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HomeMy WebLinkAbout5803 ARMADA DR; ; FPC2019-0204; PermitPERMIT REPORT (City of Carlsbad Print Date: 05/10/2022 Permit No: FPC2019-0204 Job Address: 5803 ARMADA DR, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2110223200 Track #: Valuation: $3,054,887.37 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Fire Sprinklers Applied: 08/27/2019 Issued: 09/25/2019 DEV2017-0252 Finaled Close Out: 05/21/2020 Final Inspection: INSPECTOR: Maldonado, Adalmira Salcedo, Felix Project Title: GRAND PACIFIC PALISADES RESORT Description: HILTON (GRAND PACIFIC) -SPRINKLER SYSTEM FOR NEW HOTEL ADDITION (232 HEADS, 3 STORIES, NEW CONSTRUCTION) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST P0 WAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $858.00 FIRE Protection Sys Manual $474.00 Total Fees: $1,332.00 Total Payments To Date: $1,332.00 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 FLOAT SEALED 1 SEAT WITH WAT AND PRESSU 0 DETAIL F (PURGENVENt) WWW.PURGENVENT.COM Manual Air Venting Valve The PURGENVENT' Model 791 OMAV Manual Air Venting Valve is designed to exceed NFPA 13 code that requires a single air vent be provided on each wet pipe sprinkler system utilizing metallic pipe. To remove air open the valve while the system is being filled. Once the system is in operation the M791 OMAV can be opened and closed in rapid succession to vent any remaining air. AGF recommends installing the M791OMAV at high points of the riser and at high points near the end of system branch lines, whenever possible. Factory Mutual does not offer an approval standard for manual air venting valves. NFPA 13 (2016) 7.1.5 Air Venting A single air vent with a connection conforming to 8.16.6 shall be provided on each wet pipe system utilizing metallic pipe. /J 8.16.6* Air Venting The vent required by 7.1.5 shall be located near a high point in the system to allow air to be removed from that portion of the system by one of the following methods: Manual valve, minimum 1/2" (15mm) size Ball Float • Automatic air vent Strainer Screen • Other approved means USTED DETAIL H SS-7910 1/18 [60] VENT 3% [89] CLOSED 1/2 NPT , Model 791 OMAV Dimensions H52h Model 791 OMAV Installation Locations AGE recommends installing the M791OMAV Manual Air Venting Valve at high points of the riser and at high points near the end of system branch lines, whenever possible. Item ID Item Description 791 OMAV 1/2" Manual Air Venting Valve AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.agfmanufacturing.com Job Name: Architect: Engineer: Contractor: SPECIFICATIONS PYRO-GUARD® Interior Fire-Retardant-Treated Wood PART 1 - General Product Information Lumber, plywood, and Engineered Wood Products (EWP) bearing the PYRO-GUARD® mark has a flame spread rating of 25 or less (Class A) when tested in accordance with ASTM E84, "Standard Test Method for Surface Burning Characteristics of Building Materials." PYRO-GUARD® fire-retardant-treated wood shows no evidence of significant progressive combustion when the test is extended for an additional 20-minute period. In addition, the flame front does not progress more than 101/2 feet beyond the centerline of the burners at any time during the test. The flame spread and smoke developed index for each species and product are classified by Underwriters Laboratories Inc. (UL). PYRO-GUARD® fire-retardant-treated wood is manufactured under the independent third-party inspection of Underwriters Laboratories Inc. (UL) Follow-Up Service and each piece shall bear the UL classified mark indicating the extended 30 minute ASTM E84 test. PYRO-GUARD® shall be kiln dried after treatment (KDAT). The kiln drying process is monitored by Underwriters Laboratories, Inc. (UL) and the UL mark shall appear on the label. PYRO-GUARD® shall be produced in accordance with UL Evaluation Report ER7002-01 (UL ER7002-01), latest version. PYRO-GUARD® meets the performance requirements of AWPA Ui, Commodity Specification H for Use Category UCFA and AWPA C20/C27 (Type A, HT). PYRO-GUARD® is listed on the Department of Defense (DoD) Qualified Products List (QPL) and meets the requirements of MIL-L-19140-E as a Type 1 fire-retardant treatment for lumber and plywood. PART 2 - Fire-Retardant Treatment Treatment shall be PYRO-GUARD® manufactured by Hoover Treated Wood Products, Inc. PYRO.GUARD® is an interior "Type A" fire-retardant with individual surface burning characteristics for the species and products listed under UL Certifications. Structural performance of PYRO-GUARD® fire-retardant-treated wood has been tested in accordance with ASTM D5664 for lumber and ASTM D5516 for plywood. Evaluation of plywood data is in accordance with ASTM D6305. Evaluation of lumber data is in accordance with ASTM D6841. The resulting design value and span rating adjustments are published in UL ER7002-01, which includes evaluation of high temperature (HT) strength testing for roof applications. PYRO-GUARD® fire-retardant-treated wood is kiln dried after treatment (KDAT) to maximum moisture content of 19% for lumber and 15% for plywood. PYROGUARD® does not contain VOC's, urea formaldehyde or formaldehyde, halogens, sulfates, chlorides, or ammonium phosphate. Plywood treated with PYRO-GUARD® shall be manufactured under US Product Standards - PS 1 or PS 2. Panels shall have a minimum bond durability of Exposure 1. Grade marked lumber treated with PYRO-GUARD® shall be in accordance with PS 20. PART 3 - Execution PYRO-GUARD® fire-retardant-treated wood used in structural applications shall be installed in accordance with the conditions and limitations listed in UL ER7002-0 1. PYRO-GUARD® fire-retardant-treated wood shall be installed in compliance with the requirements of the applicable building codes and product recommendations. PYRO-GUARD® shall not be installed in areas where, in service, it is exposed to precipitation, direct wetting, or condensation. As with untreated wood, avoid exposure to precipitation during shipping, storage or installation. Apply a water resistive barrier or underlayment over dry sheathing as soon as practical to avoid precipitation on the panel. Panels that get wet should be allowed to dry before covering, or be replaced. DISCLAIMER OF LIABILITY FOR RELIANCE() RFIJANCE ON F'F()RM \TION PROVIDED BY HOOVER TREATED WOOD PRODUCTS, INC.: The intoiniation contained herein i, true and accurate to the best of our knowledge. hut is piovided ssithuut \arraiity or guarantee. Since the conditions of use aie bDond our control, Floovcr 'heated wood Products, Inc. ("lloovei-I disclaims all liability and assuliles no legal responsibility for damages resulting from use of or reliance upon he information contained herein. 1)2-2019 Water Supply at Node 1(8000.00, 100.00, 103.000, 78.000) 150 135 TFU - 120 105 ure - V44.67@62.84 103.00O- go--H---- 75. - - - _ j.0.00@78.000 a. 60 System demand curve 45 30 15TFU T IllhJ 1Iil11• LLU.LLL• iUiJiL J.U.WJJ '.I.U.UJ.iJ III III II I I I 1065c2007750 9300 10850 12400 13950 15500 Water flow, gpm cad Job Number: C-3519 - CORRIDOR CALC I-eport Lescription: Ltgnt hazara (I(emote Area Job r Job Number Design Engineer C-3519 Jason Nichol Job Name: Phone FAX HILTON TAPESTRY Address I State Cerdfleaflaruljsense Number 5803 ARMADA 588039 Address AHJ CARLSBAD, CA 92008 Address 3 Job Sbo/Bsilding Density 0.100gpm/ft2 Most Demanding Spongier Data 5.6 K-Factor 22.50 at 16.143 Coaorege Per Springier 225.00ft2 System Pressure Demand 92.847 Total Demand 344.67 @ 92.847 SupIies Node Name Flow(porn) Hose Flow(oom) Static(psi) Residual(psi) 1 Water Supply 8000.00 100.00 103.000 78.000 Area of Application 1500.00ft2 (Actual 905.46ft2) Hose Streams 100.00 Number Of Sprinklers, Calculated 10 System Floe Demand 244.67 Pressure Result +10.079 (9.8%) 'heck Point Gauges Identifier Pressure(psi) K-Factor(Kt Flow(aomt BOR 76.930 27.9 244.67 (, ©M.E.P.CAD, Inc. ill AutoSPRINK 2018 04.4.5.0 9/11/2019 10:15:30AM Page 1 I ydrau11cSummary. Job Number: C-3519 - CORRIDOR CALC Rpnaert flayoorrrintkon I irnht Hca7olrd (Rccmntury Arcuca 1) Jr Job Number C-3519 Design Engineer Jason Nichol Job Name; HILTON TAPESTRY Slate CerbficeUarvUcanse Number 588039 Address I 5803 ARMADA AHJ Address 2 CARLSBAD, CA 92008 Job Site/Building Address 3 Dreceirg Name C-3519_37.cad System Remote Area(s) Most Demanding Sprtreer Data 5.6 K-Factor 22.50 at 16.143 Occupancy Light Hazard Job SuRe CORRIDOR CALC Hose pjtowaeee At Scarce 100.00 Density 0.100gpm/ft Area of Application 1500.00ft (Actual 905.46ft2) Additional lose Supplies Node Flow(oom) Number Of gprindlero Calculated 10 Cocenago Per Sprtnlder 225.00ft2 AutoPeak Results; Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand 244.67 Total Water Required (Including HoNe Ajlowacce( 344.67 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 24.91 between nodes 56 and 336 Mcoimum Velocity Under Ground 2.89 between nodes 13 and 22 Volume capacity of Wet Pipes 2857.l7gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 103.000 78.000 8000.00 102.926 344.67 92.847 10.079 Contractor Contractor Number Contact Name Contact tide Name of Contractor; Phone Extension Addnascl FAX Address 2 E-rmail Address 3 Web-Site , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/11/2019 10:15:32AM Page 2 1111 1717 - H 4!,ic GY r4 rap1 Job Number: C-3519 - CORRIDOR CALC Pssrrrrf flsuc,'rinti,sn I irshf I-Irererer,l IPre,s,rsfre Aryare l\ Water Supply at Node I 150- 135--- 120- 105 Static Pressure 103.000 - A4.67©92.847 - 90 I 344.67 with hose streams 00@78.O00 75 I - 60—___ S stem demand cue ::iii_________ 0_1111111111111.1 .hhhhh1111111111 111111111 111111111 111111111 liii liii I 11111 III 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm HydreulioGrapir Water Supply at Node 1 Stalk: Pressure 103.000 Residual: P.- 78.000 @ 8000.00 Available Pressure at lime sliest 102.926 @ 344.67 System Derrard 92.847 @ 244.67 System Denrard (Irvudra Nose yJlreoaree at Sourse) 92.847 @ 344.67 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/11/2019 10:15:33AM Page 3 Hydraulic Graph . Job Number: C-3519 - CORRIDOR CALC Report Description: Light Hazard (Remote Area 1 BOR 150— 135— 120- 105 — Static Pressure 103.000 90 CL .44.67 @ 76.930 8000.00 @ 78.000 75— 344.67 with hose streams 6O - 45- 3, stem demand curve ::iii_________ 0— 111111111 P11111111 111111111 III 111111 II 11111 11111111 I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at rime attest N/A System Demand 76.930 @ 244.67 System Demand (lndudfttS Hose yasvearce at Svurca) 76.930 @ N/A ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 9/11/2019 10:15:33AM Page Mary Of 06tflowing Devices Job Number: C-3519 - CORRIDOR CALC Reøort Descriotion: Liaht Hazard (Remote Area it Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) t Sprinkler 708 22.50 22.50 5.6 16.143 Sprinkler 731 23.41 22.50 5.6 17.473 Sprinkler 732 23.22 22.50 5.6 17.194 Sprinkler 733 23.03 22.50 5.6 16.913 Sprinkler 750 22.96 22.50 5.6 16.814 Sprinkler 751 25.19 22.50 5.6 20.229 Sprinkler 754 23.56 22.50 5.6 17.703 Sprinkler 757 29.19 22.50 5.6 27.179 Sprinkler 759 25.48 22.50 5.6 20.697 c Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:15:43AM Page 5 INPPa1YSiS Job Number: C-3519 - CORRIDOR CALC Pn,rt fl rinti,n I i,,hf W,,M 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 426 19-6 40.732 1 4-0 S 92.847 244.67 708 18-11 Spr(-16.143) 16.143 22.50 731 18-11 Spr(-17.473) 17.473 23.41 732 18-11 Spr(-17.194) 17.194 23.22 733 18-11 Spr(-16.913) 16.913 23.03 750 18-11 Spr(-16.814) 16.814 22.96 751 18-11 Spr(-20.229) 20.229 25.19 754 17-6 Spr(-17.703) 17.703 23.56 757 18-11 Spr(-27.179) 27.179 29.19 759 18-11 Spr(-20.697) 20.697 25.48 778 17-6 Spr(-21.764) 21.764 26.13 2 -3-0 T(44'-8) 92.748 9 4-0 1(44-8) 92.679 11 4-0 LtE(14'-2) 92.510 13 4-0 LtE(11-8) 79.423 20 4-0 78.702 22 4-0 LtE(14-2) 79.070 25 4-0 LtE(11-8) 78.896 32 4-0 LtE(15'-61h) 78.696 33 1-0 BOR 76.930 34 1-8 76.615 37 9-0 fE(5'-101/2) 72.323 56 9-6 E(11'-O) 68.777 165 19-6 T(8'-O), Tr(1-0) 19.522 166 19-6 T(5-0), Tr(1'-O) 18.357 168 19-6 1(5-0), Tr(1-0) 18.186 170 19-6 T(5-0) 18.183 171 19-6 T(5-0), Tr(1-0) 18.230 172 19-6 1(8-0) 18.870 174 36-6 27.150 178 36-6 27.150 233 19-6 T(5'-O), Tr(1'-O) 22.142 234 19-6 T(5-0), Tr(1-0) 22.549 246 19-6 1(5-0), Tr(1-0) 22.187 321 9-6 T(8-0) 46.642 328 19-6 33.597 329 19-6 33.597 330 29-6 29.421 331 29-6 29.421 336 9-6 T(1 0'-O) 53.160 340 19-6 T(8'-O) 32.458 347 19-6 T(5-0), Tr(1-0) 29.783 357 19-6 T(10-0), Tr(2-0) 36.336 361 29-6 T(8-0) 30.631 362 29-6 31.683 380 29-6 31.683 385 9-6 lr(2'-O), T(8'-O) 39.871 389 19-6 T(8'-O), Tr(2'-O) 33.488 392 29-6 Tr(2'-O), T(8'-O) 29.431 .425 19-6 40.732 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:15:44AM Page 6 Job Number: C-3519 - CORRIDOR CALC Rnnrt DRrintinn I inht Ha7ard (RAmntArP 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 - Routel ..... DR 1.1010 22.50 7.58 150 0.084606 15-1 Pf 2.292 708 170 18-11 19-6 22.50 5.6 16.143 18.183 Sprinkler, E(7'-0), T(5'-O) 12-0 27-1 Pe Pv -0.253 BL 1.5980 18.16 2.90 150 0.009271 4-2 Pr 0.048 170 171 19-6 19-6 18.183 18.230 Tr(1'-0) 1,-0 5'-2 Pe Pv BL 1.5980 41.19 6.59 150 0.042193 7'-2 Pf 0.639 171 172 19-6 19-6 23.03 18.230 18.870 Flow (q) from Route 3 T(8-0) 8-0 15-2 Pe Pv BL 1.5980 64.15 10.26 150 0.095774 23-2 Pf 3.272 172 233 19-6 19-6 22.96 18.870 22.142 Flow (q) from Route 2 E(9'-O), 2Tr(1'-O) 11.-a 34-2 Pe Pv BL 1.5980 89.34 14.29 150 0.176743 1-3% Pf 0.407 233 234 19-6 19-6 25.19 22.142 22.549 Flow (q) from Route 7 Tr(1'-0) 1.-0 2-3% Pe Pv BL 1.5980 115.46 18.47 150 0.284087 16-101/2 Pf 9.909 234 340 19-6 19'-6 26.13 22.549 32.458 Flow (q) from Route 9 Tr(1'-0), E(9'-a), T(8'-0) 18-0 34101/2 Pe Pv CM 2.0030 88.50 9.01 150 0.057812 51-1 Pf 3.878 340 357 19-6 19-6 32.458 36.336 8Tr(2'-0) 16-0 67'l Pe Pv CM 2.0030 132.57 13.50 150 0.122098 19-0 Pf 4.396 357 426 19-6 19'6 44.07 36.336 40.732 Flow (q) from Route 11 3Tr(2'-O), E(11-0) 17'-0 360 Pe Pv 2.0030 132.57 13.50 150 0.122098 0-0 Pt 0.000 426 425 19-6 19-6 40.732 40.732 0,-0 Pe Pv CM 2.0030 132.57 13.50 150 0.122098 30'-3'/2 Pf 8.092 425 336 19-6 9'6 40.732 53.160 2E(11'-0), 2Tr(2'-O), 1(10-0) 36-0 66'-3'/z Pe Pv 4.335 CM 2.0030 244.67 24.91 150 0.379358 28-2 Pf 15.618 336 56 9-6 9'6 112.10 53.160 68.777 Flow (q) from Route 4 Tr(2'-O), E(11'-0) 13-0 41-2 Pe Pv CM 2.6350 244.67 14.39 120 0.150771 7111/2 Pf 3.329 56 37 9-6 9-0 68.777 72.323 E(8'-3), IE(5'-10'/2) 14'-1'/2 22-1 Pe Pv 0.217 FR 2.6350 244.67 14.39 120 0.150771 7-4 Pf 1.107 37 34 9-0 1-8 72.323 76.615 f(-0.000) 7-4 Pe Pv 3.184 FR 3.2600 244.67 9.40 120 0.053475 0-8 Pf 0.035 34 33 1-8 1-0 76.615 76.930 BOR 0-8 Pe Pv 0.281 FR 6.4000 244.67 2.44 140 0.001505 4-0 Pt 0.029 33 32 1-0 4-0 76.930 78.696 LtE(15'-61/2) 15'-6'/z 19-6% Pe Pv 1.737 FR 5.8800 244.67 2.89 140 0.002274 2-31/2 Pf 0.005 32 20 4-0 4-0 78.696 78.702 2-3% Pe Pv UG 5.8800 244.67 2.89 150 0.002002 49-3 Pt 0.195 20 25 4-0 4-0 78.702 78.896 2E(18'-2), LtE(11'-8) 48-0% 97'-,'2 Pe Pv UG 6.2800 244.67 2.53 140 0.001650 1241/2 Pf 0.174 25 22 4-0 4-0 78.896 79.070 3LtE(14'-2), CV(50'-5) 92'-11'/2 105-41/2 Pe Pv UG 5.8800 244.67 2.89 150 0.002002 133-31/2 Pf 0.353 22 13 4-0 4-0 79.070 79.423 PIV(3'-101/2), E(18'-2), EE(9'-1), LtE(11'-8) 42-10 176-2 Pe Pv -0.000 UG 6.2800 244.67 2.53 140 0.001650 10,-0 Pt 13.087 13 11 4-0 4-0 79.423 92.510 3LtE(14'-2), BFP(-13.000) 42-6% 52-6% Pe Pv -0.000 UG 5.8800 244.67 2.89 150 0.002002 27-7 Pt 0.170 11 9 4-0 -3-0 92.510 92.679 E(18'-2), 1(38-111/2) 57-1% 84-8% Pe Pv 0.000 UG 7.7100 126.49 0.87 150 0.000158 357-10% Pf 0.069 9 2 4-0 4-0 92.679 92.748 3EE(11'-6), 1(44-8) 79-1% 437-0 Pe Pv (,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/11/2019 10:15:46AM Page 7 111 1HydraylieAnalysis Job Number: C-3519 - CORRIDOR CALC Rnnrt flesirintinn I iriht H7rrI (Rp.mntp Arp.n I 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 7.7100 244.67 1.68 150 0.000535 184-3 Pf 0.099 2 1 4-0 4-0 118.18 92.748 92.847 Flow (q) from Route 17 Water Supply 184'3 Pe Pv 100.00 Hose Allowance At Source 1 344.67 = ..... Route 2 ..... DR 1.1010 22.96 7.74 150 0.087852 7-31/2 Pt 2.309 750 172 18-11 19-6 22.96 5.6 16.814 18.870 Sprinkler, 2E(7'-0), T(5'-O) 19-0 26-31/2 Pe Pv -0.253 Route ..... DR 1.1010 23.03 7.76 150 0.088330 5'-9'/z Pt 1.571 733 171 18-11 19-6 23.03 5.6 16.913 18.230 Sprinkler, E(7'-0), T(5'-O) 12-0 17-9% Pe Pv -0.253 - Route 4 ..... DR 1.1010 23.22 7.83 150 0.089691 5-91/2 Pt 1.415 732 166 18-11 19-6 23.22 5.6 17.194 18.357 Sprinkler, 2T(5'-O) 10,-0 15-9% Pc Pv -0.253 BL 1.5980 51.13 8.18 150 0.062945 10-6 Pt 1.165 166 165 19-6 19-6 27.91 18.357 19.522 Flow (q) from Route 6 T(8'-O) 8-0 18-6 Pc Pv BL 1.5980 74.54 11.92 150 0.126423 11-1 Pt 2.665 165 246 19-6 19'6 23.41 19.522 22.187 Flow (q) from Routes E(9'-O), Tr(1'-O) 10,-0 21'1 Pc Pv BL 1.5980 100.01 16.00 150 0.217797 14-10% Pt 7.597 246 347 19-6 19-6 25.48 22.187 29.783 Flow (q) from Route 8 2E(9'-O), 2Tr(1'-O) 20-0 34-10% Pc Pv BL 1.5980 129.21 20.67 150 0.349810 2'-7 Pf 3.705 347 389 19-6 19-6 29.19 29.783 33.488 Flow (q) from Route 10 T(8'-O) 8-0 10-7 Pc Pv CM 2.0030 156.17 15.90 150 0.165323 0-8 Pt 0.108 389 329 19-6 19-6 26.96 33.488 33.597 Flow (q) from Route 16 0-8 Pc Pv 2.0030 112.10 11.41 150 0.089523 0,-0 Pt 0.000 329 328 19-6 19-6 33.597 33.597 0,-0 Pc Pv CM 2.0030 112.10 11.41 150 0.089523 10-8 Pt 1.939 328 385 19-6 9'-6 33.597 39.871 E(11'-0) 11,-a 21-8 Pc Pv 4.335 CM 2.0030 74.61 7.60 150 0.042157 10571/2 Pf 6.771 385 321 9'-6 9'6 39.871 46.642 Tr(2-0) 11Tr(2-0), 21(10-0), E(1 1'-O) 55-0 160'7% Pc Pv CM 2.0030 112.10 11.41 150 0.089523 49-9% Pf 6.518 321 336 9-6 9'-6 37.49 46.642 53.160 Flow (q) from Route 15 cplg(1'-O), 6Tr(2'-O), T(10'-O) 23-0 72.91/z Pc Pv -0.000 - Route 5 ..... DR 1.1010 23.41 7.89 150 0.091035 10-3% Pt 2.301 731 165 18-11 19-6 23.41 5.6 17.473 19.522 Sprinkler, 2E(7'-0), Tr(1'-0) 16-0 2631/2 Pc Pv -0.253 Route ..... DR 1.1010 23.56 7.94 150 0.092144 2-71/2 Pt 1.350 754 168 17-6 19-6 23.56 5.6 17.703 18.186 Sprinkler, E(7'-0), T(5'-O) 12-0 14-7% Pc Pv -0.867 BL 1.5980 27.91 4.46 150 0.020535 64 Pt 0.171 168 166 19-6 19-6 4.34 18.186 18.357 Flow (q) from Route 13 2Tr(1'-O) 2-0 8'4 Pc Pv =. ..... Route 7 ..... DR 1.1010 25.19 8.49 150 0.104239 8-91/2 Pt 2.166 751 233 18-11 19-6 25.19 5.6 20.229 22.142 Sprinkler, E(7-0), T(5'-a) 12-0 20-9% Pc Pv -0.253 -Route 8 ..... DR 1.1010 25.48 8.59 150 0.106471 4-4% Pt 1.742 759 246 18-11 19-6 25.48 5.6 20.697 22.187 Sprinkler, E(7'-0), T(5'-O) 12-0 16-4% Pc Pv -0.253 =. ..... Route 9 ..... DR 1.1010 26.13 8.80 150 0.111538 2-9% Pt 1.652 778 234 17-6 19-6 26.13 5.6 21.764 22.549 Sprinkler, E(7'-0), T(5'-O) 12-0 14-9% Pc Pv -0.867 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:15:46AM Page 8 IHy4rau1ic,AnaIy5i5 Job Number: C-3519 - CORRIDOR CALC Rnrrt flRsc.rintinn inht H7irc1 ( Rpmntp Arpq 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 10 ..... DR 1.1010 29.19 9.84 150 0.136986 8101,4 Pt 2.857 757 347 18-11 19-6 29.19 5.6 27.179 29.783 Sprinkler, E(7'-0), T(5'-O) 12-0 20-10% Pe Pv -0.253 =. ..... Route ll ..... 2.0030 44.07 4.49 150 0.015918 0-0 Pt 0.000 380 362 29'-6 29'-6 31.683 31.683 0-0 Pe Pv FR 2.0030 44.07 4.49 150 0.015918 10,-0 Pt 0.318 362 357 29-6 19-6 31.683 36.336 T(1 0'-O) 10,-0 20-0 Pe Pv 4.335 =. ..... Route 12 ..... CM 2.0030 44.07 4.49 150 0.015918 10,-0 Pt 0.159 329 330 19-6 29-6 112.10 33.597 29.421 Flow (q) from Route 4 10,-0 Pe Pv -4.335 2.0030 44.07 4.49 150 0.015918 0-0 Pt 0.000 330 331 29'-6 29-6 29.421 29.421 0-0 Pe Pv CM 2.0030 44.07 4.49 150 0.015918 0-8 Pt 0.010 331 392 29-6 29-6 29.421 29.431 0-8 Pe Pv CM 2.0030 29.28 2.98 150 0.007469 105-71/2 Pf 1.200 392 361 29-6 29'-6 29.431 30.631 Tr(2'-O) 11Tr(2'-O), 2T(10'-O), E(1 1'-a) 55-0 160'7% Pe Pv CM 2.0030 44.07 4.49 150 0.015918 51-1 Pt 1.052 361 380 29-6 29'6 14.79 30.631 31.683 Flow (q) from Route 14 cplg(1'-O), 7Tr(2'-O) 15-0 66'1 Pe Pv Route 13 ..... BL 1.5980 4.34 0.69 150 0.000658 2-11% Pt 0.003 170 168 19-6 19'6 18.16 18.183 18.186 Flow (q) from Route 1 2Tr(1'-0) 2-0 4' -11'/z Pe Pv Route 14 ..... BL 1.5980 14.79 2.37 150 0.006348 101,-a Pt 1.200 392 361 29-6 29'6 29.431 30.631 T(8'-O) 9Tr(1'-0), 6E(9'-O), cplg(1'-O), 2T (8-0) 88-0 189'0 Pe Pv Route 15 ..... BL 1.5980 37.49 6.00 150 0.035451 1 101,-0 Pt 6.771 385 321 9'-6 9'-6 39.871 46.642 T(8'-a) 13Tr(1-0), 5E(9'-O), 3T(8'-a) 90-0 191'O Pe Pv =. ..... Route 16 ..... CM 2.0030 26.96 2.75 150 0.006413 105-71/2 Pt 1.030 340 389 19-6 19-6 32.458 33.488 T(1 0'-O) E(11'-0), 12Tr(2'-O), T(10'-O) 55-0 160'7% Pe Pv =. .... . Route 17 ..... UG 7.7100 118.18 0.81 150 0.000139 381-111/2 Pt 0.069 9 2 4-0 4-0 92.679 92.748 T(44'-8) 3E(22'-11%) 113-7 495-6% Pe Pv Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter I 487 ) Factor CValueMUltipliér I Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. ijAutoSPRINK 2018 v14.4.5.0 9/11/2019 10:15:46AM Page 9 HWC Friction Elevation Discharge K-Factor Pt Pn Fittings Units Leend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Downstream Upstream Pipe Type Le ge AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underaround Job Number: C-3519 - CORRIDOR CALC It uescripuon: Llgnt riazara k remoie area 1 Length Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SEx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cac J©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 9/11/2019 10:15:46AM Page 10 Overview Job Number: C-3519 - UNIT CALC 1 Rnctrt Dcescrintiren I iriht H7rd (RFMOTF ARFA 21 Job Number Design Engineer C-3519 Jason Nichol Job Name- HILTON TAPESTRY Phone FAX Address I 5803 ARMADA State CenbgcoyenlLtssnse Number 588039 Address 2 CARLSBAD, CA 92008 PtaJ Address 3 Job Site/Building System Density Ares ot App toolion 0.100gpm/ft° 1500.00ft° (Actual 441 .31ft2) Most Demanding Spnnkton Data Hoe, Streams 5.6 K-Factor 21.00 at 14.063 100.00 Cooenage Prim Sprinkler Number Of Sprinklers Calculated 225.00ft2 4 System Pse,su,e Demand System FEW Demand 51.881 90.77 Total Demand 190.77 @51.881 Pressure Result +51.094 (49.6%) Supplies Check Point Gauges N2Le Name Flow(aom) Hose Flow(aom) Static(psi) Residual(psil Identifier Pressure(r)s') K-Factor(K) Flow(psrn) 1 Water Supply 8000.00 100.00 103.000 78.000 BOR 36.956 14.93 90.77 C-3519_37.cad Water Supply at Node 1(8000.00, 100.00, 103.000, 78.000) 150- 135- 120- 105- Static Pressure 103.000- 90 - I S8000. ;:: 45. 1 .881 90.77 with hose streams System demand curve 30 15 L1111111111111111111111 1IL.IJ.LLU.L LLLU.LJJJ U..L.L.L.L.L.L III III 11111 II I 13950 1P265c 200 7750 9300 10850 12400 15500 Water flow, gpm (,.,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 9/11/2019 10:20:57AM Page 1 Job Number: C-3519 - UNIT CALC 1 Rsrerort flcaraerirrtirsn I inht I-1,wrd fPPIfAflTP AIA \ Job Nvrrroer C-3519 Design Engineer Jason Nichol Job Name; HILTON TAPESTRY State Coroficaforotioense Number 588039 Address I 5803 ARMADA OH.! Address 2 CARLSBAD, CA 92008 Job SitelBvildirg Address 3 Oravong Name C-3519_37.cad System Remote Area(s) Most Demanding Sprinoer Data 5.6 K-Factor 21.00 at 14.063 Occupancy Light Hazard Job Suffix UNIT CALC 1 Nose ollooanoe At Dooms 100.00 Doveity 0.100gpmlft2 Area of Application 1500.00ft2 (Actual 441.31ft2) Additional HONe Supplies Node Flow(pom) Comber Of Sprinklers Calculated 4 Coverage Per SptrrtkJv, 225.00ft2 AutoPeak Results: Pressure For Remote A,oa(s)AdjocentTo Most Remote Area Left: 48.878 Total Hose Streams 100.00 System Flow Demand 90.77 Total Water Required (Including Hose CJlowanoe( 190.77 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.24 between nodes 56 and 336 Meeleram Velocity Under Ground 1.07 between nodes 13 and 22 Volume capacity of Wet Pipes 2857.l7gal Volume capacity of Dry Pipes Supplies, Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 103.000 78.000 I 8000.00 102.975 I 190.77 51.881 51.094 Cortractor. Contreotor Number Contact N.M. Contact ride Name of Contreotor Phone Extension Address I FAX Address 2 Einrtcil Address 3 Wob.Sito , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:20:59AM Page 2 I Job Number: C-3519 - UNIT CALC 1 tii. I e,h* (DA(5T AOA )\ Water Supply at Node I 150- 135--- 120- 105 --Static Pressure 103.000 90 • . 0@78000__________ :: 60- 0.77 51.881 190.77 with hose streams 45 — S stem demand curve 30 :_________ 11111111 I I iii I III I 111111111 liii I I I I I I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stalk: Pressure 103.000 Residual: Pressure 78.000 @ 8000.00 Available Pressure at rime of Test 102.975 @ 190.77 Syelerr Demend 51.881 @90.77 $yelem Demesa llndualog HasapJlo.varoa at Saurcal 51.881 @ 190.77 , © M.E.P.CADr Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21:01AM Page 3 s1"yqraOlicl Graph . . Job Number: C-3519 - UNIT CALC 1 D.,.,.....+ fl....,...if;....,. I ...k* U.,-,...A iDCRAt51'C flflrn 5\ BOR 150- 135--- 120- 105 --Static Pressure 103.000 90 CL II 0078.000_______ CID CID a. 60——___ 45j_ 0.77 36.956 190.77 with hose streams 30- S stem demand curve 0— lIII1_I_L••.I.I.I.I.I.I.IJ 111111111 111111111 111111111 III III I liii 1111 liii II I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph BOR SteOc: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A SerIes Dererd 36.956 @ 90.77 Syrism Demand (lrasdirs flasahaeearae atSaurca) 36.956 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9111/2019 10:21:01AM Page 4 [ummary Of OUtfowing Devices : Job Number: C-3519 - UNIT CALC 1 Reoort Descriotion: Liaht Hazard (REMOTE AREA 2 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 819 23.42 21.00 5.6 17.494 Sprinkler 864 22.67 21.00 5.6 16.389 Sprinkler 873 23.68 21.00 5.6 17.881 c Most Demanding Sprinkler Data (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21 11AM Page 5 Node Analysis Job Number: C-3519 - UNIT CALC 1 Porrf ,rrfi,n I inht od (P-[AflT APA ) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 51.881 90.77 819 28-11 Spr(-17.494) 17.494 23.42 864 28-0 Spr(-16.389) 16.389 22.67 873 28-11 Spr(-17.881) 17.881 23.68 897 28-11 Spr(-14.063) 14.063 21.00 2 4-0 1(44-8) 51.865 9 4-0 1(44-8) 51.854 11 4-0 LtE(14-2) 51.827 13 4-0 LtE(11-8) 38.813 20 4-0 38.698 22 -3-0 LtE(14-2) 38.757 25 4-0 LtE(11-8) 38.729 32 4-0 LtE(15-61h) 38.697 33 1-0 BOR 36.956 34 1-8 36.669 37 9-0 fE(5-10Y2) 33.308 56 9-6 E(11-0) 32.560 174 36-6 15.621 178 36-6 15.621 321 9-6 1(8-0) 29.015 328 19-6 23.276 329 19-6 23.276 330 29-6 18.654 331 29-6 18.654 336 9-6 1(10-0) 30.065 340 19-6 1(8-0) 23.528 350 29-6 T(5-0) 18.534 357 19-6 T(10'-O), Tr(2-0) 23.750 361 29-6 1(8-0) 18.737 362 29-6 19.257 380 29-6 19.257 385 9-6 Tr(2-0), T(8'-O) 27.924 389 19-6 Tr(2-0), T(8'-O) 23.278 392 29-6 T(8-0), Tr(2-0) 18.635 425 19-6 24.447 426 19-6 24.447 537 29-6 1(5-0), Tr(2-0) 18.148 538 29-0 1(5-0) 17.738 539 29-6 T(6'-O) 18.116 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/11/2019 10:21:12AM Page 6 '[Hydraujjc AnaIysis Job Number: C-3519 - UNIT CALC 1 Re.nnrt De.scrintion I inht F-Ird (RFMOTF APA 7' Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary - Routel ..... DR 1.1010 21.00 7.08 150 0.074468 16-10 Pt 3.712 897 538 28-11 29-0 21.00 5.6 14.063 17.738 Sprinkler, 4E(7'-O), T(5'-O) 33-0 49-10 Pc Pv -0.036 RN 1.3940 43.67 9.18 150 0.091445 0-6 Pt 0.594 538 539 29-0 29-6 22.67 17.738 18.116 Flow (q) from Route 2 T(6'-O) 6-0 6-6 Pe Pv -0.217 CM 2.0030 24.27 2.47 150 0.005280 82-61/2 Pf 0.621 539 361 29-6 29'-6 18.116 18.737 7Tr(2'-O), E(11'-O), T(10'-O) 35-0 11761/z Pe Pv CM 2.0030 30.14 3.07 150 0.007880 51-1 Pt 0.521 361 380 29-6 29'-6 5.86 18.737 19.257 Flow (q) from Route 7 cplg(1'-O), 7Tr(2'-O) 15-0 66'-1 Pe Pv 2.0030 30.14 3.07 150 0.007880 0-0 Pt 0.000 380 362 29'-6 29'-6 19.257 19.257 0,-0 Pe Pv FR 2.0030 30.14 3.07 150 0.007880 10,-0 Pf 0.158 362 357 29'-6 19-6 19.257 23.750 T(11 0'-0) 10,-0 20-0 Pc Pv 4.335 CM 2.0030 48.99 4.99 150 0.019355 19-0 Pt 0.697 357 426 19-6 19-6 18.85 23.750 24.447 Flow (q) from Route 5 3Tr(2'-O), E(11'-O) 17-0 36-0 Pe Pv 2.0030 48.99 4.99 150 0.019355 0,-0 Pt 0.000 426 425 19-6 19-6 24.447 24.447 0,-a Pe Pv CM 2.0030 48.99 4.99 150 0.019355 3031/2 Pf 1.283 425 336 19-6 9'-6 24.447 30.065 2E(11'-a), 2Tr(2'-O), T(10'-O) 36-0 6631/2 Pe Pv 4.335 CM 2.0030 90.77 9.24 150 0.060591 28'-2 Pt 2.494 336 56 9'-6 9'6 41.79 30.065 32.560 Flow (q) from Route 3 Tr(2'-O), E(11'-O) 13-0 41'2 Pe Pv CM 2.6350 90.77 5.34 120 0.024081 7-11% Pt 0.532 56 37 9'-6 91-0 32.560 33.308 E(8'-3), fE(5-101/2) 14'-1'/ 22-1 Pc Pv 0.217 FR 2.6350 90.77 5.34 120 0.024081 7-4 Pf 0.177 37 34 9-0 1-8 33.308 36.669 f(-0.000) 7-4 Pe Pv 3.184 FR 3.2600 90.77 3.49 120 0.008541 0-8 Pf 0.006 34 33 1-8 11-0 36.669 36.956 BOR 0-8 Pe Pv 0.281 FR 6.4000 90.77 0.91 140 0.000240 4-0 Pt 0.005 33 32 1,-0 -3-0 36.956 38.697 LtE(15'-61/2) 15-61/2 19-6% Pe Pv 1.737 FR 5.8800 90.77 1.07 140 0.000363 2-31/2 Pt 0.001 32 20 4-0 4-0 38.697 38.695 2-31/2 Pe Pv UG 5.8800 90.77 1.07 150 0.000320 49-3 Pt 0.031 20 25 -3-0 4-0 38.698 38.729 2E(18'-2), LtE(11'-8) 48-0% 97-31/2 Pe Pv UG 6.2800 90.77 0.94 140 0.000264 12-41/2 Pf 0.028 25 22 4-0 4-0 38.729 38.757 3LtE(14'-2), CV(50'-5) 92-11% 105-41/2 Pe Pv UG 5.8800 90.77 1.07 150 0.000320 133-31/2 Pt 0.056 22 13 4-0 -3-0 38.757 38.813 PIV(3'-101/.), E(18'-2), EE(9'-l), LtE(11'-8) 42-10 176-2 Pe Pv -0.000 UG 6.2800 90.77 0.94 140 0.000264 10-0 Pt 13.014 13 11 -3-0 -3-0 38.813 51.827 3LtE(14'-2), BFP(-13.000) 42-61/2 52-6% Pe Pv -0.000 UG 5.8800 90.77 1.07 150 0.000320 27'-7 Pt 0.027 11 9 4-0 4-0 51.827 51.854 E(18'-2), T(38'-11 M.) 57-1% 84-8% Pc Pv 0.000 UG 7.7100 46.93 0.32 150 0.000025 357-101/2 Pt 0.011 9 2 4-0 4-0 51.854 51.865 3EE(11'-6), T(44'-8) 79-1% 437-0 Pc Pv UG 7.7100 90.77 0.62 150 0.000085 184-3 Pt 0.016 2 1 4-0 3'0 43.84 51.865 51.881 Flow (q) from Route 11 Water Supply 184'3 Pc Pv , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/11/2019 10:21:13AM Page 7 fydrauIjc AnaIysis, Job Number: C-3519 - UNIT CALC 1 Reoort Descriotion: Liaht Hazard (REMOTE AREA 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 100.00 Hose Allowance At Source 1 190.77 =. ..... Route 2 ..... DR 1.1010 22.67 7.64 150 0.085797 3-91/2 Pt 1.783 864 538 28-0 29-0 22.67 5.6 16.389 17.738 Sprinkler, E(7'-0), 2T(5'-O) 17-0 20-9 V2 Pe Pv -0.434 =. ..... Route 3 ..... DR 1.1010 23.42 7.89 150 0.091134 2-21/2 Pt 1.293 819 350 28-11 29-6 23.42 5.6 17.494 18.534 Sprinkler, E(7'-0), T(5'-O) 12-0 14'21/2 Pe Pv -0.253 BL 1.5980 17.56 2.81 150 0.008715 3'-6 Pt 0.100 350 392 29'-6 29-6 18.534 18.635 T(8'-O) 8-0 11-6 Pe Pv CM 2.0030 60.64 6.17 150 0.028724 0-8 Pf 0.019 392 331 29-6 29'-6 43.08 18.635 18.654 Flow (q) from Route 4 0-8 Pe Pv 2.0030 60.64 6.17 150 0.028724 0,-0 Pr 0.000 331 330 29'-6 29'-6 18.654 18.654 0-0 Pe Pv CM 2.0030 60.64 6.17 150 0.028724 10,-0 Pt 0.287 330 329 29'-6 19-6 18.654 23.276 10,-0 Pe Pv 4.335 2.0030 41.79 4.25 150 0.014426 0,-0 Pt 0.000 329 328 19-6 19-6 23.276 23.276 0,-0 Pe Pv CM 2.0030 41.79 4.25 150 0.014426 10-8 Pt 0.312 328 385 19-6 9'-6 23.276 27.924 E(11'-O) 11-0 21-8 Pe Pv 4.335 CM 2.0030 27.81 2.83 150 0.006793 105-71/2 Pt 1.091 385 321 9'-6 9'-6 27.924 29.015 Tr(2'-O) 11Tr(2'-O), 2T(10'-O), E(11'-a) 55-0 160'7% Pe Pv CM 2.0030 41.79 4.25 150 0.014426 49-9% pf 1.050 321 336 9'-6 9'-6 13.97 29.015 30.065 Flow (q) from Route 9 cplg(1'-O), 6Tr(2'-O), T(10'-O) 23-0 72'9% Pe Pv -0.000 =. ..... Route 4 ..... DR 1.1010 23.68 7.98 150 0.093001 0-7 Pt 0.519 873 537 28-11 29'-6 23.68 5.6 17.881 18.148 Sprinkler, T(5'-O) 5-0 '- Pe Pv -0.253 CM 2.0030 43.08 4.39 150 0.015260 15-11 Pt 0.487 537 392 29-6 29'6 19.40 18.148 18.635 Flow (q) from Route 8 T(10'-O), 3Tr(2'-O) 16-0 31'11 Pe Pv Route ..... CM 2.0030 18.85 1.92 150 0.003307 51-1 Pt 0.222 340 357 19-6 19'6 6.30 +12.55 23.528 23.750 Flow (q) from Route 6 and 10 8Tr(2'-O) 16-0 67-1 Pe Pv =. ..... Route 6 ..... BL 1.5980 6.30 1.01 150 0.001310 101-0 Pt 0.250 389 340 19-6 19'6 23.278 23.528 T(8'-O) 13Tr(1'-O), 5E(9'-O), 31(8-0) 90,-0 191,-0 Pe Pv =. ..... Route 7 ..... BL 1.5980 5.86 0.94 150 0.001146 97-6 Pt 0.202 350 361 29'-6 29'6 17.56 18.534 18.737 Flow (q) from Route 3 6E(9'-O), 8Tr(1'-O), cplg(1'-O), 2T (8-0) 79-0 176'6 Pe Pv Route ..... CM 2.0030 19.40 1.98 150 0.003487 7-2 Pt 0.032 539 537 29-6 29'-6 24.27 18.116 18.148 Flow (q) from Route 1 Tr(2'-O) 2-0 9'2 Pe Pv =. ..... Route 9 ..... BL 1.5980 13.97 2.24 150 0.005712 101,-0 Pt 1.091 385 321 9'-6 9'6 27.924 29.015 T(8'-O) 13Tr(1'-O), 5E(9'-O), 3T(8'-O) 90-0 191'0 Pe Pv =. ..... Route lO ..... CM 2.0030 18.85 1.92 150 0.003307 0-8 Pt 0.002 329 389 19-6 19-6 41.79 23.276 23.278 Flow (q) from Route 3 0-8 Pe Pv , © M.E.P.CAD, Inc. 4!11 AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21:13AM Page 8 Iiydrau1iá Analysis Job Number: C-3519 - UNIT CALC 1 Recort DescriDtion: Liaht Hazard (REMOTE AREA 21 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 2.0030 12.55 1.28 150 0.001557 105-71/2 Pt 0.250 389 19-6 23.278 Tr(2'-O) 55-0 Pe 340 19-6 23.528 11Tr(2'-0), 2T(10-0), E(11-0) 160'-7Y2 Pv - Routell ..... UG 7.7100 43.84 0.30 150 0.000022 381-111/. 0.011 9 -3-0 51.854 T(44'-8) 113-7 ~Pf Pe 2 4-0 51.865 3E(22-111/2) 495-6% Pv lEquivalent Pipe Lengths of Valves and Fittings (Cz 120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Di Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a pipe i DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn i Normal pressure at a point n a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f 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 WirE Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNl< 2018 04.4.5.0 9/11/2019 10:21:13AM Page 9 Job Number: C-3519 - UNIT CALC 2 Reoort Descrintion: Lioht He7rd IRFMOTF ARFA 11 - roll. Jrib ..; .- - Job Number Deeign Engineer C-3519 Jason Nichol Job Name- HILTON TAPESTRY Phone P00/ Address I 5803 ARMADA SIB/B Cnrtfivotion/Ucnnse N//rnbor 588039 Address 2 CARLSBAD, CA 92008 0200 Add/Boa 3 Job Site/Building system-, Density Area of Application 0.loogpm/ft2 1500.00ft2 (Actual 438.46ft2) Most Demanding Sprinkler Data lOBe S/tea/no 5.6 K-Factor 21.00 at 14.063 100.00 5000,0gB Per Sprink/er N/terSer Of Sprink/e/B Calculated 225.00ft2 4 Sys/enr Preraure Bernard Sic/err F/co Denrend 53.137 84.18 Total Demand 184.18 @ 53.137 Pressure Result +49.840 (48.4%) Supplies Check Point Gauges Node Name Flow(aom) Hose Flow(porn) Static(osi) Residual(osi) Identifier Pressure(osi) K-Factor(K) Flow(aom) 1 Water Supply 8000.00 100.00 103.000 78.000 BOR 38.236 13.61 84.18 C-3519 -37.cad Water Supply at Nodel (8000.00, 100.00, 1O3000,78.000) 150- 120- 105- Static Pressure 103.000- ..(I, o- -s---- 0 8000.00 @ 78.000 60 4.18@53A37 45 184.18 with hose streams III I System demand curve 30 : 11111 EFIR111111111111111111,11111 ILLL il.LW LLWJJ.' 111111111 111111111 _____ 9300 12400 1102652007750 10850 15500 13950 Water flow, gpm ,©M.E.P.CAD, Inc. ijAutoSPRINK2018v14.4.5.0 9/11/2019 10:21:42AM Page 1 §1j0y0.rau1i,,C,,,Sum1mary Job Number: C-3519 - UNIT CALC 2 Reoort Descriotion: Lioht Hazard (REMOTE AREA Job Number C-3519 Design Engineer Jason Nichol Job Name: HILTON TAPESTRY State CerdficaflOreticonsn Number 588039 Address I 5803 ARMADA At-U Address 2 CARLSBAD, CA 92008 Job SitelBuild:rg Add— 3 Drawing Nomv C-351 9_37.cad System Remote Area(s) Meet Demanding Sprinkler Data 5.6 K-Factor 21.00 at 14.063 OvOoporrcy Light Hazard Job Suffix UNIT CALC 2 Hose Allowance Al Source 100.00 Density 0.100gpm/ft° Area efApptlooton 1500.00ft2 (Actual 438.46ft2) Additional Hose Supplies Node Flow(opm) Number Of Sprinklers Calculated 4 Coverage Pen Sprinkler 225.00ft2 AutoPeak Results; Pressure For Remote rica(s) Adjacent To Most Remote Area Total Hess Streams 100.00 System Flow Demand 84.18 Total Water Required (including Nose Allowance) 184.18 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.42 between nodes 540 and 431 Maximum Velocity Under Ground 0.99 between nodes 13 and 22 Volume oupusity of Wet Pipes 2857.l7gal Volume capacity of Dry P505 Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 103.000 78.000 8000.00 102.977 I 184.18 53.137 49.840 Cortractor -, -, •.. - Contractor friumbon Contact Name Contact TIde Name of Contractor: Phone Eotenelon Address I FAX Add— 2 E-mall Address 2 Web-Silo t-, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21:44AM Page 2 111100thuJk Graph ~-itj Job Number: C-3519 - UNIT CALC 2 O....... fl ..._..:_.u:..... I ;I_* ---- .J I nm Atrrr n nr n n Water Supply at Node I 150— 135— 120— 105: Static Pressure 103.000 CL :i II 00 8000 @78. 0 : 00 a. 60- 4.18 ' 7 53.13 If 184.18 with hose streams 45- S stem demand curve 30 15 ).iLIII.''.I.I.I.I.J..l..I..l 111111111 111111111 III 11111 liii III I I I I I I I I I I I I I I I I I I I I I I I I - 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic G,sptr Water Supply at Node 1 Static Pressure 103.000 Residual: Pressure 78.000 @ 8000.00 Aasilabts Pressure at lines at Test 102.977 @ 184.18 Syeterr Derrerd 53.137 @84.18 Sys— De,rrard lirdudirs HsseliHearce etSnerreel 53.137 @ 184.18 f, © M.E.P.CAD, Inc. Z.jj AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21:45AM Page 3 JHydrauIic Graph Job Number: C-3519 - UNIT CALC 2 fl rtnti,n I i,,hf W,a,,ar,d (ObA(tT AA ' BOR 150— 135— 120— 105 Static Pressure 103.000 90 CL ::i- 8000 II O0©78.00O_______ a. 60- 45 4.18 38.236 184.18 with hose streams 30- S stem demand curve 15- 0_"LLLLLL1LLLLL1Jhhhhhhhh1111111111 111111111 111111111 111111111 111111111 111111 II 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hyd,aulic G,apl, BOR Static: P,essu,o N/A Residual: P,essu,e N/A Available PeS$ure at Time at Test N/A System Semend 38.236 @ 84.18 SteRn Demand llfldudlng Haaadda%aenae etSedmel 38.236 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21:45AM Page 4 kI summaryQt Outfiowing •Devi ces Job Number: C-3519 - UNIT CALC 2 Reoort Descriotion: Liaht Hazard (REMOTE AREA 3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 764 19.36 16.00 4.4 19.352 Sprinkler 825 21.78 21.00 5.6 15.124 c. Sprinkler 833 21.00 21.00 5.6 14.063 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/11/2019 10:21:52AM Page 5 IN2ce Analysis Job Number: C-3519 - UNIT CALC 2 Rnnrt 1scrirtinn I inhf Hr,1 (RMflT APA \ Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 53.137 84.18 764 28-6 Spr(-19.352) 19.352 19.36 825 28-0 Spr(-15.124) 15.124 21.78 833 28-11 Spr(-14.063) 14.063 21.00 883 28-11 Spr(-15.492) 15.492 22.04 2 4-0 1(44-8) 53.123 9 4-0 1(44-8) 53.114 11 4-0 LtE(14'-2) 53.090 13 4-0 LtE(11-8) 40.078 20 4-0 39.978 22 4-0 LtE(14-2) 40.029 25 4-0 LtE(11-8) 40.005 32 4-0 LtE(15-6'/2) 39.977 33 1-0 BOR 38.236 34 1-8 37.951 37 9-0 fE(5-10%) 34.612 56 9-6 E(11-0) 33.933 174 36-6 17.430 175 29-6 1(5-0) 20.412 178 36-6 17.430 321 9-6 1(8-0) 30.880 328 19-6 25.364 329 19-6 25.364 330 29-6 20.808 331 29-6 20.808 336 9-6 1(10-0) 31.764 340 19-6 T(8'-O) 25.521 357 19-6 1(10-0), Tr(2-0) 25.658 361 29-6 T(8'-O) 20.584 362 29-6 21.151 380 29-6 21.151 385 9-6 Tr(2-0), 1(8-0) 29.962 389 19-6 Tr(2-0), 1(8-0) 25.366 392 29-6 T(8-0), Tr(2-0) 20.794 425 19-6 26.281 426 19-6 26.281 431 29-0 T(5-0), Tr(1-0) 16.071 540 29-0 1(5-0) 19.020 541 29-6 T(6-0) 20.038 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:21:53AM Page 6 Job Number: C-3519 - UNIT CALC 2 Renort Descrintion Lioht H272rd (RFMOTF ARPA 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 l ..... DR 1.1010 21.00 7.08 150 0.074468 8'-5V2 Pf 2.045 833 431 28-11 29-0 21.00 5.6 14.063 16.071 Sprinkler, 2E(7'-O), T(5'-O) 19,-0 2751/2 Pe Pv -0.036 BL 1.1010 42.78 14.42 150 0.277734 5-71/2 Pf 2.949 431 540 29-0 29-0 21.78 16.071 19.020 Flow (q) from Route 2 T(5'-O) 5-0 1071/2 Pe Pv RN 1.3940 64.82 13.63 150 0.189874 0-6 Pt 1.234 540 541 29-0 29-6 22.04 19.020 20.038 Flow (q) from Route 3 T(6-0) 6-0 6-6 Pe Pv -0.217 CM 2.0030 24.32 2.48 150 0.005298 70-1 Pf 0.546 541 361 29-6 29'6 20.038 20.584 6Tr(2'-O), E(11-0), T(10'-O) 33-0 103-1 Pe Pv CM 2.0030 31.57 3.21 150 0.008585 51-1 Pf 0.567 361 380 29-6 29'6 7.25 20.584 21.151 Flow (q) from Route 4 cplg(1-0), 7Tr(2'-O) 15-0 66'1 Pe Pv 2.0030 31.57 3.21 150 0.008585 0-0 Pt 0.000 380 362 29-6 29-6 21.151 21.151 0-0 Pe Pv FR 2.0030 31.57 3.21 150 0.008585 10-0 Pf 0.172 362 357 29-6 19-6 21.151 25.658 T(10'-O) 10-0 20-0 Pe Pv 4.335 CM 2.0030 46.12 4.70 150 0.017310 19-0 Pf 0.623 357 426 19-6 19'6 14.55 25.658 26.281 Flow (q) from Route 6 3Tr(2'-O), E(11'-O) 17-0 36-0 Pe Pv 2.0030 46.12 4.70 150 0.017310 0-0 Pf 0.000 426 425 19-6 19-6 26.281 26.281 0-0 Pe Pv CM 2.0030 46.12 4.70 150 0.017310 30-3Y2 Pf 1.147 425 336 19-6 9'6 26.281 31.764 2E(11'-O), 2Tr(2'-O), T(11 0'-0) 36-0 6631/2 Pe Pv 4.335 CM 2.0030 84.18 8.57 150 0.052696 28-2 Pf 2.169 336 56 9-6 9'6 38.06 31.764 33.933 Flow (q) from Route 5 Tr(2'-O), E(11'-O) 13-0 41'2 Pe Pv CM 2.6350 84.18 4.95 120 0.020943 7-11 V2 Pf 0.462 56 37 9-6 9-0 33.933 34.612 E(8'-3), fE(5'-101/2) 1411/2 22-1 Pe Pv 0.217 FR 2.6350 84.18 4.95 120 0.020943 7-4 Pf 0.154 37 34 9-0 1-8 34.612 37.951 f(-0.000) '-' Pe Pv 3.184 FR 3.2600 84.18 3.24 120 0.007428 0-8 Pt 0.005 34 33 1-8 1-0 37.951 38.236 BOR 0-8 Pe Pv 0.281 FR 6.4000 84.18 0.84 140 0.000209 4-0 Pt 0.004 33 32 1-0 -3-0 38.236 39.977 LtE(15'-61,4) 1561/2 1961/z Pe Pv 1.737 FR 5.8800 84.18 0.99 140 0.000316 2'-3V2 Pf 0.001 32 20 4-0 -3-0 39.977 39.978 2-3% Pe Pv UG 5.8800 84.18 0.99 150 0.000278 49-3 Pf 0.027 20 25 4-0 4-0 39.978 40.005 2E(18'-2), LtE(11-8) 48'-0'/2 97'-31/2 Pe Pv UG 6.2800 84.18 0.87 140 0.000229 1241/2 Pf 0.024 25 22 4-0 -3-0 40.005 40.029 3LtE(14'-2), CV(50'-5) 92'-11'/2 10541/2 Pe Pv UG 5.8800 84.18 0.99 150 0.000278 133'-3'/2 Pf 0.049 22 13 4-0 4-0 40.029 40.078 PIV(3-10V2), E(18'-2), EE(9-1), LtE(11'-8) 42-10 176-2 Pe Pv -0.000 UG 6.2800 84.18 0.87 140 0.000229 10,-0 Pf 13.012 13 11 4-0 4-0 40.078 53.090 3LtE(14'-2), BFP(-13.000) 42-61/2 52-6% Pe Pv -0.000 UG 5.8800 84.18 0.99 150 0.000278 27-7 Pf 0.024 11 9 -3-0 4-0 53.090 53.114 E(18-2), T(38'- 11 57-1% 84-81/2 Pe Pv 0.000 UG 7.7100 43.52 0.30 150 0.000022 357-101/2 Pf 0.010 9 2 4-0 4-0 53.114 53.123 3EE(11'-6), T(44'-8) 79-1% 437-0 Pe Pv f,4, © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/11/2019 10:21:54AM Page 7 ~jjljHyAraulic flIy!S, Job Number: C-3519 - UNIT CALC 2 Report Description: Light Hazard (REMOTE AREA 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 UG 7.7100 84.18 0.58 150 0.000074 184-3 Pt 0.014 2 1 -3-0 .3-0 40.66 53.123 53.137 Flow (q) from Route 13 Water Supply 184'3 Pe Pv 100.00 Hose Allowance At Source 1 184.18 Go ..... Route 2 ..... DR 1.1010 21.78 7.34 150 0.079654 4-4 Pf 1.381 825 431 28-0 29'0 21.78 5.6 15.124 16.071 Sprinkler, E(7'-O), 1(5-0), Tr(1'-0) 13-0 17'4 Pe Pv -0.434 Qb ..... Route 3 ..... DR 1.1010 22.04 7.43 150 0.081443 10-9 Pf 3.565 883 540 28-11 29-0 22.04 5.6 15.492 19.020 Sprinkler, 4E(7'-O), 1(5-0) 33-0 43-9 Pe Pv -0.036 ..... Route 4 ..... AO 1.1010 19.36 6.52 150 0.064042 4-4 Pt 1.494 764 175 28'-6 29'-6 19.36 4.4 19.352 20.412 Sprinkler, 2E(7'-O), 1(5-0) 19,-0 23-4 Pe Pv -0.434 BL 1.5980 7.25 1.16 150 0.001696 60-0 Pt 0.171 175 361 29'-6 29'6 20.412 20.584 6Tr(1'-O), cplg(1'-O), 21(8-0), 2E (9-0) 41-0 101,-0 Pe Pv Go ..... Route 5 ..... 2.0030 52.61 5.36 150 0.022088 0,-0 P1 0.000 331 330 29'-6 29'-6 20.808 20.808 0,-0 Pe Pv CM 2.0030 52.61 5.36 150 0.022088 10,-0 Pt 0.221 330 329 29'-6 19-6 20.808 25.364 10,-0 Pe Pv 4.335 2.0030 38.06 3.88 150 0.012135 0,-0 Pf 0.000 329 328 19-6 19-6 25.364 25.364 0,-0 Pe Pv CM 2.0030 38.06 3.88 150 0.012135 10-8 Pt 0.263 328 385 19-6 9'-6 25.364 29.962 E(11'-0) 11,-a 21-8 Pe Pv 4.335 CM 2.0030 25.33 2.58 150 0.005715 105'-7'/2 P1 0.918 385 321 9'-6 9'-6 29.962 30.880 Tr(2'-O) 11Tr(2'-O), 21(10-0), E(11 V-0) 55-0 16071/2 Pe Pv CM 2.0030 38.06 3.88 150 0.012135 49-91/2 Pt 0.884 321 336 9-6 9'-6 12.73 30.880 31.764 Flow (q) from Route 11 cplg(1'-O), 6Tr(2'-O), 1(10-0) 23-0 1 72'9/. Pe Pv -0.000 - Route 6 ..... CM 2.0030 14.55 1.48 150 0.002049 51-1 Pt 0.137 340 357 19-6 19'6 4.87+9.68 25.521 25.658 Flow (q) from Route 7 and 12 8Tr(2'-O) 16-0 67'l Pe Pv =. ..... Route 7 ..... BL 1.5980 4.87 0.78 150 0.000811 101-0 Pf 0.155 389 340 19-6 19'6 25.366 25.521 1(8-0) 13Tr(1'-O), 5E(9'-a), 31(8-a) 90-0 191,-0 Pe Pv =. ..... Route 8 ..... CM 2.0030 52.61 5.36 150 0.022088 0-8 Pt 0.014 392 331 29'-6 29-6 12.11 +40.50 20.794 20.808 Flow (q)from Route 9 and 10 0-8 Pe Pv ..... Route 9 ..... BL 1.5980 12.11 1.94 150 0.004381 41-0 Pf 0.381 175 392 29'-6 29'-6 7.25 20.412 20.794 Flow (q) from Route 4 2Tr(1'-O), 4E(9'-O), 1(8-0) 46-0 87'O Pe Pv =. ..... Route lO ..... CM 2.0030 40.50 4.12 150 0.013615 35-6% Pt 0.756 541 392 29'-6 29'-6 24.32 20.038 20.794 Flow (q) from Route 1 5Tr(2'-O), 1(10-0) 20-0 55'6% Pe Pv =. ..... Route ll ..... BL 1.5980 12.73 2.04 150 0.004805 1 101,-a Pt 0.918 385 321 9'-6 9'-6 29.962 30.880 1(8-0) 13Tr(1'-O), 5E(9'-a), 31(8-0) 90,-a 191,-0 Pe Pv =. ..... Route 12 ..... (M,©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 9/11/2019 10:21:54AM Page 1yc1!4Y1ic Alysis Job Number: C-3519 - UNIT CALC 2 Renort Descrintion: Liaht Hazard (REMOTE AREA 31 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 2.0030 14.55 1.48 150 0.002049 0-8 Pf 0.001 329 19-6 38.06 25.364 Flow (q) from Route 5 Pe 389 19-6 25.366 0-8 Pv CM 2.0030 9.68 0.99 150 0.000965 105-71/2 Pf 0.155 389 19-6 25.366 Tr(2-0) 55-0 Pe 340 19'6 25.521 11Tr(2'-O), 2T(10'-O), E(11-0) 16071/z Pv =. ..... Route 13 ..... UG 7.7100 40.66 0.28 150 0.000019 381-11% Pf 0.010 9 -3-0 53.114 1(44-8) 113-7 Pe 2 -3-0 53.123 3E(22'-111/.) 495-6% Pv Equivalent Pipe Lengths of Valves and Fittings (C°120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a pipe i DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22%' Elbow Pv Velocity pressure at a point in a pipe f 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 LIE 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 Pry Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/11/2019 10:21:54AM Page 9 Overview :. Job Number: C-3519 - HIGH ROOF CALC ReDort Descriotion: Lioht Hazard (REMOTE AREA 4 Job Nurnbet C-3519 Design Engineer Jason Nichol Job Narrow HILTON TAPESTRY Phone FAX Address I Stole CerdficatiorrilJoenoe Number 5803 ARMADA 588039 Address 2 CARLSBAD, CA 92008 AHJ Address 3 Job Site/Building Sfci, Density Area of Appiwatron 0.loogpm/ft2 1500.00ft2 (Actual 772.17ft2) Most Demanding Sprinkler Data Floss Streams 5.6 K-Factor 14.82 at 7.000 100.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130.00ft2 9 System Pressure Demand Sparse Flow Demand 71.248 144.96 Total Demand 244.96 @71.248 Pressure Result +31.712(30.8%) Supplies Check Point Gauges N%Le Name Flow(pom) Hose Flow(aom) Static(psi) Residuallosil Identifier Pressure(osil K-FactoiiKl Flow(aom) 1 Water Supply 8000.00 100.00 103.000 78.000 BOR 56.063 19.36 144.96 C.3519137.cad Water Supply at Node 1(8000.00, 100.00, 103.000, 78.000) 150 F7 T - - 135- 120- - - 105- It tic Pressure 103.000- 90- K < / 8000 00@78.000 75- 4496 c 71.2 244.96 with hose streams 60- - ystem demand curve 30 :11111 0- ''LIJ.IJ.''.LJ.I.Z.I.l I.L,I,JJ.L'j.I.I,J_I_I.I.lIIIIIIIIIIIIIIIlIIPIIIIIII 13950 ltP2€520° 7750 9300 10850 12400 15500 Water flow, gpm I&©M.E.P.CAD, Inc. jill AutoSPRlNK 2018 04.4.5.0 9/11/2019 10:24:31AM Page 1 Irau1ic.summar' Job Number: C-3519 - HIGH ROOF CALC Reoort Descriotion: Liaht Hazard (REMOTE AREA 4) Job Number C-3519 Design Engineer Jason Nichol Job Name: HILTON TAPESTRY State Cerbficationfl.roanoe Number 588039 Add— I 5803 ARMADA Pd-U Address S CARLSBAD, CA 92008 Jab S:talSuild:ng Address 3 Droereg Name C-3519_37. cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 14.82 at 7.000 Occupancy Light Hazard Job SetTle HIGH ROOF CALC Hose Allowance At Source 100.00 . Density 0.100gpm/ft2 1 Area of Application 1500.00ft2 (Actual 772.17ft2) Additional boon Supplies Node Flow(pDm) Number Of Sptekiors Calculated I 9 Coverage Per Sprinkler 130.00ft2 AutoPoak Results: Pressure For Remote Pane(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand 144.96 blat Water Required (Including Horn Allowance) 244.96 Maximum Pressure Unbalance In Loops 0.000 Moelenum Velocity Above Ground 14.76 between nodes 56 and 336 Maximum Velocity Ardor Ground 1.71 between nodes 13 and 22 Volume capacity of Wet Pipes 2857.17gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 103.000 78.000 1 8000.00 102.960 244.96 71.248 31.712 Corhrcor CantrsctanNcmban Contact Name Contact Tilts Name of Contractcr Phone Extension Address 1 FAX Address 2 E-mail Address 3 WOb.Sto © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:24:33AM Page 2 HydrauIic Graph Job Number: C-3519 - HIGH ROOF CALC Issrs-s,4 erainti,sn I i,,hf iDRACIT ADA Ati Water Supply at Node I 120— 105 Static Pressure 103.000- 0 CL (0 - 8000 8 75— a. 144.96@71.248 24496 with hose streams 60 45 S stem demand curve_ 30 0_'L1tuJrU.W.LUJhhhhhnnh1 IllilliM MIMIIII IllIllIll 111111111 liii liii I III II I (?5503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Ilydraulic Graph Water Supply at Node 1 Static; Pressure 103.000 Residual; Pressure 78.000 @ 8000.00 Available Pressure at Tare of Test 102.960 @244.96 SellEr Demand 71.248 @ 144.96 System Demurd (IrdudirS Hone Absence elSourca) 71.248 @244.96 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:24:34AM Page 3 101Hyraufic Grah Job Number: C-3519 - HIGH ROOF CALC Puanrsrf fluarernti,sn I inht -Irameerd 1P-IdACsT BOR 135— 120— 105 —Static Pressure 103.000 90 CL ::i II 8000 0O78.0O0_______ CL 144.96 @ 56.063 60— - 24496 with hose streams 45 T tern demand cue 30 0—• ILII1.Z.Ll_I_I_I_I_I_I_It 11111111 111111111 111111111 II 111111 11111 I I II III I I I I I I I I I 95503100 4650 6200 7750 9300 10850 12400 13950 15500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at lime or Test N/A System Demard 56.063 @ 144.96 bySem DomeS (traudieg yesayOeearco at Seurea) 56.063 @ N/A ©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 9/11/2019 10:24:34AM Page §jj~~ary,qf,Outflqwing Devices. Job Number: C-3519 - HIGH ROOF CALC Reoort Descriotion: Liaht Hazard (REMOTE AREA 4 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 712 16.63 13.00 5.6 8.816 Sprinkler 713 15.46 13.00 5.6 7.617 Sprinkler 714 16.66 13.00 5.6 8.850 Sprinkler 770 17.07 13.00 5.6 9.293 c Sprinkler 771 1 14.82 13.00 5.6 7.000 Sprinkler 772 17.03 13.00 5.6 9.246 Sprinkler 828 16.20 13.00 5.6 8.368 Sprinkler 829 15.05 13.00 5.6 7.223 c:> Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.0 9/11/2019 10:24:44AM Page 5 llhp6de Analysis Job Number: C-3519 - HIGH ROOF CALC Rnnrt srrintitn I inht H7rr1 (RFMOTF ARIA4 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 71.248 144.96 712 37'4% Spr(-8.816) 8.816 16.63 713 37-5 Spr(-7.617) 7.617 15.46 714 37-5 Spr(-8.850) 8.850 16.66 770 37-5 Spr(-9.293) 9.293 17.07 771 40-0 Spr(-7.000) 7.000 14.82 772 37-5 Spr(-9.246) 9.246 17.03 828 3741/2 Spr(-8.368) 8.368 16.20 829 37-5 Spr(-7.223) 7.223 15.05 830 37-5 Spr(-8.214) 8.214 16.05 2 4-0 T(44'-8) 71.211 9 -3-0 T(44'-8) 71.184 11 4-0 LtE(14'-2) 71.120 13 -3-0 LtE(11-8) 58.087 20 4-0 57.813 22 4-0 LtE(14'-2) 57.953 25 4-0 LtE(11-8) 57.887 32 4-0 LtE(15-6V2) 57.811 33 1-0 BOR 56.063 34 1-8 55.769 37 9-0 fE(5'-10'/) 52.164 56 9-6 E(11'-O) 50.684 63 37-5 T(5'-O) 8.856 163 36-6 P0(8-0) 11.821 167 37-5 T(5-0) 10.151 169 37-5 T(6-0) 10.093 174 36-6 12.905 177 36-6 P0(8-0) 12.360 178 36-6 12.905 182 37-5 T(5'-O) . 9.333 209 29-6 Tr(1'-O), T(8'-O) 18.542 321 9-6 T(1 0'-O) 42.364 325 37-5 T(5'-0) 8.411 328 19-6 34.836 329 19-6 34.836 330 29-6 29.923 331 29-6 29.923 336 9-6 T(10-0) 44.754 340 19-6 T(10-0) 35.209 357 19-6 T(10'-O), Tr(2-0) 35.537 361 29-6 1(10-0) 29.032 362 29-6 30.697 380 29-6 30.697 385 9-6 Tr(2-O), T(8-0) 39.882 389 19-6 Tr(2-0), T(8'-O) 34.839 392 29-6 T(8-0), 11(2-0) 29.885 425 19-6 37.255 426 19-6 37.255 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:24:45AM Page 6 §1jH_yA%,u1ic Analysis Job Number: C-3519 - HIGH ROOF CALC Report Description: Light Hazard (REMOTE AREA 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 l ..... BL 1.0490 14.82 5.50 120 0.074703 9-2% Pf 1.212 771 182 40-0 37-5 14.82 5.6 7.000 9.333 Sprinkler, E(2'-O), T(5'-O) 7'-0 1621/2 Pe Pv 1.121 BL 1.6100 47.89 7.55 120 0.081270 1'-4'/2 Pf 0.761 182 169 37-5 37-5 33.08 9.333 10.093 Flow (q) from Route 4 T(8'-O) 8-0 9-41/2 Pe Pv 0.000 RN 1.6100 80.01 12.61 120 0.210000 0,_11 P1 1.871 169 177 37-5 36'-6 32.12 10.093 12.360 Flow (q) from Route 3 P0(8-0) 8-0 8-11 Pe Pv 0.395 FM 2.1570 144.96 12.73 120 0.151737 3-7 P1 0.545 177 178 36'-6 36-6 64.95 12.360 12.905 Flow (q) from Route 2 3-7 Pe Pv 2.1570 144.96 12.73 120 0.151737 0,-0 P1 0.000 178 174 36'-6 36-6 12.905 12.905 0-0 Pe Pv FR 2.1570 144.96 12.73 120 0.151737 11,-a P1 2.603 174 209 36-6 29-6 12.905 18.542 E(6'-2) 6-2 17-2 Pe Pv 3.035 BL 1.5980 80.87 12.94 150 0.147010 41-4 P1 10.489 209 361 29-6 29-6 18.542 29.032 Tr(1'-O) 2E(9'-O), 3Tr(1'-0), T(8'-O) 30-0 71'4 Pe Pv CM 2.0030 56.51 5.75 150 0.025210 51,-1 P1 1.666 361 380 29'-6 29'6 29.032 30.697 cplg(1'-O), 7Tr(2'-O) 15-0 66-11 Pe Pv 2.0030 56.51 5.75 150 0.025210 0,-0 Pf 0.000 380 362 29-6 29'-6 30.697 30.697 0,-0 Pe Pv FR 2.0030 56.51 5.75 150 0.025210 10,-0 P1 0.504 362 357 29'-6 19-6 30.697 35.537 T(1 0'-O) 10-0 20-0 Pe Pv 4.335 CM 2.0030 79.79 8.12 150 0.047729 19-0 P1 1.718 357 426 19-6 19'6 23.28 35.537 37.255 Flow (q) from Route 10 3Tr(2'-O), E(11'-O) 17-0 36-0 Pe Pv 2.0030 79.79 8.12 150 0.047729 0,-0 P1 0.000 426 425 19-6 19-6 37.255 37.255 0,-0 Pe Pv CM 2.0030 79.79 8.12 150 0.047729 30-31/2 Pf 3.163 425 336 19-6 9'-6 37.255 44.754 2E(11'-a), 2Tr(2'-O), T(10'-a) 36-0 66'3V2 Pe Pv 4.335 CM 2.0030 144.96 14.76 150 0.144036 28-2 P1 5.930 336 56 9'-6 9'-6 65.17 44.754 50.684 Flow (q)from Route 8 Tr(2'-O), E(11'-O) 13-0 41'2 Pe Pv CM 2.6350 144.96 8.53 120 0.057245 7-11% Pf 1.264 56 37 9-6 9-0 50.684 52.164 E(8'-3), fE(5'-101/2) 14-VA 22-1 Pe Pv 0.217 FR 2.6350 144.96 8.53 120 0.057245 7-4 P1 0.420 37 34 9-0 1-8 52.164 55.769 f(-0.000) '- Pe Pv 3.184 FR 3.2600 144.96 5.57 120 0.020304 0-8 P1 0.013 34 33 1-8 1-0 55.769 56.063 BOR 0-8 Pe Pv 0.281 FR 6.4000 144.96 1.45 140 0.000571 4-0 P1 0.011 33 32 1-0 -3'-0 56.063 57.811 LtE(15'-6Y2) 15-6% 19-61/2 Pe Pv 1.737 FR 5.8800 144.96 1.71 140 0.000863 2-31/2 P1 0.002 32 20 4-0 4-0 57.811 57.813 2-3% Pe Pv UG 5.8800 144.96 1.71 150 0.000760 49-3 P1 0.074 20 25 4-0 4-0 57.813 57.887 2E(18'-2), LtE(11'-8) 48-0% Pe Pv UG 6.2800 144.96 1.50 140 0.000627 124% P1 0.066 25 22 4-0 4-0 57.887 57.953 3LtE(14'-2), CV(50'-5) 92-11% 105-4% Pe Pv UG 5.8800 144.96 1.71 150 0.000760 133-31/2 P1 0.134 22 13 4-0 4-0 57.953 58.087 PIV(3'-10%), E(18'-2), EE(9'-l), LtE(11'-8) 42-10 176-2 Pe Pv -0.000 ,©M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.4.5.0 9/11/2019 10:24:47AM Page 7 I yauJIcAna!ysis Job Number: C-3519 - HIGH ROOF CALC ReDort Descriotion: Liaht Hazard (REMOTE AREA 41 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 6.2800 144.96 1.50 140 0.000627 10-0 Pt 13.033 13 11 -3-0 -3-0 58.087 71.120 3LtE(14'-2), BFP(-13.000) 42-6% 52-6% Pe Pv -0.000 UG 5.8800 144.96 1.71 150 0.000760 27-7 Pf 0.064 11 9 4-0 4-0 71.120 71.184 E(18'-2), T(38'-111/z) 57-1% 84-8% Pc Pv 0.000 UG 7.7100 74.94 0.51 150 0.000060 357-101/2 Pt 0.026 9 2 4-0 4-0 71.184 71.211 3EE(11'-6), 1(44-8) 79-1% 437-0 Pc Pv UG 7.7100 144.96 1.00 150 0.000203 184-3 Pt 0.037 2 1 4-0 40 70.02 71.211 71.248 Flow (q) from Route 15 Water Supply 184'3 Pc Pv 100.00 Hose Allowance At Source 1 244.96 =. ..... Route 2 ..... BL 1.0490 15.05 5.59 120 0.076898 8-4% Pf 1.181 829 325 37-5 37-5 15.05 5.6 7.223 8.411 Sprinkler, E(2'-O), T(5'-O) 7-0 15-41/2 Pc Pv 0.007 BL 1.3800 31.25 6.70 120 0.078143 11-5 Pf 0.892 325 770 37-5 37-5 16.20 8.411 9.293 Flow (q) from Route 5 11-5 Pc Pv -0.011 BL 1.6100 48.32 7.61 120 0.082612 2-41/2 P1 0.856 770 167 37-5 37-5 17.07 5.6 9.293 10.151 Sprinkler, T(8'-O) 8-0 10-4% Pe Pv 0.003 BL 1.6100 64.95 10.24 120 0.142773 0-11 Pt 1.273 167 163 37-5 36-6 16.63 10.151 11.821 Flow (q) from Route 6 P0(8-0) 8-0 8-11 Pe Pv 0.397 FM 2.1570 64.95 5.70 120 0.034359 15-8 Pt 0.538 163 177 36'-6 36'-6 11.821 12.360 15-8 Pc Pv =. ..... Route 3 ..... BL 1.0490 15.46 5.74 120 0.080777 8-4% Pf 1.241 713 63 37-5 37-5 15.46 5.6 7.617 8.856 Sprinkler, E(2'-O), T(5'-O) 7-0 15-4% Pc Pv -0.002 BL 1.3800 32.12 6.89 120 0.082198 9-0% Pt 1.238 63 169 37-5 37-5 16.66 8.856 10.093 Flow (q) from Route 7 T(6'-O) 6-0 15-0% Pc Pv -0.001 =. ..... Route 4 ..... BL 1.0490 16.05 5.96 120 0.086616 11-11 Pt 1.032 830 772 37-5 37-5 16.05 5.6 8.214 9.246 Sprinkler 11-11 Pc Pv -0.001 BL 1.3800 33.08 7.10 120 0.086812 1-0 Pt 0.087 772 182 37-5 37-5 17.03 5.6 9.246 9.333 Sprinkler 1-0 Pc Pv 0.000 =. ..... Route 5 ..... BL 1.0490 16.20 6.01 120 0.088112 0-6 1 Pf 0.044 828 325 37-41/2 37-5 16.20 5.6 8.368 8.411 Sprinkler 0-6 ~Pe Pv -0.001 =. ..... Route 6 ..... BL 1.0490 16.63 6.17 120 0.092468 9-61/. Pt 1.346 712 167 37-41/2 37-5 16.63 5.6 8.816 10.151 Sprinkler, 1(5-0) 5-0 14-61/2 Pc Pv -0.011 Route ..... BL 1.6100 16.66 2.63 120 0.011521 0-6 Pt 0.006 714 63 37-5 37-5 16.66 5.6 8.850 8.856 Sprinkler 0-6 Pc Pv -0.000 Route ..... CM 2.0030 88.45 9.01 150 0.057752 10-0 Pt 0.578 330 329 29-6 19-6 88.45 29.923 34.836 Flow (q) from Route 9 10-0 Pc Pv 4.335 2.0030 65.17 6.64 150 0.032820 0-0 Pf 0.000 329 328 19-6 19-6 34.836 34.836 0-0 Pc Pv CM 2.0030 65.17 6.64 150 0.032820 10-8 Pt 0.711 328 385 19-6 9'-6 34.836 39.882 E(11'-O) 11,-a 21-8 Pc Pv 4.335 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/11/2019 10:24:47AM Page 8 Analysis 1111 1 Job Number: C-3519 - HIGH ROOF CALC Report Description: Light Hazard (REMOTE AREA 4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.0030 43.37 4.42 150 0.015455 10571/2 Pt 2.482 385 9-6 321 9'-6 39.882 42.364 Tr(2'-O) 11Tr(2'-0), 2T(10'-O), E(11'-0) 55-0 1607% Pe Pv CM 2.0030 65.17 6.64 150 0.032820 4991/z Pf 2.390 321 9-6 336 9'6 21.79 42.364 44.754 Flow (q) from Route 13 cplg(1'-a), 6Tr(2'-O), T(10'-O) 23-0 72'9% Pe Pv -0.000 =. ..... Route 9 ..... CM 2.0030 88.45 9.01 150 0.057752 0-8 Pt 0.038 392 29'-6 331 29-6 64.09 + 24.36 29.885 29.923 Flow (q) from Route 11 and 12 0-8 Pe Pv 2.0030 88.45 9.01 150 0.057752 0-0 Pf 0.000 331 29-6 330 29-6 29.923 29.923 01-0 Pe Pv go ..... Route lO ..... CM 2.0030 23.28 2.37 150 0.004888 0-8 Pf 0.003 329 19-6 389 19-6 65.17 34.836 34.839 Flow (q) from Route 8 0-8 Pe Pv BL 1.5980 7.79 1.25 150 0.001936 101-0 Pt 0.370 389 19-6 340 19'6 34.839 35.209 T(8-0) 13Tr(1'-O), 5E(9'-O), 3T(8'-O) 90-0 191'0 Pe Pv CM 2.0030 23.28 2.37 150 0.004888 51-1 Pt 0.328 340 19-6 357 19'6 15.50 35.209 35.537 Flow (q) from Route 14 8Tr(2'-O) 16-0 67'1 Pe Pv =. ..... Route ll ..... BL 1.5980 64.09 10.25 150 0.095604 59'-71/2 Pt 11.343 209 29'-6 392 29'-6 18.542 29.885 T(8'-O) 6Tr(1-0), cplg(1'-O), 4E(9-0), T( 8-0) 59-0 11871/2 Pe Pv Go ..... Route 12 ..... CM 2.0030 24.36 2.48 150 0.005316 105'-7V. Pt 0.854 361 29'-6 392 29'-6 29.032 29.885 T(1 0'-O) E(11'-O), 12Tr(2'-O), T(10'-O) 55-0 16071/. Pe Pv . Route 13 ..... BL 1.5980 21.79 3.49 150 0.012996 101,-a Pt 2.482 385 9-6 321 9-6 39.882 42.364 T(8'-O) 13Tr(1'-O), 5E(9'-O), 3T(8'-O) 90,-0 191,-0 Pe Pv ..... Route 14 ..... CM 2.0030 15.50 1.58 150 0.002302 105-7% Pf 0.370 389 19-6 340 19'6 34.839 35.209 Tr(2-0) 11Tr(2'-O), 2T(10'-O), E(11-0) 56-0 160.71/2 Pe Pv .Route 15 ..... UG 7.7100 70.02 0.48 150 0.000053 381-111/2 Pf 0.026 9 -3'-0 2 -3-0 71.184 71.211 T(44'-8) 3E(22'-ll%) 113-7 495-6% Pe Pv lEquivalent Pipe Lengths of Valves and Fittings (C120 only) 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. AutoSPRINK 2018 04.4.5.0 9/11/2019 10:24:47AM Page 9 ]111Hyqraufic Ajialysis Job Number: C-3519 - HIGH ROOF CALC Report Description: Light Hazard (REMOTE AREA 4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Elevation Discharge K-Factor Pt Pn Fittings 7Pressu Downstream Eq. Length y Upstream Total Length Pipe Type Legend Une Legend Filnis 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 BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 900 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 900 Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel llh/ Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f 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,©M.E.P.CAD, Inc. 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