-0 -4-0% 250.00 77.101 79.324 Hydrant, E(24'-21/2) 24-2% 29-2% Pe 2.177 Pv UG 6.0900 250.00 2.75 150 0.001756 156-0 N 0.293 30 11 -4-0% -4-0% 79.324 79.617 EE(10'-g%) 10-9% 166-9 Pe Pv . © M.E.P.CAD, Inc. FjjAutoSPRINKO 12 02.0.29.0 4/24/2017 1:19:34PM Page 2 IN 1!~ydrauiic Analysis-,. I 41 Job Number: 17-862 Reoort DescriDtion: MEZZ RA 5 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ..... Route 9 ..... CM 3.2600 131.54 5.06 120 0.016965 30-9% Pt 0.864 118 81 23-10 23-10 131.54 54.793 55.657 Flow (q) from Route 10 fT(20-2) 20-2 50-11 Pe Pv FM 3.2600 131.54 5.06 120 0.016965 73-1 Pt 2.243 81 209 23-10 11-0 55.657 63.464 2fE(9'-5), 2fT(20-2) 59-1% 132-2% Pe Pv 5.564 -Route 10 ..... CM 3.2600 131.54 5.06 120 0.016965 9-4% Pf 0.159 676 554 23-10 23-10 131.54 53.435 53.594 Flow (q) from Route 11 9-4% Pe Pv CM 3.2600 131.54 5.06 120 0.016965 9-10% Pt 0.168 554 505 23-10 23-10 53.594 53.762 9101/2 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 10-0 Pf 0.170 505 411 23-10 23-10 53.762 53.931 10-0 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 10-0 Pf 0.170 411 345 23-10 23-10 53.931 54.101 10-0 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 1-6 Pt 0.025 345 315 23-10 23-10 54.101 54.126 1-6 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 8-6 Pf 0.144 315 300 23-10 23-10 54.126 54.271 8-6 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 10-0 Pt 0.170 300 241 23-10 23-10 54.271 54.440 10-0 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 10-0 Pf 0.170 241 159 23-10 23-10 54.440 54.610 10-0 Pe Pv CM 3.2600 131.54 5.06 120 0.016965 10-10 Pt 0.183 159 118 23-10 23-10 54.610 54.793 10-10 Pe Pv ..... Route 11 ..... FM 3.2600 131.54 5.06 120 0.016965 121-8 Pt 3.409 909 676 11-0 23-10 55.589 53.435 fT(20'-2) 2fE(9'-5), 2fT(20-2) 79-3% 200-11% Pe Pv -5.564 1 Fffns(C120 I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value MuUtpJ • Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 LM, ©M.E.P.CAD, Inc. F.111 AutoSPRINK®12v12.0.29.0 4/24/2017 1:19:34PM Page 3 §11,H~yqrauiic Analysis • I . Job Number: 17-862 Report Description: MEZZ RA 5 Pipe Type Diameter Flow Velocity HWC Friction Loss Length IPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq. Length Summary Upstream Total Length :Pipe Type Legend Jilts Legend Fiinqs 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 Pn 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 Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11Y4° Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fIg 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 Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 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 CM, ©M.E.P.CAD, Inc. jAutoSPRlNK®12v12.0.29.0 4/24/2017 1:19:34PM Page 4 §11',Node Analysis • 1 . Job Number: 17-862 Rennrt flsrintinn MF77 PA Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4-0% S 84.413 598.48 31 1-0 Hyd 77.101 250.00 1607 12-8 Spr(-20.967) 20.967 25.64 1608 12-8 Spr(-18.030) 18.030 23.78 1609 12-8 Spr(-15.778) 15.778 22.24 1610 12-8 Spr(-14.507) 14.507 21.33 1611 12-8 Spr(-13.866) 13.866 20.85 1612 12-8 Spr(-13.275) 13.275 20.40 1613 12-8 Spr(-13.199) 13.199 20.34 1666 12-8 Spr(-13.117) 13.117 20.28 1667 12-8 Spr(-12.558) 12.558 19.85 1668 12-8 Spr(-12.453) 12.453 19.76 1694 12-8 Spr(-45.829) 45.829 37.91 1722 12-8 Spr(-12.385) 12.385 19.71 1723 12-8 Spr(-11.855) 11.855 19.28 1724 12-8 Spr(-11.755) 11.755 19.20 1750 12-8 Spr(-45.807) 45.807 37.90 3 -4-0% E(24-2%) 83.660 4 1-1% 81.189 7 -4-0% E(21-7) 79.905 8 1-1% 77.706 11 401/2 T(46-21/2) 79.617 28 401/2 E(24-2%) 78.218 29 0-6 76.175 30 -4-0% E(24-2%) 79.324 44 11-0 P0(9-i1) 62.406 58 23-10 P0(9-i1) 55.181 81 23-10 P0(9-i1) 55.657 105 11-4% 62.619 118 23-10 P0(9-i1) 54.793 159 23-10 P0(9-i1) 54.610 191 11-4% 62.848 209 11-0 fT(20-2) 63.464 214 11-0 P0(8-0) 66.764 222 11-0 fE(9-5) 68.452 241 23-10 P0(9-il), C(9-11) 54.440 273 11-5 62.044 300 23-10 P0(9-i1) 54.271 315 23-10 P0(9-i1) 54.126 345 23-10 P0(9-i1) 54.101 366 11-4% 61.402 411 23-10 P0(12-3%) 53.931 445 11-0 P0(9-i1) 61.050 480 11-0 P0(9-i1) 60.931 505 23-10 P0(9-i1) 53.762 525 11-0 P0(9-i1) 60.648 554 23-10 P0(9-I1) 53.594 579 23-10 P0(9-i1) 51.626 606 11-0 P0(9-I1) 60.305 633 11-0 P0(9-i1), C(9'-l1) 47.357 676 23-10 P0(9-i1) 53.435 704 23-10 P0(9-l1) 51.626 762 11-0 P0(12-3%) 59.695 795 11-0 P0(12-3%) 47.357 798 12-8 fr(10-0) 39.811 809 12-8 fT(10-0) 16.562 909 11-0 fT(20-2) 55.589 915 11-0 fT(20'-2) 48.903 930 25-4 P0(10-0) 52.336 944 11-8 P0(10-0) 59.406 956 23-10 P0(9-i1) 52.987 983 23-10 P0(9-l1) 51.626 , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.29.0 4/24/2017 1:19:22PM Page 1 LNc4aIYSLS O I . Job Number: 17-862 Report Description: MEZZ RA 5 Node Elevation(Foot) Fillings Pressure(psi) Discharge(gpm) 995 25-4 P0(10-0) 50.976 1005 11-8 P0(10-0) 13.752 1008 12-8 T(8-O) 13.219 1027 11-0 P0(9-li) 58.683 1058 11-0 P0(9-li) 48.715 1061 12-8 T(8-0) 47.500 1076 25-4 P0(10-0) 52.336 1088 11-8 P0(10-0) 59.406 1101 23-10 P0(9-l1) 52.987 1127 23-10 P0(9-lI) 51.626 1139 25-4 P0(10-0) 50.976 1150 11-8 P0(10-0) 13.008 1153 12-8 T(8-0) 12.481 1167 11-0 P0(9-i1) 58.683 1198 11-0 P0(9-I1) 48.692 1201 12-8 T(8-0) 47.477 1219 23-10 P0(9-l1) 52.987 1247 23-10 P0(9-l1) 51.626 , 0 M.E.P.CAD, Inc. MI AutoSPRINK® 12 v12.0.29.0 4/2412017 1:19:22PM Page 2 11hummary Of Outfiowing I& ices I . Job Number: 17-862 Reoort Descriotion: MEZZ RA 5 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 31 250.00 250.00 0 77.101 Sprinkler 1607 25.64 19.20 5.6 20.967 Sprinkler 1608 23.78 19.20 5.6 18.030 Sprinkler 1609 22.24 19.20 5.6 15.778 Sprinkler 1610 21.33 19.20 5.6 14.507 Sprinkler 1611 20.85 19.20 5.6 13.866 Sprinkler 1612 20.40 19.20 5.6 13.275 Sprinkler 1613 20.34 19.20 5.6 13.199 Sprinkler 1666 20.28 19.20 5.6 13.117 Sprinkler 1667 19.85 19.20 5.6 12.558 Sprinkler 1668 19.76 19.20 5.6 12.453 Sprinkler 1694 37.91 19.20 5.6 45.829 Sprinkler 1722 19.71 19.20 5.6 12.385 Sprinkler 1723 19.28 19.20 5.6 11.855 Sprinkler 1724 19.20 19.20 5.6 11.755 Sprinkler 1750 37.90 19.20 5.6 45.807 Most Demanding Sprinkler Data J ©M.E.P.CAD, Inc. AutoSPRINK01202.0.29.0 4/24/2017 1:19:12PM Page 1 NO fiydrauIic Graph a j 46 Job Number: 17-862 Rnnrt flsr.rintiôn MF77 PA Water Supply at Node I 150— 135— Static Pressure 127.000 120— 105— N 3650.00 @ 93.000 90 - 598.48 @ 84.413 CL En CL 60— - System demand curve 30 ::iii______ 0— ''1J.1.J.J.I•'..!.I.I.!..!_l..1..I 111111111 111111111 11111111 I II 11111 111111111 I I I I I I I I I I I I I °700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 127.000 Residual. Pressure 93.000 @ 3650.00 Available Pressure at Time of Test 125.801 @ 598.48 System Demand 84.413 @ 598.48 System Demand (Including Hose Allowance at Source) 84.413 @ 598.48 ©M.E.P.CAD, Inc. jqj AutoSPRINK®12v12.0.29.0 4/24/2017 1:19:01 PM Page 1 O ôt -01O- Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Backflow Preventer (For Hydraulic Reference Only, Installed By Others) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Features Sizes: 2 1/2, 3", 4', 6, 8°, 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B16.1 Class 125 Dimensions & Weights (do not include pkg.) ZURN M04181 35OASTDA FóHYDRAULIC REFERENCE WILKINS Double Check Detector Assembly INSTALLED BY OTHERS Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ASTDA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only) and C550 Options UL® Classified (Suffixes can be combined) C-UL® Classified El - with flanged end OS & Y gate valves (standard) FM® Approved iiii LM - less water meter CSA® Certified LI - with remote reading meter Approved by the Foundation for Cross Connection - with gallon meter (standard) Control and Hydraulic Research at the University of South- - CFM - with cu ft meter ern California NSF® Listed-Standard 61, Annex G* CMM - with cu meter meter *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) G - with grooved end OS&Y gate valves Materials FG - with flanged inlet gate connection and grooved Main valve body 304L Stainless steel outlet gate connection Access covers 304L Stainless steel P1 - with Post Indicator Gate Valves Internals Stainless steel, 300 Series BG - with grooved end butterfly valves with integral NORYLTM, NSF Listed supervisory switches Fasteners & springs Stainless Steel, 300 Series BF - with flanged end butterfly valves with integral Elastomers EPDM (FDA approved) supervisory switches WEIGHT MODEL 350ASTDA WITH OS&Y WITH OS&Y WITH WITH SIZE GATES BUTTERFLY BUTTERFLY GATES (GXF) (GXG) VALVES (GXG) VALVES (FXG) in. mm lbs. kg lbs. I kg Rs kg fts kg 2 1/2 65 126 57 116 53 93 42 103 47 3 80 143 65 131 60 97 44 110 50 4 100 218 99 198 90 101 46 123 56 6 150 352 160 322 147 164 74 194 88 8 200 667 303 613 278 350 159 373 169 10 250 885 401 1 827 1 375 1 463 1 210 521 236 Accessories Repair kit (rubber only) Thermal expansion tank (Model XI) OS & Y Gate valve tamper switch (OSY-40) MODEL I. with OS&Y option ti MODEL DIMENSION (approximate) 350ASTDA SIZE in mm A in mm A WITH BUTTERFLY VALVES in mm B LESS GATE VALVES in mm C in I mm D in I mm E OS&Y OPEN in mm E OS&Y CLOSED in mm E WITH BUTTERFLY VALVES in mm F in I mm 21/2 65 31 7/8 810 1 283/4 730 n/a n/a 12 305 71/4 184 173/4 451 153/8 391 81/4 210 5 127 3 80 327/8 835 293/8 746 n/a n/a 12 305 71/4 184 1 201/4 514 17 432 81/4 210 5 127 4 100 347/8 886 30 1/4 768 n/a n/a 12 305 8 203 22 1/2 572 1 181/4 464 9 229 5 127 6 150 431/2 1105 361/2 927 n/a n/a 101/2 267 10 254 301/2 775 24 1/4 616 101/4 260 6 152 8 200 523/4 1340 453/4 1162 n/a n/a 15 1/8 , 384 11 279 37 940 281/2 724 181/2 1 470 83/8 213 10 250 553/4 1416 493/4 112641 n/a I n/a 1 151/8 1 384 12 305 455/8 1159 343/4 883 181/2 1 470 83/8 213 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 9344 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 855-663-9876, Fax 805-238-5766 Ph. 905-405-8272, Fax 905-405-1292 Rev. G Date: 10/14 Document No. BF-350ASTDA Patent No. 5, 913, 331 Product No. Model 350ASTDA www.zurn.com Page 1 of 2 Flow Characteristics '0' Rated Flow (established by approval agencies) MOD 50ASTDA 2 1/2",3" & 4" (STANDARD & ME FLOW RATES (Its) 0.0 12.6 25.2 37.9 50.5 112' FOR HYDRAULIC REFERENCE ONLY INSTALLED BY OTHERS 0 200 400 FLOW RATES (GPM) MODEL 350ASTDA 6' 8" & 10" (STAN FLOW RATES (Its) 63.1 126.2 189.3 252.4 138 0 1000 2000 3000 4000 FLOW RATE (GPM) Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. ZURN WILKINS MODEL 350ASTDABG INDOOR VERTICAL INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1 1169 1559 1 2339 10" 1229 1 1843 2458 1 3687 12" 1763 1 2644 3525 1 5288 ZURN WILKINS MODEL 350ASTDA OUTDOOR HORIZONTAL INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be 304L Stainless Steel, the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention As- sembly shall be a ZURN WILKINS Model 350ASTDA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 I Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Sprinkler Heads GLb,,,qrr, 13E FIRE SPRINKLER CORPORATION QUICKESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT S PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable stan- dards. It offers the additional feature of greatly increased safe- ty to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- uted in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass • Screw - brass QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE PENDENT VERTICAL SIDEWALL QUICK RESPONSE HORIZONTAL LPC/CE Lodgement Wire - stainless steel • Bulb seat - copper SIDEWALL HORIZONTAL Spring - nickel alloy • Seal - teflon SIDEWALL Bulb - glass with alcohol based solution, 3mm size *SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING APR 2017 GFS-100a (Formerly A-20) QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2"NPT (15mm) 21/4" (5.7cm) Chrome White Polyester' 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester23 8.0 (115 metric) I 3/4"NPT (20mm) 27/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN MODEL K FACTOR HAZARD' TEMPERATURE cULus (141°C) FM LPC CE NYC-DOB MEA 101-92-E 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F GL2815 2.8 LH X X X X X X X GL4215 4.2 LH X X X X X X --- --- X GL5615 5.6 LH/OH X X X X X X X X X X UPRIGHT GL8115 8.0° LH/OH X X x X GL8118 8.0 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X --- --- --- X GL4201 4.2 LH X X X X X X X GL5601 5.6 LH/OH X X X X X I X X X X X PENDENT GL8101 8.0* LH/OH X X X X X X - X GL8106 8.0 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLt GL8133 8.0 LH X X X X X X --- GL2826 2.8 LH X X X X X X X HORIZONTAL SIDEWALL GL4226 GL5626 GL5627a 4.2 5.6 5.6 LH LH/OH LH/OH X X X X X X X X X X X X X X X X X --- X --- X X X X GL8127 8.0 LH/OH X X X X X X CONVENTIONAL 0L5624 5.6 LH/OH X X X X X --- --- X X (OLD STYLE) GL8125 8.0 LH/OH X X X X X --- --- X X SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. DINSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity • Model Number • Style • Orifice products found to be defective in material or workmanship for a Thread Size • Temperature • Finishes desired period of one year from date of shipment. For specific details of our warranty please refer to Price List Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.a.) Terms and Conditions of Sale (Our Price List). GLBE FIRE SPRINKLER CORPORATION APR 2017 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com PRINTED U.S.A. GFS-1 00a (Formerly A-20) Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Valves Grooved Resilient Swing Check Valve (H84X), UL Listed H84X Cun LISTED Connection Ends: Groove to AMA C606 Working Pressure: 300PSI 200PS1 and 250PS1 available upon request Temperature Range: 0°C- 80°C Coating: Fusion Bonded Epoxy Coating in accordance with ANSI/AMA C550 or painting upon request American Valves 27 MATERIAL SPECIFICATION Part No. Part Standard Specification Options 1 Valve Body ASTM A536, 65-45-12 2 Hinge Pin AISI 420 3 Spring AISI 304 AISI 316 4 Eye Bolt Carbon Steel Zinc Plated 5 Disc DN50-I00 AISI 304 DNISO-300 ASTM A536, 65-45-12 AISI 304 6 Disc Sealing Ring EPDM 7 Seat Ring ASTM 062 C83600 (Pressed Fit( AISI 304, AISI 316 Pressed Fit or Threaded 0 Plug Malleable Iran Galvanized Bronze ASTM B584 O Plug Malleable Iron Galvanized Bronze ASTM B584 10 Plug Malleable Iron Galvanized Bronze ASTM B584 11 Plug Malleable Iron Galvanized Bronze ASTM 0584 12 Bolt AISI 304 AISI 316 13 Washer AISI 304 AISI 316 14 Nut AISI 304 AISI 316 Note: For special material request other than standard specification, please indicate clearly an the inquiry or order list DN Dimensions(mm) Inch mm L Dl 112 B C 50 171 57.15 60.3 7.93 15.80 2.5 65 184 69.09 73 7.93 15.88 80 107 84.94 88.9 7.93 15.88 100 210 110.08 114.3 9.53 15.88 125 248 137.03 141.3 9.53 15.88 6' 150 324 163.96 168.3 9.53 15.88 8" 200 371 214.4 219,1 11.13 19.05 10 250 457 268.28 273 12.7 10.05 12" 300 535 318.29 323.9 12.7 19.05 =1 4°° A WR C E112e ' ct S 015 MATERIAL LIST NO. DESCRIPTION MATERIAL I Lever Plated Steel wi vinyl grip 2 Stem Brass 3 Jam Nut Plated Steel 4 Packing Nut Brass 5 Packing Sleeve Brass 6 Packing Graphite Non-Asb. 7 Bevel Washer Steel 8 0-Ring Buna 9 --Tail Tail Piece ('/4" - W') Piece (3/4" - 2") Brass Bronze 10 Body Bronze Ii Ball Chrome Plated Brass 12 Nest PTFE A.000"W"4011 41 U1'ED BRAss WoRKINc, "Irf D 714 S. Main St., Randleman, NC 27317 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com tfflg$u,v Iso9001 REGISTERED COMPANY Model 80 Ball Valve Double Female (Complies with MSS-SP110-92) 200 lbs. WSP @ 406 O Max 400 lbs. WOG * 100% Pressure Tested Threaded Ends * Blowout Proof Stem 1/4" - %" Full Flow 2" Large Port Diameters SIZE A B C D E F SHIP WT. (lbs.) QUAN. PER CTN. '/.," 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12 3/8" 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12 'A" 0.50 2.17 1.06 1.11 2.28 4.23 0.78 12 0.63 2.05 1.20 1.31 2.38 4.23 0.98 12 0.81 3 .27 1.67 1.59 2.55 4.23 1.59 6 1 1/4" 1.00 3.48 1.72 1.77 3.19 5.47 2.47 4 1 'A" 1.25 3.97 1.95 2.02 3.38 5.47 3.50 4 1 1.50 1 4.41 2.14 2.27 3.56 5.47 5.00 2 The AGE Manufacturing Inc. Model 1011 TESTANDRAIN® matches all the features and benefits of our Model 1000 by providing both the test function and the express drain function in a multistory installation for a wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure Relief Valve with drainage piping. The Model 1011A complies with the requirements of NFPA-13 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse). The Model 1011A TESTANDRAIN® is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 3/4' to 2 NPT and BSPT, with all specifiable orifice sizes W (2.8K), 7A6" (4.2K), ½ (5.6K), 17/3211 (8.0K), 5/8 (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 as required by NFPA 13, 2007 Edi- tion (see reverse). The included UL/FM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings are available and may be substituted. Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the dif- ficult problem of providing the relief valve with a convenient drainage-piping outlet. Shipped with relief valve and bypass drain ports plugged to expedite pressure testing the system. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent uninten- tional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and (1) stem washer are avail- able for all TESTANDRAIN® valves. Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for main- tenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. csioi 1A 10/09 40 DIMENSIONS MODEL 1011 - FRONT VIEW Orifice Size Available: %", /i&', 1/2", 17/32", ELO (5/8)*, ESFR (3/4)*, & K25** SIZE A B C 0 E F G H '/4" 79/16 11/2 2/16 3 /8" 3/8" 113/16" 49/16" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 1" 79/16" 11/2" 23/16" 3/8" 33/8" 113/16" 49/16" 6/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4 715/16" 111/16" 29/16" 41/4" 35/8" 115/16" 59/16" 51/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815A6" 11A6" 31/4" 51/16' 3/8" 25/8" 81/4" 10/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) ________ 72" 815/i6 113/16 31/4" 51/16" 3/8" 25/8" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) * Available on 11/4" to 2' size units only ** Available on 11/2" and 2" size units only THE MODEL 1011 PROVIDES ALL OF THE FOLLOWING... From the 2007 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s)— & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a gridded wet pipe system shall be provided with a relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A relief valve of not less than 1/2" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve MODEL 1011 - PLAN VIEW MATERIALS Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Relief Valve: Bronze Bypass Fittings: Brass Bypass Tubing: Nylobraid APPROVALS UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM Th1 AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com Job Nam Architect: Engineer: Contractor: fl S Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Steel Pipe Sta4')..e i & Supply,, Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE, AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 10 Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. - I.D. Weight/Foot psi 1' 1.315 1.097 1.410 700 1-1/4" 1.660 1.442 1.810 1200 1-1/2" 1.900 1.682 2.090 1200 2.375 2.157 2.640 2300 2-1/2" 2.875 2.635 3.530 2500 3.500 3.260 4.340 1290 4.500 4.260 5.620 1000 5.563 5.295 7.780 1010 6.625 6.357 9.300 1020 8' ** 8.625 8.249 16.960 780 ** 8" wall thickness is 0.188, not SCHIO or 0.148" wall thickness. COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements, Percent (Product) C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 - I Residual elements max: Cu-0.40, Ni-0.40, cr-0.40, Mo-0.1 5 and V-.08. These live elements combined shall not exceed 1%. Mechanical Properties-Tensile Requirements Strength-psi. Yield Tensile Specification Grade Mm Max Min Max ASTM A53 A 30,000 1 - 48,000 - NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum tensile strength of the steel grade. 9615 S. Norwalk Blvd., Santa Fe Springs, CA 90670 . (562) 695-5555 • FAX: (562) 692-1054 • www.statepipe.com 11/4 1.660 1.530 1.442 1.380 1.98 1.00 The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection COMPARISON systems with a working pressure of 300 psi or less. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger ID provides an opportunity for downsizing and further cost savings. 11/2 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 2 1/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 * Corrosion Resistance Ratio BENEFITS Dual Certified to ASTM A135 and A795. FM Approved for roll grooved, and welded, and plain-end application in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. UL Listed (for US and Canada) and FM Approved for use with Victaulic® FIT® Fittings in plain end applications. Lightweight - saves shipping costs, and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. Can be used for wet and dry* systems. Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, c@ us QN40 Chesterfield, MO 63017 contact your salesperson today at LISTED /—=-\ BULL MOOSE TUBE COMPANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 FAX: (636) 537-2645 in the USA, or from Canada ______ www.bullmoosetube.com call (800) 882-4666 <i > ACD company e-mail:sa1es@bu11moosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Grooved Material CIL AN WIT - U Rigid Coupling 25 1327 2-MIO-05 I 3 111{ I _______ 3_-t;. .ix, U •.1i 40 50 123 44 10, 100 1030 500 137 188 2-4,411,05 4 4250 145 c707 7 101 133 0 5 L 1 1±I1i 68 0 4. 1530 4 , M 92 24 2 ?,559 9528 •11 1 188:3 400 • I 6525 _75 j •.- _______ 0(0 273 300 4~u 10 _10748 _207 I 3 187 _6_772 L - ffr Ii41 Flexible Coupling 04 Weifang lOoTong Castir'Q Co.,Ltd. 95 P Ifflump 50 603 300 83 120 116 4-M12x60 2 2375 207 3.268 4.724 4.557 11 101l2 011-I 3,31 101 i2 l 10 l 1 21 .1 111'1-3- 11 P 953 36 1 .. R. '11.111'' 52 300 1 288 350 14' 4-M16x100 I n7 I I •-'. lo. 4 :. 71 . . HDPE Coupling a 1 ililEl r [4iI. tI!slui] thT!' ¶jTO P 23fVJ 50 603 300 2 ''' 97 132 4 5'97 189 1 .M 3 C I0 205 8 370 52 .1 4111l 27 . 345 C' 1-c- C 1 1) II P1 2 . 11,2 I)? MIJ I 7 219 U-Bolted Mechanical a- ffloi WTM 7m 76 4~ in 24 2S,05 33 7x2l.3 330 -.7 1 1 1 035 2.0/ ' 2200 56 I 131 72,2fl-7 i24-00 $2-I - 30 58 48 269 - ---_I - , 40,20 3300 1•qw, 1 059 2120 331 113 - 50I25 - - I 07, 2 878 121 L 1 76 - 1111i L 76 h33 7 300 30 7i 110 I 69 30 . 2 347 327 23?MIO 2913 )CI J 22"' i1 Weifang lOOlong Casting Co,Ltd. 05 Reducing Flexble Coupling ;I I i 5032 603x424 300 2-M10x55 I 90 129 47 21i 2,375x1 669 2,07 3.543 5079 1.850 297 65.-.40 73.Ox48.3 300 21 0x55 101 13 7 1 48 2841900 3,976 5.394 1.890 !b 22 2T87x2375 207 7C.. 6540 761x483 300 105 C 2510 2996<1 900 207 r 34 3,512 1 1 o5 r40 •1' 4d '50 ?6 603 30oh r96<2 375 5,512 890 80<50 889x603 300 12 6 120 164 48 3<2 3.500x2 375 I 2,07 4 72 6,457 I 1.890 f 48 1"2:< '9Ø 80>65 889x76.1 MO ..... -° I 16, 3x25 3 500x2 996 7 1 1 90 4.500 1.900 fo/ 150 195 41 49 100<50 1143x603 300 r I12<63 4<2 4 500x2 375 207 5.906 7677 1.92S 2 2996iU/1. 195 X1, 300 .. ' 0 10080 1143889 195 49 43 4 500x3 500 2.07 -' ' 65 0 7 KCL 013 R'4 3oo' :H] <23751 'gi! 21r7 - . '< --r 12565 1397061 300 I r 177 222 485 5<73 5,50M.996 207 . - 6969 8.740 1909 U-25778 0 % wr 6%9 8740 09 125<100 139.7<1143 300 2-M12x65 177 222 485 5x4 5.500A 2.07 6969 8 740 1 909 165 o': r7 S1 ux2 [6T500x2.996 2T07 - L.___J2 2L2 969 165 1<889 300 2-W12<75 203 160<80 235 50 6x3 6.50M.500 2.07 7.992 9.252 1.969 6x4 I6T500x4r500I 2ru i ' is92 S52 1969I 15O65 1683<761 300 203 235 50 6<20 6625<2996 207 7.992 1 9.252 1 969 :- 150<100 1683<1143 307 17 2 .j3 235 5 6<4 6625<4 500 7C 2 <2 15025 81397 6x!) 961625x5!5001 ,<1,,• , 77-'y l±'±,"'< 200<65 219 1x76 1 300 1Il. I 64 313 I WV., 8625<2 996 207 ' 1 '2323 1 , O0T80Ir91_8891 3500 264 1"_2,323 60 00 0 ' :o 2191<1143 ii I 8x 8625<4 500 07 39/< 10394 2.362 85x550r 200< 50 219.1 x 165 1 3ii 8x2i 8625<6500 2.07 o IL 1 2323 50'11 Al 68 r Weifang lOOTong Casting Co,Ltd. 50X32 €013X42,4 300 74 1 TS9 "!eI 2X134 2,3753(1.6833 2,07 2.913 413(333 2 322 2 716 1811 .19 22 65x25 73.x33.7 300 93 114 70 7/ 39 24x3 2,07x1.327 2.07 3061 3.69 2.755 2,716 1.496 W77 -A L- 3 143 IMF 135740 "348. 300 70 83 51 27X1 900 2.07 '-55 3.267 2 007 3 l'1 5,9(3/ /6.742.3 300 70 64 46 131. 2 3(33:13 011) 2,07 17' 91') 1' :1 '4 1 33 3113720 338 1,933 " 300 2. . 13 38 19(1 '3.500x .377 0'7 1 43.1 k 7 '1'-. 5 0/0 1 498 80730 380071900 2.03 8553.443 *--2 , ?)53.582 l 31 5904 2007 1 ,. '93 30'0X25 1143<33.7 800 35 .271 4 '10071 327 2.07 1 -131 1 496 2•2 Z!3"si 114.3X48.3 300 53 32 51 I 4' Q 1" .1' 4.0G1.900 2.07 3, - .3? 3663 3.622 200 154.3X76,1 200 93 1 12 81 .51..'.4,.. 1 - 1136 1.800X2.996 2.07 1 4 409 3189 mes 07 '37 81 125960 300 2. 7139~~7XSO 2.07 I, 1 1 3j2/ 41313 '3219 2.402 III' 2 5 83 2015 122 86 202 I 1 14 13 - 11713 4 603 3--3861 l P - 31,9.33155.0 300 86 - (3/ ./4, ' 1,'2 13 26(733 300 2 07 / 3172 4 3303 3 '356 O80 1 1-4 ."l. Be 159CX1I4.3 300 I/ II.' 333 114 33 2613x1 1300 7 0? 1152 '313123 4 5136 13 27(3 4488 Moon "194 _ 92 '1 27139 300 194 247 112 91 2-M1C'x85 .", 65007'/90C 20/ 7.638 972.2 413111 4409 3169 2/' 111311:0 165 173143 -41, 17.1 1213 124 114 1353118(1.500 / 1 , '' 731 - 4921 5.276 4,488 j 22NORM 168.(48.3 330 131, .-.' 128 92 51 6.62574.900 207 ' I" , .4 6039 3672 2.007 2" ..i' 1'883603 '- -"' - - ' /3 aö9 '31 -1 1 1713 121 92411 82 - •0 "i3 " 8 I88.3x76.1 330 5039 47333 3228 15/ 114 44138 II .2.15301231311/4 - -' I. - 1031 I 134) 2193 3 K'l)31() l31'13.6?5*5.5Q0 2.57 I .3)'-'., ......... - 21299 '3 3 " 1 ' 15 25010,. 273.0x'39.7 300 136 SM, 10.74S.500 2.07 12,165 14.863 I (33350 7.323 5,315 Mechanical Tee Grooved n J72s Welt ang loolong Casting Co,Ltd, 07 Mechanical Tee ThrdAd 'U. 40225 483X337 300 2 10445 67 112 66 61 32 I 9lClxl 71.7 707 2 637 4 AN 2 204 2401 1 '1.59 '''"'> :.:' ' 2 375X1.327 4707 171 :1.• '.''7• 1. oH H' ,4 5677 'i,' 23629 4Hi. 2 ?31J,, 116 60 69 603442.4 300 25 37511 669 2117 4 667 / 362 7717 1511 5'H•' 4?64.. , ''15' F44 'o'H '3 r -,.,.. 65o32 73x424 93 H 11.4 70 84 274x1/ 2 87x1.669 3 661 5669 2.755 33Q7 171 2/ly' 2rixj0uu ' 3601 692;755J 13'46] LOU) 65226 102 '14 70 77 76 1x33 7 — 38 255x1 2996:0 327 .' 4016 5669 2,756 3031 65240 102 144 70 83 76 1.45 3 300 2/x1". 29912:11100 707 4016 5609 27j3268 20'1I0 H "' ' 1. 1, ' 'H H 1'" . ' I '1.5 I 2'1i ) SI I 1.446 11 '7/ 8894424 300 1'4 46 39991,665 207 1 H H 'H 1811 9$497 44 839'1603 ''s 1.: I '7 Os II 4H , Lu; 2 Jo H.4i''13.C31 46, 100232 '0302421 300 135 I?? 37 153 46 4x ' 42 .1'','' M'•H'31 6'2" 3267 7A M20 411 407 3,,' 71 47 53 ' 4 _ç,J 5.316 6.472 :, ' 2.402 111 s', 300 140 77 1 4' .1 34/ H 557 '40,' 3671 1 ' 100.'.',. 1 1 43'1482 300 140 188 00 5; 4X1 4 4 500x1 900 707 5517 7.402 3661 '. . I I 100235 114 3.76 300 140 181 97 112 0'1 151" "'107 "511 4409 0 100',' '144' 'I 1:J I 07 133 0x33.7 r 7 1 ij 1 07 125x;b 5000"132.' 207 6229 8268 7937 3031 1456 10304424 300 125232 7421 643 20 6,291 " ' ' . 1,811 125240 1330x483 300 160 2 1,4 SI 8225x',900 20) 4299 4 ' ''''' . 7001 13307603 300 160 '1 125X50 5236x2375 207 , 6.290 zoo 3037 3610 2.404 I25X6o '33.6476' 336 160 210 '00 112 81 5.2"6,<2,996 207 2—M16X75 1 . '9 6 2' -'s'1"1 I 25240 107 3788 9 0,1.1' 36)53500 —, 125275 5,5007132/ .53 551.' H',,, Hi ','I I '977421 300 114 ,. 1'I' 40941 6611 2.07 "97>483 300 107 H 0053 900 20 'I I ' 970703 300 . .. 15 1 ___ WeifonglOuloog CaotngCoUd. 08 Mechanical Tee - Threaded '• .19?X761 300 125XO5 - 168 220 107 112 R1 5506 514 &E61 4217 4 09 3.199 I 51 62607< 32 i 762 9 520 4606 3 731 1 496 46 87 242 117 7 38 15483 300 67 242 117 02 5' 6 260i 900 '0' 777 7<7 €72 1 18 ,,.•59.C'JT. .., u_i'.•.7<-1i.• • . ''. 111, 62-302' .i 1 2 -1 62707<2 OR - -. 362 4 606 4.4 9 On] TI 272 125 77 30 - 777 ?" - STI . ;4 4,921 3.831 1T95 14 5: - 4 ' - 'TI L7J?I'2 4'97ji3 3238 11Eil .94 7638 747 9.724 125 4,921 91, 3622 51 2.808 W 40 16E.1x493 300 63037<1 JO 201 2 16x 2 65 819 1507<65 191 7,638 ' 247 9321 25 4,921 112 4409 81 3,169 18517<761 300 6503x2995 2.07 N 02S 76 ;- 4- - -- - '2- 492 . 4 003 A3 .3S6 165K 14 3 -1 Cr 21 ' I 1 25 n_i 134 2.5 114 4498 77-' 4724 3228 1811 2n0 166100302 300 198 247 120 98 6 24 4.724 3.358 2.4 1 631' ! I683X886 nJ J1. 47 128 134. 86 6.62500 207 1 7795 9724 4,724 527 5 3365 20C) 12 219.1x42,4 300 ., -I) 146 83 45 I 8 TIS'.'l 11 L±oiL. .±i__2' 5L... _1a6 ..j±_. 675T€306i L L 143 5 4 62 310 145 97 61 0 2'9 1 X503 3€ ,.0 u' 8625,'2375 - - 77 43 12.205 5748 3815 2402 . '2- - 1,17 j1 '" -Il 11T 122 205 5748 TI ' iTI 11 1 8TI41,thj L 'A3, 3130 09 TI 342 3/6 X 1,4_00 12 ' x003 7 . . IT . 41 , - 77<-, '277 12. JO '12 81 - ' 07 .1409 3.189 14 309 '27) 207 TI1'2'l',l 1I31DJ Weifang lOOlong Casting Co.,Ltd, 900 Elbow I_TIJ 450 Elbow 4!1 I - 22.5° Elbow L it I , I 11.25° Elbow ____ an I 1rmE -in_____ i"i! 25 337 57 57 38 41 35 '4 i 1 0 1 277 414 - 70- 50 ' d 01 ___ '759 _____ :2 _______ ,. , 40 44 2, 70 E7. .1: 44 1' 133 7552 7 7' 1732 1377 52 . ..' .*'. 603 83 70 51 51 35 2 2.376 3.267 2.755 H07 2 1.377 737 75 7 .'- 71 377 . 933, 207 2 1496 761 95 76 57 51 38 65 - 3.000 374 2.992 2.007 2 1.496 90 M j 103 .5 64 07 3 900 4 .'1 'fl 519 7241 49 105 '27 101 76 ' 44 .00 4 4 900 10 0. 11,5 ,.J.99Q 2 99L' ', L674, 89 122 03 73 51 120 9'-lI 4803 3 ,)g7 I 294 27(77 153.0 165 40 89 75 51 150 6260 6.496 5.511 3,503 11 2007 160 p 150 . I. 7 70 7 150 150 163.3 165 140 29 7L f5 I 6 6.625 6 4'*. 5511 3.503 11 2 00. 27 '7 1 1i7 179 108 98 8€25 7.755 '251 3.858 2 0u7 250 2730 229 215 121 111 1r 10,750 9015 8E4 4763 0" 2125 3fl0 299 3[4 , z15 10 124 9" 112 '3D 'ii 1 9 26 37/0 280 280 146 127 89 350 14.843 11.04 11 ,024 5.748 5 3.503 10 Wefai4 loUTong Casting Cc 1 td, Tee Cross H Cap H Reducer (grooved) 7 LJ Reducer (threaded) 25 333 Si 57 57 25 25 64 64 j 64 1 - 15 2,244 2.244 2.244 099 099 2.519 2519 2.519 L. 42 52" 9V`22314J 483 70 60 2 60 25 25 64 64 1 2 75 752 262 09 3 2 5i 2 t7 219 15. .' Ho44 . - - 557 - . -:• ,.J.H . 255 0.47 03J 5A9 2E13i1S 603 83 70 70 25 64 64 64 L_ 2.375 3267 2.755 2 75 ' 2 099 2 519 2519 2.619 6 7 6 x ~F A79 I MZ,5l'9 jWE4U 75 75 . H 04 84 64 65 76 1 H 7'1 7H 2 H7 0 '2 2519 2,E09 52889 OO. 47.i 2E.19 2.EJ.9 1()0 '7 1515 101 .5 75 70 76 76 252 - 996 3.996 09° ,13 2 293 2 9 4701' 1147 'H .Li 1D 122 9.6_' .j' I 2)9 lQ 122 H 25 89 89 26 5 11 4803 4803 OH 099 3.504 3504 3504 8J a 89 35Q4 50 147 135 40 140 H 25 10: 1(2 1(2 1511 5.511 099 099 4 u 1315 1.015 16E 4 "i0 .10,.' 547 .4.. -,13 I H . . I/H 447 4 •uj5 150 168.3 165 140 140 25 25 102 102 102 2 6,625 6.496 5.511 5511 UH 099 4015 4,015 4015 COT TI' T7 D 47 H' '2755 472 2751 8454 1 ) 147 H 305 'j F. 3' 2755 .J . 2545 47 147 HI I ', 377.0 280 2 160 14.843 11.024 1 11.024 11.024 1.575 1.575 6.299 L Woitang loOTong Casting Co.1Ltd. 11 Grooved Flange 50 503 170 222. 23 65 25 - '-.-- 1131 4571 A 4- ]23 92 (30 191 3 . ________ 5.... Grooved Flange _____ ANS1150 so Flange Adaptor FER 'é L1 Flange Adaptor ANSI15O / . 12 2 I 2375 5 237 492 0579 I 1 •Z 09 _;___j_0 c7Q 5.1.11 j - __•_____3__ - •1I 2+542 676 07( 75319 f5615S) A1 (5217- :2.L 123c T70 4 14 I I I 6 I 3,937 I 7047 207 (3(3 143 50, 707 7755 911 - 2 41 3l 133 I - 31 48.1 432 311 5 1 Weifang lOOTong Casting CoLd. S Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Ductile Iron Threaded Fittings HA — S TFI FACTORY MARK SPD 90 DEGREE ELBOW DUCTILE IRON THREADED FITTINGS GADE 150 cus 4FM APPROVED SPEC All DISF are UL&UIc FM Approved 100% tested under 500PSI. DUCTILE MATERIAL PER ASTM A536 Class 65-45-12. NPT THREADING PER ANSI/ASME 131.20.1. DIMENTION PER ASME 1316.3 Items Sizes Code (1) ______________ WorkingStructure Pressure Size Unit Wt Inch PSI A B lb DB90033 500 1.50 1.50 0.604 1-1/4" DB90044 500 1.75 1.75 0.944 1-1/2" DB90055 500 1.94 1.94 1.168 DB90066 500 2.25 2.25 1.797 FACTORY MARK 45 DEGREE ELBOW SPD ii APPROVED r •. '. L Items Sizes CODE (1) _____________ WORKING PRESSURE DIMENSION UNIT WT Inch PSI A B LB DB45033 500 1.12 1.12 0.589 1-1/4" DB90044 500 1.29 1.29 0.836 1-1/2" DB90055 500 1.43 1.43 1.140 DB90066 500 1.68 1.68 1.620 REDUCING 90 DEGREE ELBOW FACTORY MARK SPD cus FM APPROVED Items Sizes Code (1) WorkingStructure Pressure Size Unit Wt Inch PSI A B lb lx72" DB90031 500 1.26 1.36 0.485 1X3/4" DB90032 500 1.37 1.45 0.558 1-1/4X1/2" DB90041 500 1.34 1.53 0.639 1-1/4x3/4" DB90042 500 1.45 1.62 0.739 1-1/4X1" DB90043 500 1.58 1.67 0.800 1-1/2X1-1/4" DB90054 500 1.82 1.88 1.142 2X1/2" DB90061 500 1.49 1.88 1.102 2X3/4" DB90062 500 1.60 1.97 1.226 2X1" DB90063 500 1.73 2.02 1.312 2X1-1/4" DB90064 500 1.90 2.10 1.559 2X1-1/2" DB90065 500--F2. 02 2.16 1.669 COUPLING FACTORY MARK SPD cJusFM APPROVED Items Sizes Code (1) ______________ Structure Size Unit Wt Inch A lb DCL033 1.67 0.403 1-1/4" DCL044 1.93 0.623 1-1/2" DCL055 2. 15 0.810 DCL066 2.53 1.261 FACTORY MARK REDUCED COUPLING SPD Ii APPROVED -- Items Sizes Code (1) WorkingStructure Pressure Size Unit Wt Inch PSI A lb 1X1/2" DRC031 500 1.69 0.408 1X3/4" DRC032 500 1.69 0.459 CROSS FACTORY MARK SPD A cus FM Oo- APPROVED Items Sizes Code (1) _____________ WorkingStructure Pressure Size Unit Wt Inch PSI A B lb DX033 500 1.50 1.50 1.076 1-1/4" DX044 500 1.75 1.75 1.532 1-1/2" DX055 500 1.94 1.94 1.947 DX066 500 2.25 2.25 2. 998 FACTORY MARK SPD - cus F M Oo- APPROVED TEE Ll REDUCED CROSS FACTORY MARK SPD cus AFM O, APPROVED Items Sizes Code (1) WorkingStructure Pressure Size Unit Wt Inch PSI A B lb 1-1/4x1" DX043 500 1.58 1.67 1.318 1-1/2X1" DX053 500 1.65 1.80 1.559 2X1" DX063 500 1.73 2.02 2.068 Items Sizes Code (1) ______________ WorkingStructure Pressure Size Unit Wt Inch PSI A B lb DT333 500 1.50 1.50 0.895 1-1/4" DT444 500 1.75 1.75 1.371 1-1/2" DT555 500 1.94 1.94 1.665 DT666 500 2. 25 2.25 2.543 [1 REDUCING TEE FACTORY MARK SPD cus FM APPROVED Items Sizes Code (1) Working Pressure DIMENSION Unit Wt Inch PSI A B C lb 1X1/2x1" DT313 500 1.50 1.36 1.50 0.734 1X3/4X1" DT323 500 1.50 1.45 1.50 0.794 1X1X1/2" DT331 500 1.26 1.26 1.36 0.705 1X1X3/4" DT332 500 1.37 1.37 1.45 0.776 1X1x1-1/4" DT334 500 1.67 1.67 1.58 1.052 lX1X1-1/2" DT335 500 1.80 1.80 1.65 1.202 1-1/4x1x1/2" DT431 500 1.34 1.26 1.53 0.844 1-1/4x1x3/4" DT432 500 1.45 1.37 1.62 0.930 1-1/4X1X1" DT433 500 1.58 1.50 1.67 0.981 1-1/4X1X1-1/4" DT434 500 1.75 1.67 1.75 1.268 1- 1/4 X 1 X 1- 1/2" DT435 500 1.88 1.80 1.82 1.380 1-1/4X1-1/4x1/2" DT441 500 1.34 1.34 1.53 0.933 1-1/4x1-1/4x3/4" DT442 500 1.45 1.45 1.62 1.043 1-1/4X1-1/4x1" DT443 500 1.58 1.58 1.67 1.131 1-1/4x1-1/4x1-1/2" DT445 500 1.88 1.88 1.82 1.495 1-1/4x1-1/4x2" DT446 500 2.10 2.10 1.90 1.801 1-1/2X1x1/2" DT531 500 1.41 1.34 1.66 1.003 1-1/2X1X3/4" DT532 500 1.52 1.37 1.75 1.058 1-1/2X1X1" DT533 500 1.65 1.50 1.80 1.179 1-1/2X1X1-1/4" DT534 500 1.82 1.67 1.88 1.385 1-1/2X1x1-1/2" DT535 500 1.94 1.80 1.94 1.543 1-1/2x1-1/4x1/2" DT541 500 1.41 1.34 1.66 1.008 1-1/2x1-1/4x3/4" DT542 500 1.52 1.45 1.75 1.107 1-1/2X1-1/4X1" DT543 500 1.65 1.58 1.80 171 63 I 1-1/2X1-1/4X2" DT546 500 2.16 2.10 2.02 1.903 1-1/2x1-1/2x1/2" DT551 500 1.41 1.41 1.16 1.109 1-1/2X1-1/2x3/4" DT552 500 1.52 1.52 1.75 1.241 1-1/2x1-1/2x1" DT553 500 1.65 1.65 1.80 1.338 1-1/2x1-1/2x1-1/4" DT554 500 1.82 1.82 1.88 1.581 1-1/2X1--1/2X2" DT556 500 2.16 2.16 2.02 2.024 2X1X2" DT636 500 2.25 2.02 2.25 2.105 2X1-1/4X2" DT646 500 2.25 2.10 2.25 2.366 2X1-1/2X1/2" DT651 500 1.49 1.41 1.88 1.407 2X1-1/2X3/4" DT652 500 1.60 1.52 1.97 1.565 2X1-1/2X1" DT653 500 1.73 1.65 2.02 1.693 2X1-1/2X1-1/4" DT654 500 1.90 1.82 2.10 1.874 2X1-1/2X1-1/2" DT655 500 2.02 1.94 2.16 2.094 2X1-1/2x2" DT656 500 2.25 2.16 2.25 2.273 2X2X1/2" DT661 500 1.49 1.49 1.88 1.570 2X2X3/4" DT662 500 1.60 1.60 1.97 1.801 2X2X1" DT663 500 1.73 1.73 2.02 1.845 2X2X1-1/4" DT664 500 1.90 1.90 2.10 2.022 2X2X1-1/2" DT665 500 2.02 2.02 2.16 2.277 Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Hangers U 'I, inch pipe 5 thru 8 inch pipe P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org RING HANGER 3/4 thru 4 inch pipe LISTED FOR STEELJCPVC SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - 203-EX 2551 Approval guide - Pipe Hangers OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171 Type 10, Manufacturers Standardization Society ANSI/MSS-SP-5 8 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component for use on steel, CPVC or copper piping. INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers instructions. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring body. * Full length knurl on swivel nut for better grip. ORDERING - Part #, pipe size. 9/08 NFPA13 PIPE ROD MAX REC. LOAD LBS. METRIC REFERENCE 3/4 3/8 400 20 1 3/8 400 25 11/4 3/8 400 32 11/2 3/8 400 40 2 3/8 400 50 21/2 3/8 600 65 3 1 3/8 1 600 80 31/2 3/8 600 4 3/8 1000 100 5 1/2 1250 125 6 1/2 1250 150 8 1/2 1250 200 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH SIZE - 3/8" and 1/2" rod. MATERIAL - Ductile iron. FINISH - Plain, E.G. and H.D.G. LISTINGS - c us 203-EX 2551 Approval guide - Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thickness of less than 3/4". INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8= 60 inch lbs. or 1/2"= 125 inch lbs. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/3 turn. FEATURES * Listings allow installation with set screw up or down - see drawings. * Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. * Flat throat back to prevent twisting on flange during installation. ORDERING - Part #, rod size and finish. 1/08 S P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER if Restraint SIZE - One size fits 3/4 thru 2 inch AFCON #300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - Yi. us 203-EX 2551 Listed only for use with AFCON#300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to toss of business or profit, when non-AFCON products have been, or are used. 1/08 0 ?owers Snake+TM PRODUCT INFORMATION FASTENERS Snake-i- Internally Threaded Screw Anchor PRODUCTiDESCRIPTION SECTION CONTENTS Page No. The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for General Information....................1 performance in cracked and uncracked concrete. Suitable base materials include normal- Material Specifications................1 weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Installation Specifications...........2 Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Installation Instructions...............3 Performance Data........................4 rGENERAL u [.'I i [I) S AND USES Ordering Information ..................9 Suspending conduit • Interior applications/low level corrosion environment Cable trays and strut • Tension zone areas Pipe supports • Seismic and wind loading applications Fire sprinklers • Suspended lighting Snake+ -FEATURES AND BENEFITS + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation APPROVALS AND LISTINGS - International Code Council, Evaluation Service (ICC-ES), ESR-2272 Code compliant with the IBC, and IRC (see report for applicable code editions) Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3024502 (see report for sizes) - D,,,, k r,-,-,rv,r,,-,r,,r,fc r , tcmtr crrini,ktr systerricz vvvvvv.oppIuvoI3uIuc._LJIIt - IJC KU 'tj' -1.wI I IL) LU .flJLI.fl L4L¼. .)1i .)JiSL) GUIDE SPECIFICATIONS CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component Specification Anchor body Case hardened carbon steel Plating Zinc plating according to ASTM B 633, SC1,Type III (Fe/Zn 5) Minimum plating requirement for Mild Service Condition INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYP.) 1/4",3/8"and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck This Product Available In Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Snake+TM INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications1'3 Nominal Anchor Size Anchor Property / Setting Information Notation Units 1/4" 3/8" 1/2" Nominal outside anchor diameter (da) in. 0.375 (9.5) 0.500 (12.7) 0.750 (mm) (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter dbjr in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness2 hm jn in. (mm) 3 (76) 4 (102) 4 (102) Overall anchor length r in. (mm) 1-1/4 (32) 1-11/16 anch 1-1/4 (32) (43) Nominal embedment depth h,,. in. in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hei in. (mm) Not Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 Cm,n ( in. (mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 5min in. (mm) Not Applicable 3 (76) 4 (102) Critical edge distance2 Cac in. (mm) Not Applicable 3 (76) 4 (102) Maximum impact wrench power (torque) Tscrew ft-lb. (Nrn) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert T max ft.-lb . 4 14 36 element (threaded rod or bolt) (N-m) (6) (19) (49) 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2, For installations through the soffit of steel deck into concrete, see illustration detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hei or 1.5 times the flute width. 3. The notation in parenthesis is for the 2009 IBC. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element 4 4 4 4 4 4 ,. . - .-. •..' . v.. •. ' .... . ,• . . ' '. ' . . ' •'' '. . . ' ' - d01 1 hmin am r'OM d0 hadn ' 1 hm/n dbft A i __ dh d Do not exceed Do nt uceed g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 P~ ?owers Snake+TM PRODUCT INFORMANTION FA STENERS INSTALLATION INSTRUCTIONS Installation Instructions for Snake+ Screw Anchor 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212.15. 2.) Select a powered impact wrench that does not exceed the maximum torque, Tscrew, for the selected anchor diameter. Attach the 5nake+ setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting tool. 3.) Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. 4.) Insert threaded rod or a bolt into the Snake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tmax. Minimum thread engagement should be at least one anchor diameter Installation Detail for Snake+ Installed Through Soffit of Steel Deck into Concrete STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT / CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) / UPPER FLUTE / r 1,, CLR. MIN. (VALLEY) t : MIN ' 444 1 Z 4 4 MAX. 31 / ANCHOR' A MIN 4-1/2' MIN. 4-1/2 MIN. 12 (UP) (TYP) ._. MIN 1-1'4" I LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE g 3 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-324401(914) 235-6300 ?owers. S FASTENERS PRODUCT INFORMANTION Snake+TM IPERFORMANCE D f Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth h,wm in. (mm) 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of steel insert element -' (N/mm2) ASTM A36 _______________________________ 360 (2/18) ksi ASTM Al 93, Grade B7 105.0 (724) - Minimum specified ultimate strength of steel insert element fir ksi (N/mm2) ASTM A36 ,58.0 400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element As, in2 (mm2) 0.0775 (50) 0.1419 (50) Steel strength in tension Non lb ASTM A36 4,495 (20.0) 8,230 (7.0) lb 0) ASTM A193,GradeB7 9,685 (43.1) - Reduction factor for steel strength3.4 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment hef in. 1.10 (28) 1.54 (mm) (39) Effectiveness factor for uncracked concrete3 - 24 30 Effectiveness factor for cracked concretes k.,. - 17 24 Modification factor for cracked and uncracked concretes 11 tPc,N - Cracked concrete = 1.0 Uncracked concrete = 1.4 Critical edge distance cac in. (mm) 3 I (76) 4 (102) Reduction factor for concrete breakout strength3 0 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength uncracked concrete (2,500 PSI)6 Np,u;_j lb M)See I note 7 See Note 7 Characteristic pullout strength, cracked concrete (2,500 PSI)6 () See note 7 See Note 7 Reduction factor for pullout strength3 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic(2,500PSl)69 N lb (kN) See note 7 I See Note 7 I Reduction factor for pullout strength seismic3 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength uncracked concrete over steel leck6,10 uncr lb (kN) 1,515 I (6.7) I 1,625 (7.2) Characteristic pullout strength, cracked concrete over steel deck6.10 Npdeck cr ' lb (kN) 1,075 I (4.8) I 1,300 (.8) Reduction factor for steel deck3 0 - Condition B = 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix 0; for anchors resisting seismic load combinations the additional requirements of Section 0.3.3 shall apply. Installation must comply with published instructions and details. Al values of Øwere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix Care used, the appropriate value of 4 must be determined in accordance withACl 318 Section 0.4.5. It is assumed that the threaded rod or bolt used with the Snake+ anchor will bet steel element as defined byACI 318 Section 0.1. However, the anchor steel is classified as non-ductile in seismic tension calculations. Steel failure does not control in this condition. For all design cases use = 1.0. Select approptiate effectiveness factor for cracked concrete (k0) or uncracked concrete (ku,,çr) For all design cases use If i'm 1.0. For concrete compressive strength greater than 2,500 psi, Np, = (Pullout strength wIne from table)'(specified concrete compressive strength/2500)0.5. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that N5 and N, are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for N, dk are for structural sand-lightweight concrete (f'ç mu, = 3,000 psi) and additional lightweight concrete redaction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section 0.5.2 is not required for anchors installed in the flute (soffit). For 2003 IBC, f,u, replaces far; N,a replaces Ns; Pf,u, replaces V5; and Neq replaces Np,,,ev. The notation in brackets is for the 2009 IBC. g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 wIvvv.powers.com 0 ?owers Snake+TM PRODUCT INFORMATION FASTENERS PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)12 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth h m in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element -' ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM A193 Grade B7 , 105.0 (724) - Minimum specified ultimate strength of steel insert element - ksi (N/mm2) ASTM A36 ________________________________ ,58.0 400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element Axe in2 (mm2) 0.0775 (50, 0.1419 (50) Steel strength in shear 5 V 10 lb (l1) ASTM A36 770 (34) 1995 (8.9) (IJ) lb ASTM Al 93, Grade B7 655 1 ('74) - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment h in. (mm) 1.540f 1.10 (28) (39) Load bearing length of anchor (hef or 8d,, whichever is less) 1' 10 e in. (mm) 1.10 (28) 1.54 (39) Critical edge distance 0 - 3 (76) 4 (102) Reduction factor for concrete breakout3 0 Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength ~ (1.0 for hef<2.5 in, 2.0 for hef 2.5in.) - 1.0 2.0 Reduction factor for pryout strength3 - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS5 Steel strength in shear, seismic v 10 lb (kN) ASTM A36 770 (3.4) 1,995 (8.9) lb (kN) ASTM Al 93, Grade B7 1,655 (7.4) - Reduction factor for steel strength3 - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK8 Steel strength in shear, concrete over steel deckt V deck lb () ASTM A36 (9) 770 (34) 1995 lb (J) ASTM Al 93, Grade B7 1,655 (74) - Reduction factor for steel strength in shear concrete over stud deck - Condition B = 0.60 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 0.3.3 shall apply. Installation must comply with published instructions and details Al valuesofwere determined from the load combinations of UBc Section 1605.2.1, UBC Section 1612.2,1,orACl 318 Section 9.2. If the load combinations of UBCSection 1902.2 or ACI 318AppendixC are used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix 0 requirements for Condition A, seeACI 318 0,4.4 fur the eppropnate 0 factoc It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 Dl. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-20 in ACI 318-08 (ACI 318-05) and ACI 318 D.6. 1.2. Anchors are permitted robe used in structural sand-lightweight concrete in accordance with Section 4.1.11 of this report. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for Vsa,deck are for structural sand-lightweight concrete (f'c,mis = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 0.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete maybe applied in any direction. For 2003 IBC, 1u replaces fur, Vsa replaces t'; €e replaces 4, and Veq replaces 1'snis' it. The notation in parenthesis is for the 2009 IBC. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Snake+TM Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h = hmi,i , and with the following conditions: - - c j is greater than or equal to the critical edge distance, c (table values based on cal = Cac). - - c,2 is greater than or equal to 1.5 c _..) C al ) Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the " - / controlling failure mode is listed (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, J. concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, h1, for the selected - _. anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors () were based on AC! 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see AC! 318 Appendix D. Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete Minimum Concrete Compressive Strength, ft (psi) Nominal Nominal Steel Anchor Embed Insert Element 2,500 3,000 4,000 6,000 8,000 Size (in.) hnom (in.) (Threaded ON, 4' V, (bN 4) V, i1)N 4) V, ØN 4) V (/I'n 4) V, Rod orBolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 635 700 805 985 1 40 3/8 1-5/8 ATMdA3 535 685 - 700 750 - 805 870 - 985 970 1,140 1,065 112 23/16 ASTMA36 1,490 1,635 - 1 885 2 310 _2 665 Tension and Shear Factored Design Strength for Snake+ in Uncracked Concrete Minimum Concrete Compressive Strength, f'c (psi) Nominal Nominal Steel Anchor C 0 . Embed Insert Element 2,500 3,000 4,000 6,000 8,000 Size (in.) hnom (in.) (Threaded çbN 4'V ON, 4)V øNn 4'V Nn 4)Vn çtN 4'V Rod orBolt) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 1,395 (lbs.) (lbs.) (lbs.) ASTMA36 900 085 - 1,140 1,610 3/8 1-5/8 ASTFJ e I A193 900 970 985 1,140Gra 1,060 .t jj"' 1,395 1,610 B7 1/2 2-3/16 ASTMA36 1,865 2040 2,355 2885 3335 Legend Steel Strength Controls r l Concrete Breakout Strength Controls [ I Anchor Pullout/Pryout Strength Controls g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 6 0 ?owers snake+TM PRODUCT INFORMATION FASTENERS REDUNDANT FASTENING APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. n0 of anchorage points at least i anchor anchorage point Anchors qualified for redundant applications may be designed for use in normal -_______ weight and sand-lightweight cracked and uncracked concrete. Concrete linear element compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables Design values for use with allowable stress design shall be established taking Rd. ASD = 0r3 Era = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point 01 it3 = factored load at each anchorage point lbs., using load combinations from IBC Section 160.2. I or Where ot is the conversion factor calculated as the weighted average of the load factors fro the Act 318 Section 9.2 controlling load combination. The conversion factor, (D( is equal to 1.4 assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking 0,., Era See redundant fastening design information table for Snake+ design resistance. 'n, n2 = 4) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMATION Snake+TM Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Nominal Anchor Size Anchor Property I Setting Information Notation Units 1/4" 3/8" 1/2" Nominal drill bit diameter dbft in. 3/8" 1/2" ANSI 3/4 " ANSI ANSI Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment he in. 1.10 (28) 1.10 (28) 1.54 (mm) (39) Minimum hole depth h 0 in. (mm) 2 (51) 2 (51) 2-1/2 (64) Minimum concrete member thickness hmjn in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) Overall anchor length tanch in. 1.10 (28) 1.10 (28) 1.54 (mm) (39) Minimum edge distance redundant Cmjn, in. 4 4 4 fastening1 Cal (mm) (102) (102) (102) Mininum spacing distance, redundant 5min in. 8 8 8 fastening1 (mm) (203) (203) (203) Maximum tightening torque Tmax ft-lb. (N-m) 4 (6) 14 (19) 36 (49) Maximum impact wrench power (torque) Tscrew ft-lb. 120 (163) 345 (468) 345 (N-rn) (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors1'2'3 Design Characteristic Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Anchor category 1, 2 or 3 - 1 1 1 Nominal embedment depth h in (mm) 1 5/8 1 (41) I 1 5/8 (41) 23/16 (55) CHARACTERISTIC STRENGTH(RESISTANCE) INSTALLED IN CONCRETE45 Resistance, cracked or uncracked concrete (2,500psi) F lb (kN) Number of anchorage points 1 Number of I anchorage points Number of anchorage points 1 3 n1 ~" 1 fl1 4 I n1 ~ 3 550 (2.5) 360 (1.6) I 675 1 (3.0) 450 (2.0) 675 1 (3.0) 450 I (2.0) Effective tensile stress area - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Resistance, cracked or uncracked concrete over steel deck (2,500 psi) F lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points ~ 4 n1 a 3 n1 a 4 n1 a 3 n1 2--4 n1 ~ 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 I (2.0) Strength reduction factor3 - 0.65 The data in this table is intended lobe used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the loud combinations of UBC Section 1605.2.1, UST Section 1612.2.1, orACl 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element, Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8 0 * ?owers. 5nake+TM PRODUCT INFORMATION FA STENERS S Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1234 Minimum Concrete Compressive Strength Anchor Diameter Minimum Embedment Depth fc = 2,500 psi f',, = 3,000 psi fc = 6,000 psi in. in. (17.2 MPa) (20.7 MPa) (41.4 MPa) (mm) (mm) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 114 1-5/8 2,130 1,045 2,335 1,045 (6.3) (41) (9.5) (4.6) (10.4) (4.6) - - 3/8 1-5/8 2,165 1,045 2370 1,045 3190 1 045 (9.5) (41) (9.7) (4.6) d0.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,425 2,050 (12.7) (55) (24.9) (9.1) (7.3) (9.1) (3.1) (.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in nncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 elerpent (or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Depth Std. Box Std. Ctn.Thread 64005D 1/4" 1-5/8" 11/32" 100 1,000 6401SD 3/8" 1-5/8" 23/32" 50 500 6403SD 1/2" 2-1/2" 1 15/16" 1 50 1 300 Setting Tool for Snake+ Screw Anchor Cat, No. Anchor Size Std. Ctn. 640250 1/4" 1 6407SD 3/8" 1 6404SD 1 1/2" 1 1 © 2011 Powers Fasteners, Inc. All Rights Reserved. 5nake+ is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit v.powers.com. g 9 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 610 CEILING PLATE 1 c Q > .-S "I-/ SIZE - 3/8" rod. MATERIAL - Carbon Steel. FINISH - Plain, E.G. and S.S. LISTINGS - 203-EX 2551 FUNCTION - Listed to support max. 4" Steel, CPVC or Copper pipe. Listed hanger component per NFPA 13. INSTALLATION - Per NFPA 13. Space by pipe type. Install on horizontal mounting surface of wood, concrete or steel. May also be welded. ADDITIONAL UL LISTED FASTENERS PER NFPA 13 FOR STEEL PIPE LOADS -SEE TABLES. FEATURES * Enhanced mounting ability. * Offset allows 3/16" rod thread through. * Self centers in web joist cord space - See drawing. ORDERING - Part # and finish. I UL Fastener Locations I ®® 2@A -CorB-D Wood - No Pre Drill Mm. Mm. Max. Fastener Qty. Pipe Steel - 1/4 or #14 Tek Mm. Mm. Max. Thickness Qty. Pipe 114x I Y2 Lag 2 3 14 GA. 2 4 4 4 16 GA. 2 2 #14x1'/2SMS 2 3 4 4 4 4 Wood - Thru 5/8 Gyp. Steel - #10 SMS or #905 1/4x2Lag 2 2 18 GA. 4 2/2 4 4 20 GA. 4 2Y2 #I4x2SMS 2 2 SMS = Shoot Moist Screw 4 22 GA. 4 2 Lsg Log Bolt Gyp Gypsum Board 1/09 Industrial Fire Sprinkler CO Inc 3845 Imperial Ave San Diego CA 92113 (619) 266 6030 Earthquake Bracing Can be installed on bar joists or 1-beams Thumb spring retainer allows for ease of positioning Snap-off bolt head helps enable easy installation and inspection of seismic sway braces No assembly required No loose parts Meets NFPA®-13 requirements for seismic sway bracing Material: Steel c®us OSHPD APPROVED Pert Number Smish Flange Thickness AFT C CSBBARJEG Electrogalvanized 1/4 - 1/2 2" 3" 2 1/2' CSBBARJHD Hot-Dip Galvanized 1/4" - 1/2" 2' 3" 2 1/2" UL Loads Bruce Direction to Structure Service Pipe Size Rating Parallel 1"- 10' 3,000 lb Perpendicular 1"- 12" 3,740 Lb FM Loads Brace Drec6on to Stricture Service Pipe Size HorUc.rita[ Capacity per IristaLtabun Angle from \!er6c[ 300 - 44 450 - 590 600 - 7/0 750 - 90 Parallel N/A 1,410 lb 2,110 lb 2,540 lb 2,830 lb Perpendicular N/A 1,740 Lb 1,710 Lb 2,060 lb 2,300 lb 81 $PENTAIR All Universal design allows one product to attach directly to concrete, wood, bar joist or I-beam adapters Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Use for both lateral and longitudinal sway brace applications Works with 1" through 2' brace pipes and 1/4" angle iron braces to reduce inventory Center bolt does not require tightening Meets NFPA®-13 requirements for seismic sway bracing Material: Steel Steel c®us <S> OSHPD APPROVED Part Number Finish Hole Size HU A B CSBUNIV050EG Eiectrogalvanized 9/16' 51/4" 4" 15/8" CSBUNIV075EG Electrogalvanized 13/16" 5 1/4' 4" 15/8" CSBUNIVOSOHD Hot-Dip Galvanized 9/16' 51/4" 4 15/8" US Loads Brace Type Service Pipe Size Rating Pipe 1' - 10' 3,000 Lb 1/4" Thick Angle 1" _8" 2,015 Lb EM Loads Brace Type Service Pipe Size HorizontaL Capacity per InstaLLation At from Vertical 30 44 0 5? 60 74 75 90 Pipe N/A 1,620 lb 2,300 lb 2,820 lb 3,140 lb a lt~ PENTAIR The Quick Grip Lateral Brace, part of the CADDY line of fire sprinkler bracing systems from Pentair, is designed to help simplify installations when bracing service pipe for seismic or other catastrophic events. It features an innovative design for quick attachment of brace pipe to service pipe saving time and money. Easy two-step installation elminates extra trips between structure and service pipe Works with 1" and 1 1/4 (25 mm and 32 mm) brace pipes to reduce inventory Yellow tips provide a visual indicator that the bolts have been property torqued Easy installation with an impact wrench from the bottom side of the clamp Meets NFPAV_13 requirements for seismic sway bracing Material: Steel Finish: Electrogalvanized @ <i~> OSHPD APPROVED Part Numb ,,r Pipe Size Height H Width VI CSBQG0250EG 21/2 57/16-57/8' 63/4' CS8060300EG 3" 6 1/8" —6 1/2" 7 1/2" CSBQG0400EG 4" 71/8" - 71/2" 8 3/4" CSBQG0600EG 6" 9 1/4" - 9 5/8" 11 3/4" CSBQG0800EG 8" 11 3/8" —11 13/16" 13 7/8" UL Loads Part Number Service Pipe Schedule Lateral 1" Brace Pipe 1 1/5" Brace Pipe CSB000250EG Dyna-FLow® 2.015 lb 2,015 Lb 10 2,015 lb 2,015 lb 40 2,015 lb 2,015 lb CSB000300EG Dyne-FLow® 2,015 Lb 2,015 Lb 10 2,015 Lb 2,015 Lb 40 2,015 Lb 2,015 lb CSBQG0400EG Dyne-FLow® 2,015 Lb 2,015 lb 10 2,015 Lb 2,015 Lb 40 2,015 Lb 2,015 Lb a PENTAIR UL Loads Lateral Part Number Service Pipe Schedule Biace Pipe I 1/4 Brace Pipe Mega-Flow 2,015 Lb 2.015 Lb CSBQG0600EG 10 2,015 lb 2,015 Lb 40 2,015 lb 2,015 Lb CSBQG0800EC 10 2,015 Lb 2,015 lb 40 2,015 Lb 2,015 lb FM Loads Part Number Service Pipe Schedule Lateral Horizontal Capacity per Installation Angle from Vertical 350 - 44' 450 - 590 60° - 74 75° - 9C CSBQG0250EI3 Lightwall 1,410 lb 2,000 lb 2,450 lb 2,740 lb 10 1,410 lb 2,000 lb 2.450 Lb 2.740 lb 40 1.410 lb 2,000 lb 2.450 Lb 2,740 Lb Lightwall 1,190 to 1,680 lb 2.060 lb 2,300 lb CSBQG0300EG 10 1,190 Lb 1,680 lb 2,060 lb 2.300 lb 40 1.190 lb 1.680 Lb 2,060 Lb 2.300 lb CSBQG0400EG Lightwall 1,190 Lb 1,680 Lb 2.060 lb 2,300 Lb 10 1,190 lb 1.680 Lb 2,060 lb 2,300 Lb 40 1,190 lb 1,680 Lb 2.060 lb 2.300 Lb LightwaLl 870 lb 1.230 Lb 1,510 lb 1,690 lb CSB000600EG 10 870 lb 1,230 Lb 1,510 Lb 1,690 lb 40 970 lb 1.370 Lb 1,680 to 1,870 lb CSBQG0800EG 0.188" Wall Thickness) 790 lb 1,110 lb 1,360 lb 1.520 lb 40 790 lb 1,110 lb 1,360 lb 1.520 lb Dyna-Flow is a registered trademark of Allied Tube & Conduit Corporation. FM is a registered certification mark of FM Approvals LLC, LTD. NFPA in a registered trademark of National Fire Protection Association, Inc. UL, UR, cUL, cUR. cULus and cURus are registered certification marks of UL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials. Instruction sheets are available at erico.pentair.com and from your Pentair customer service representative. Improper installation, misuse, misapplication or other failure to completely follow Pentair's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death and/or void your warranty. © 2016 Pentair ALL rights reserved Pentair, CADDY, CADWELD. CRLTEC, ERLCO, ERLFLEX. ERLTECH and LENTON are owned by Pentair or its global affiliates. All other trademarks are the property of their respective owners. Pentair reserves the right to change specifications without prior notice. ___ +PENTAIR Use for both lateral and longitudinal sway brace applications Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Works with 1" through 2 brace pipes and 1/4' angLe iron braces to reduce inventory Slotted design grabs service pipe for added gripping strength Meets NFPA®-13 requirements for seismic sway bracing Material: Steel c®us OSHPD APPROVED - Part Number Pipe Size A B CSBSTU0100EG 67/8" 1" 1" CSBSTUQ125EG 1 1/4 73/8 1 CSBSTU01 50E0 11/2" 73/4" 1" CSBSTU0200EG 2 8 1/8 1 3/16' CSBSTU0250EG 21/2" 87/8" 1 3/16' CSBSTU0300EG 3 93/8 1 3/16 CSBSTU0400EG 4 105/8" 11/2" CSBSTUOSOOEG 5' 12 1/8' 11/2" CSBSTUQ600EG 6" 13 5/8' 2' CSBSTU0800EG 8 15 3/4 2 CSBSTU1000EG 10' 18" 2' i- Finich: Hot-Dip Galvanlzod CSBSTU0100HD 1" 67/8' 1" CSBSTUO125HD 11/4 73/8 1 CSBSTUO15OHD 1 1/2 7 3/4' 1' CSBSTU0200HD 2" 8 1/8' 1 3/16' CSBSTU0250HD 21/2" 8 7/8 1 3/16" CSBSTU0300HD 3 93/8 13/16" CSBSTU0400HD 4' 105/8" 1 1/2' CSBSTUOSOOHD 5" 12 1/8' 11/2" ___ PENTAIR Ak Part Number Pipe 912e A W B CSBSTU0600HD 6" 135/8 2" CSBSTUO800I-lD 8" 15 3/4" 2" CSBSTU1000HD 10 18" 2' UL Load stJ for Recfrawtsl Par I Number Dna Ftcwr9 Service Pipe Sch 10 Service Pipe Sch 40 Sei vice Pipe CSBSTU0100xx N/A 655 lb 655 Lb CSBSTU0125xx 655 lb 655 lb 655 lb CSBSTU0150xx 655 Lb 655 lb 655 lb UL Loads [Listed for Sway Brace tera Lorg Ore Part Number her Dyna Ftcw® Service Pipe 07 FL OWTII Service Pipe Sch 10 Service Pipe Sch aO Service Pipe Lna-PtornO 9cr ace Pipe Fe 'LOW"' Service Pip'- 'n 10 Service Pie Och 40 SeNiCe Pipe CSBSTU0200xx 3,000 lb N/A 3,000 lb 3,000 lb N/A N/A N/A N/A CSBSTU0250xx 3,000 Lb N/A 3,000 lb 3,000 lb 2,015 lb N/A 2,015 lb 2,015 Lb CSBSTU0300xx 3,000 Lb N/A 3,000 lb 3,000 Lb 2,015 lb N/A 2,015 lb 2,015 Lb CSBSTlJ0400xx 3,000 lb 3,000 Lb 3,000 Lb 3,000 lb 2,015 Lb N/A 2,015 lb 2,015 Lb CSBSTU0500xx N/A 3,000 Lb 3,000 lb 3,000 Lb N/A N/A 2,015 lb 2,015 Lb CSBSTU0600xx N/A 3,000 Lb 3,000 lb 3,000 lb N/A 2,015 lb 2,015 Lb 2,015 Lb CSBSTU0800xx N/A N/A 3,000 lb 3,000 Lb N/A N/A 2,015 Lb 2,015 Lb CSBSTU1000xx N/A N/A 3,000 lb 3,000 lb N/A N/A 3,000 lb 3,000 lb FM Leads (Lightwall, SW 10 ind Sch 40 Service Hori7ortal Copoutg per Irn.0ta tat or Angle ft Dm Vertical Pert Number Lateral Long,tudinat 44 45 W 0' 74 75,90° 300 -144'45 - 590 7 70 75' 97 CSBSTUO100xx 860 lb 1,220 lb 1,500 Lb 1,670 lb 970 lb 720 Lb 860 lb 960 Lb CSBSTUO125xx 860 Lb 1,220 lb 1,500 Lb 1,670 lb 970 Lb 720 Lb 860 lb 960 Lb CSBSTU01 50xx 860 lb 1,220 lb 1,500 Lb 1,670 lb 970 lb 720 Lb 860 lb 960 lb CSBSTU0200xx 1.530 lb 2,160 lb 2,650 Lb 2.960 lb 870 Lb 690 Lb 830 lb 930 Lb CSBSTU0250xx 1.530 lb 2,160 lb 2,650 Lb 2.960 lb 870 Lb 690 lb 830 Lb 930 Lb CSBSTU0300xx 1,530 lb 2.160 lb 2,650 Lb 2,960 lb 870 Lb 690 Lb 830 Lb 930 Lb CSBSTU0400xx 1.570 lb 2,220 lb 2,720 Lb 3,030 lb 1,550 lb 1,390 Lb 1,680 lb 1,870 Lb CSBSTU0500xx 1.570 lb 2.220 lb 2.720 Lb 3.030 lb 1,550 Lb 1,390 Lb 1,680 lb 1.870 Lb CSBSTU0600xx 1,980 lb 2,810 lb 3,440 Lb 3,840 lb 1,470 lb 1,170 Lb 1,410 lb 1,570 Lb FM I oads 10.188' wDll and Sch 4C Service Pipes Hot 'a Cape 7' per obi,atitatior Angle Ii ni Vertical at Part N imher Let Longitudinal 7 0 0 /5° 9O 60 74° 7 901 3 - 44° /5° - 5C 60° - 7/ 75° - 90 CSBSTU0800xx 2,040 lb 2,890 lb 3,540 lb 3,950 lb 1,200 lb 1,700 lb 2,090 lb 2,330 lb CSBSTU1000xx 2,040W 2,890 Lb 3,540 lb 3,950 lb 1.200 lb 1.700 lb 2.090 lb 2,330 Lb PENTAIR