The URL can be used to link to this page

Home My WebLink About5494 GRAND PACIFIC DR; ; FPC2018-0025; PermitPERMIT REPORT (7-city of Carlsbad Print Date: 10/15/2021 Job Address: 5494 GRAND PACIFIC OR, CARLSBAD, CA 92008-4723 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel U: Track U: Valuation: $0.00 Lot U Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Permit No: FPC2018-0025 Status: Closed - Finaled Applied: 01/22/2018 Issued: 08/10/2018 Finaled Close Out: 08/11/2021 Inspector: Final Inspection: Project Title: Description: WESTIN VILLA U 80-3 STORY TIMESHARE BUILDING -INSTALLATION OF NEW SPRINKLER SYSTEM (842 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 SYSTEM EACH ADDITIONAL RISER $690.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $198.00 Total Fees: $1,720.00 Total Payments To Date: $1,720.00 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 1MOLLVAYA Western Fire Protection Inc. I GPR RESORT/VILLA 8O 5494 GRAND PACIFIC DR I CARLSBAD, CA 92008 WESTERN FIRE PROTECTION 1i.CEIiRD I JAN 218 FIRE DEPARTMFNT I HYDRAULIC & BRACING I CALCULATIONS I I I 5494 Grand Pacific DR I WESTIN VILLA #80-3 STORY TIMESHARE BUILDING - INSTALLATION OF NEW SPRINKLER SYSTEM (842 HEADS) I 1/2212018 i - - - FPC2OI8-0025 I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 5 KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#077) Locking Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:20151b Adjusted Load Rating:17451b Angle of Brace: 60 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42" Make:Afcon Model: (#030/040) Sway Brace (Model K) UR Value:* 200 Listed Load Rating: 27651b Adjusted Load Rating: 23941b Maximum Horizontal Load: 16041b Seismic Brace Assembly Detail Maximum Spacing: 30'0 (Provide Detail On Plans) Sway Brace (Model K) - - Fastener Information Orientation of Connecting Surface: NFPA Type "C" Fastener #077) Lorking Attachment End (SF) Construction Type: Normal Weight Concrete (2500p5i) i Pipe, Schedule 40 Type: Anchor, HILTI Kwik Bolt TZ (CS) Size: %x3% ''-"- -'' Brace Identification Numb JtobeshownonPn)1AT Mm. Embedment: 0-2 - - Maximum Load: 9221b Lateral Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.56 Diameter I Description Unit Quantity I Quantity I Unit Weight Weight(Wp) 2 Pipe, Schedule 10 I (6)24-0+11-5+21-5 176-10 41b 7461b 4 Pipe, Schedule 10 24-0 24-0 121b 2831b Subtotal Weight (Wp) 10291b Wpxl.150000 11831b Total Load (Fpw)l 6631b 4 © M.E.P.CAD, Inc. FJJ AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:1 5:12PM Page 1 Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#077) Locking Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:20151b Adjusted Load Rating: 117451b Angle of Brace: 60 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42' Make:Afcon Model: (#030/040) Sway Brace (Model K) LJR Value: 200 Listed Load Rating: 27651b Adjusted Load Rating: 23941b Maximum Horizontal Load: 16041b Seismic Brace Assembly Detail Maximum Spacing: 30'0 (Provide Detail On Plans) #03WSwayBrace(ModeU() - - - - '9030/040) Sway Fastener Information Orientation of Connecting Surface: NFPA Type "C" xAnthHLTBchTZ CS) Fastener I #077) Locking Attachment End (SF) Construction Type: Normal Weight Concrete (2500p51) 1 Pipe, Schedule 40 Type: Anchor, HILTI Kwik Bolt TZ (CS) Size: %x3% Bra Number: - - - - - Mm. Embedment: 0-2 Maximum Load: 9221b LateralBrace Sprinkler System Load Calculation (Fpw = CpWp) Cp 0.56 Diameter Description Unit Quantity I Quantity I Unit Weight Weight(Wp) 2 I Pipe, Schedule 10 2'-5+(8)24'-0+13'-111,4+12'-9Vn 256'-61/2 41b 10831b +15'-9+16'-10/+2'-9 I 3 Pipe, Schedule 10 19-3 19-3 Bib 1531b Subtotal Weight (Wp) 12361b Wpxl.150000 14211b Total Load (Fpw)l 7961b , © M.E.P.CAD, Inc. qJ AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:1 5:12PM Page 2 I I I I I I I I I I I I I I I I I I Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#077) Locking Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:20151b Adjusted Load Rating:17451b Angle of Brace: 60 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42 Make:Afcon Model: (#410) Sway Brace Clamp UR Value:* . 200 Listed Load Rating: 10001b Adjusted Load Rating: 8661b Maximum Horizontal Load: 16041b Seismic Brace Assembly Detail Maximum Spacing: 30-0 (Provide Detail On Plans) Fastener Information #410) Sway Brace Clamp #076) Universal Locking Attachment End lY, x3% Anchor, 1-IILTI Kwik Bolt Orientation of Connecting Surface: NFPA Type "C" ITZ (CS) #077) Locking Attachment End (SF) Fastener Construction Type: Normal Weight Concrete (2500p5i) 1 Pipe, Schedule 40 Type: Anchor, HILTI Kwik Bolt TZ (CS) Size: 1/2 x Brace Identification Number: LNG40 Mm. Embedment: 0-2 (to be shown on plan) IF Maximum Load: 9221b I I Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.56 Diameter Description Unit Quantity Quantity Unit Weight Weight(Wp) 4 Pipe, Schedule 10 (2)24-0+3-7+19-4',', 70-111/2 121b 8361b Subtotal Weight (Wp) 8361b Wpxl.150000 9611b Total Load (Fpw) 5381b , ©M.E.P.CAD, Inc. 91 AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:15:12PM Page 3 I I Li I I I I I I I I I I I I I 11 I I Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 6-11 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#077) Locking Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating: 20151b Adjusted Load Rating:17451b Angle of Brace: 60 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42 Make:Afcon Model: (#410) Sway Brace Clamp UR Value:* 198 Listed Load Rating: 10001b Adjusted Load Rating: 8661b Maximum Horizontal Load: 16041b Seismic Brace Assembly Detail Maximum Spacing: 30-0 (Provide Detail On Plans) Fastener Information #410) Sway Brace Clamp 9076) Universal Locking Attachment End a 3% Anchor, HILTI Kwik Bolt Orientation of Connecting Surface: NFPA Type "C" lIZ (CS) #077) Locking Attachment End (SF) Fastener Construction Type: Normal Weight Concrete (2500p5i) 1 Pipe. Schedule 40 Type: Anchor, HILTI Kwik Bolt TZ (CS) Size: 1/. x 3% Brace Identification Number: LNG30 Min. Embedment: 0-2 to be shown on plan) Maximum Load: 9221b Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.56 Diameter Description Unit Quantity Quantity Unit Weight Weight(Wp) 3 Pipe, Schedule 10 19-3+24-0 43-3 81b 3431b Subtotal Weight (Wp) 3431b WP a 1.150000 3951b Total Load (Fpw) 2211b , ® M.E.P.CAD, Inc. @J AutoSPRINK 2018 BETA 03.1.75.0 1/11/2018 8:15:12PM Page 4 I .1 I I I I I I I I I Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: GAR FIRE.cad Design Remote Area Number: G-04 Remote Area Location: GARAGE Occupancy Classification: Ordinary Group I Commodity Classification: OH1 Density: 0.15g pm/ft' Area of Application: 1500ft2 (Actual 1606ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 659.61 @ 42.2 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 S KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: N/A ,© M.E.P.CAD, Inc. I IAutoSPRlNK 2018 BETA v13.1 .75.0 G-04 1/11/2018 8:33:47PM Page 1 Calculation Date: 1/11/2018 Allowance at Source Hydrant Hydrant Hydrant Hydrant — — — — — — — — — — — — — — — — — — Hydraulic Graph Job Name: GPR RESORTS N 1.65 Remote Area Number: G-04 Date: 1/11/2018 100 SWater upply Summary Sheet 90 Node: 1 80- 70- Static Pressure 63.0 669.61 62.6 60- (I) - 50 in a. 659.61 42.2 :: System demand curve 0.00@22.O 20 10 0J ".,hIIIIIII 111111111 111111111 111111111 III II III III I I II I I I I I I I I QI 550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm IM©M.E.P.CAD, Inc. I AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:33:49PM Paqe2 ~jjjjSummary OfOuffl6vifingLpevoes . Job Number: 18-013 Reoort Descriotion: Ordinary Grouo I (G-04) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 36.0 Sprinkler 296 49.52 49.00 11.2 19.5 Sprinkler 297 49.45 49.00 11.2 19.5 Sprinkler 299 50.28 49.00 11.2 20.2 Sprinkler 301 49.07 49.00 11.2 19.2 Sprinkler 302 49.00 49.00 11.2 19.1 Sprinkler 303 23.09 19.50 5.6 17.0 Sprinkler 304 22.92 19.50 5.6 16.7 Sprinkler 306 23.03 19.50 5.6 16.9 Sprinkler 310 21.91 19.50 5.6 15.3 Sprinkler 315 22.97 19.50 5.6 16.8 Sprinkler 471 24.20 19.50 5.6 18.7 Sprinkler 475 24.18 19.50 5.6 18.6 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:33:50PM Page 3 I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-04 Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.6 659.61 42.2 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 8-0 Supply 42.2 659.61 9 8-0 Hydrant 36.0 250.00 296 10-0 Sprinkler 19.5 49.52 297 10-0 Sprinkler 19.5 49.45 299 10-0 Sprinkler 20.2 50.28 301 10-0 Sprinkler 19.2 49.07 302 10-0 Sprinkler 19.1 49.00 303 10-0 Sprinkler 17.0 23.09 304 10-0 Sprinkler 16.7 22.92 306 10-0 Sprinkler 16.9 23.03 310 10-0 Sprinkler 15.3 21.91 315 10-0 Sprinkler 16.8 22.97 471 10-0 Sprinkler 18.7 24.20 475 10-0 Sprinkler 18.6 24.18 4 8-0 35.8 23 10-0 30.9 32 10-0 28.5 44 10-0 30.9 59 10-0 31.7 © M.E.P.CAD, Inc. 11 AutoSPRlNK 2018 BETA v1 1/11/2018 8:33:53PM Page 4 I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-04 Date: 1/11/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 60 10-0 28.5 75 8-0 35.7 77 10-0 28.4 84 10-0 28.8 86 10-0 28.5 87 10-0 28.4 88 10-0 28.4 90 10-0 27.7 97 10-0 27.7 102 10-0 28.4 147 10-0 23.5 164 10-0 19.3 170 10-0 19.2 172 10-0 19.3 175 10-0 19.2 177 10-0 19.1 179 10-0 18.1 180 10-0 17.7 183 10-0 18.0 194 10-0 17.9 328 10-0 19.2 ,© M.E.P.CAD, Inc. 91 AutoSPRINK 2018 BETA vi 1/11/2018 8:33:53PM Paqe 5 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-04 I I Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (0) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 302 10-0 11.2 49.00 2 (See 17-9 120 19.1 Route 1 ..... Sprinkler Notes) 297 10-0 48.27 2.1570 0.019846 17-9 0.4 297 10-0 11.2 49.45 2 (See 10981/2 120 19.5 Sprinkler, 12-3% Notes) 87 10,-0 97.72 2.1570 0.073164 P0(12-3%) 122-0 8.9 87 10-0 18.47+107.61 4 13-0 120 28.4 Flow (q) from Route 4 and 5 0.007957 86 10-0 176.68 4.2600 13-0 0.1 86 10-0 64.02 + 22.12 4 15'41/2 120 28.5 Flow (q) from Route 2 and 12 0.018636 84 10-0 279.89 4.2600 15-4% 0.3 84 10-0 28.82 4 (See 29'-1 % 120 28.8 Flow (q) from Route 9 Notes) 44 10-0 369.08 4.2600 0.031089 fE(13'-2), fT(26'-4) 68 7h/2 2.1 44 10-0 83.73 4 (See 60 120 30.9 Flow (q) from Route 7 13-2 Notes) 59 10-0 409.61 4.2600 0.037698 fE(13'-2) 19-2 0.7 59 10-0 4 (See 15'8% 120 31.7 69-3% 0.9 Notes) 75 8-0 409.61 4.2600 0.037698 CV(14-0), BV(15-9%), 3fE(13- 85-0% 3.2 2) 75 8-0 8 (See 1110 140 35.7 Notes) 4 8-0 409.61 8.3900 0.001045 2EE(15-3) 42-4% 0.0 4 8-0 8 (See 638% 150 35.8 107-21/2 Notes) 9 8-0 409.61 7.7100 0.001388 2E(22-11%), EE(11-6), GV(5'- 170-11 0.2 1%), C(44'-8), Hyd 9 8-0 250.00 12 (See 103'10% 150 36.0 169-51/2 Notes) 1 8-0 659.61 11.3100 0.000518 2EE(15-1), T(69'-7%), 2E(31- 273-4 6.1 4),_GV(6-11%),_BFP(-6.0),_S 1 42.2 1 Hose Allowance At Source 0.00 Total(Pt) Route 1 1 1 659.61 , © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA 03.1.75.0 G-04 1/11/2018 8:33:56PM Page 6 Job Name: GPR RESORTS Remote Area Number: G-04 I I I I I I I I I I I I I I I I I Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) • Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 302 10-0 11.2 49.00 2 (See Notes) 1-6 120 19.1 '•" Route 2 ..... Sprinkler, P0(12-31/2) 12'-3Y2 0.000008 177 10-0 0.73 2.1570 13'-9V2 0.0 177 10,-0 45.58 3 85h/2 120 19.1 Flow (q) from Route 6 0.001895 328 10-0 40.23 3.2600 8-5% 0.0 328 10-0 48.38 3 4-6% 120 19.2 Flow (q) from Route 11 0.008168 175 10,-0 88.61 3.2600 4-6% 0.0 175 10-0 0.58 3 1541/2 120 19.2 Flow (q) from Route 3 0.008268 172 10-0 89.19 3.2600 154h/2 0.1 172 10-0 28.82 2 (See Notes) 128'-11V2 120 19.3 P0(11 2'-31/2), Flow (q) from Route 11 P0(12-31/2) 24'-7V2 0.061788 84 10-0 89.19 2.1570 153-6% ____________ 9.5 28.8 Total(Pt) Route 2 301 10-0 11.2 49.07 2 (See Notes) T 1'6 120 19.2 Route ..... Sprinkler, P0(12-3%) 12-3% 0.000006 175 10-0 0.58 2.1570 I 13-9% 0.0 19.2 Total(Pt) Route 3 301 10-0 11.2 49.07 2 (See Notes) 17'9 120 19.2 ..... Sprinkler 0.020006 296 10-0 48.48 2.1570 17-9 0.4 296 10,-0 11.2 49.52 2 (See Notes) 1098% 120 19.5 .Route4 Sprinkler, P0(12-3%) 12-3 V2 0.073553 86 10-0 - -----.--•- 98.00 2.1570 122-0 9.0 ______ ___________ 28.5 Total(Pt) Route 4 299 10-0 11.2 74.41 2 29-2 120 20.2 Route 5 ..... Sprinkler, Flow (q) from Route 6 ___________ 0.114848 147 10-0 124.69 2.1570 29-2 3.4 147 10-0 24.85 2 84'-2 120 23.5 Flow (q) from Route 3 0.049589 90 10-0 79.19 2.1570 84'-2 4.2 (©M.E.P.CAD, Inc. AutoSPRINK 2018 BETA 03.1.75.0 G-04 1/11/2018 8:33:56PM Page 7 Job Name: GPR RESORTS Remote Area Number: G-04 Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction (Foot) Elev(Pe) Loss Per Unit (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow when applicable, are added Friction(PQ Node 2 (Foot) . . (Q) Actual ID Length (Foot) Total (psi) directly to (P0 and shown as (Foot) 90 10-0 13.31 2 (See 1'6V2 120 27.7 Flow (q) from Route 10 1231/2 Notes) 88 10-0 80.84 2.1570 0.051518 13-10 P0(12-31/2) 0.7 88 10-0 135.00 4 13-7% 120 28.4 Flow (q) from Route 2 0.001873 13-7% 87 10-0 80.84 4.2600 0.0 87 10-0 18.47 + 107.61 2 (See 1412 120 28.4 Flow from Notes) 30-9 _______________ P0(12-3%), , (q) Route 4 and 5 77 10-0 1.88 2.1570 0.000049 -11 fE(6'-2), P0(12-3%) 171 0.0 77 10,-0 48.72 3 13-0 120 28.4 Flow (q) from Route 6 0.002403 13-0 60 10-0 45.73 3.2600 0.0 60 10-0 59.75 2 (See 167'2 120 28.5 Notes) P0(12-3%), Flow (q) from Route 12 30-9 _____________ 86 10,-0 5.20 2.1570 0.000322 197-11 fE(6'-2), P0(12-31/2) 0.1 28.5 Total(Pt) Route 5 310 10-0 5.6 21.91 1 (See 10-4 120 15.3 Route ..... Sprinkler, 5-0 Notes) 180 10,-0 21.91 1.0490 0.153998 15-4 P0(5-U) 2.4 180 10,-0 22.92 2 (See 10'-2% 120 17.7 Flow (q) from Route 7 12-3V2 Notes) 179 10,-0 44.82 2.1570 0.017300 22'-6 fT(12'-3%) 0.4 179 10-0 46.00 2 (See 4'-8 120 18.1 Flow (q) from Route 8 Notes) 1231/2 177 10,-0 90.82 2.1570 0.063891 P0(12-3%) 17-0 1.1 177 101-0 40.23 3 (See 3'10 120 19.1 Flow (q) from Route 2 Notes) 170 10-0 51.32 3.2600 13'-21/2 0.002973 fE(9'-5) 0.0 170 10-0 23.09 3 (See 17'-8% 120 19.2 Flow (q) from Route 10 Notes) 164 10-0 74.41 3.2600 0.005913 27-1% fE(9'.5) 0.2 164 101-0 2 (See 6-2 120 19.3 P0(12-3%) 12-31/2 Notes) 299 10-0 74.41 2.1570 0.044191 18-5% 0.8 , © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1 .75.0 G-04 1/11/2018 8:33:56PM Page 8 I I I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-04 I Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 20.2 Total(Pt) Route 6 304 101-0 5.6 22.92 1 (See Notes) 0'-6 120 16.7 Route ..... Sprinkler, P0(5-0) 5-0 0.167388 180 10,-0 22.92 1.0490 5' -6 0.9 17.7 Total(Pt) Route 7 315 10-0 5.6 22.97 1 (See Notes) 1-7 120 16.8 Route ..... Sprinkler, P0(5-0) 5-0 0.168079 194 10-0 22.97 1.0490 6'-7 1.1 194 10,-0 2 9-1 120 17.9 0.005022 183 10,-0 22.97 2.1570 9-1 0.0 183 10,-0 23.03 2 4-5 120 18.0 Flow (q) from Route 9 0.018150 179 10,-0 46.00 2.1570 4-5 0.1 18.1 Total(Pt) Route 8 306 10-0 .6 23.03 i (See Notes) 1'3 120 16.9 Route 9 ..... Sprinkler, P0(5-0) 5-0 • 0.168962 183 10,-c 23.03 1.0490 I 6'-3 1.1 18.0 Total(Pt) Route 9 303 101-0 5.6 23.09 i (See Notes) I 7-9% 120 17.0 Route 10 ..... Sprinkler, P0(5 0) 5-0 0.169810 170 10-0 23.09 1.0490 12-9% 2.2 19.2 Total(Pt) Route 10 475 101-0 5.6 24.18 2 (See Notes) 6-4 120 18.6 Route 11 ..... Sprinkler 0.005522 471 10-0 24.18 2.1570 6-4 0.0 471 10-0 5.6 24.20 2 (See Notes) 1110u/2 120 18.7 Sprinkler, P0(12-3%) 12-3 % 0.019925 328 10,-0 48.38 2.1570 24'-2 0.5 19.2 Total(Pt) Route 11 23 101-0 83.73 4 (See Notes) I 27-2 120 30.9 Route 12 ..... Flow (q) from Route 8 2fE(13'-2), fT(26'-4) 52'-8 0.000522 40.53 4.2600 79-10 0.0 NJ AutoSPRINK 2018 BETA v1 3.1.75.0 G-04 1/11/2018 8:33:56PM Page 9 44 10-0 © M.E.P.CAD, Inc. U I 1 U I I I I Job Name: GPR RESORTS Remote Area Number: G-04 I I I I Date: 1/11/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Total(Pt) Route 12 Fitting (Foot) __________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 30.9 97 10-0 41.53 2 (See T Notes) I 84-5 I 120 27.7 Route 13 ..... Flow (q) from Route 3 ff(1231/2) 12-3% 0.000038 90 10-0 1.65 2.1570 96-8% 0.0 27.7 Total(Pt) Route 13 102 10-0 69.57 3 13-7% I 120 28.4 Route 14 ..... Flow (q) from Route 11 0.002223 77 10-0 43.85 3.2600 1371/2 0.0 28.4 Total(Pt) Route 14 60 10-0 59.75 3 154h/2 120 28.5 Route 15 ..... Flow (q) from Route 12 0.001922 32 10-0 40.53 3.2600 15-4% 0.0 32 10-0 2 (See Notes) 14341/2 120 28.5 P0(12-3%) P0(12-3%) 2471/2 0.014361 23 10-0 40.53 2.1570 167-11% 2.4 30.9 Total(Pt) Route 15 97 10-0 41.53 2 (See Notes) 3101/2 120 27.7 Route 16 ..... Flow (q) from Route 3 P0(12-3%) 12-3% 0.016613 102 10-0 43.85 2.1570 43-4 0.7 28.4 Total(Pt) Route 16 147 10-0 24.85 2 (See Notes) 172-11 120 23.5 Route 17 ..... IT(12-3%), Flow (q) from Route 3 6fE(6-2), fT(12'-3%) 61-6% 0.017788 ______________ 97 10-0 45.50 2.1570 234-5 % 4.2 27.7 Total(Pt) Route 17 © M.E.P.CAD, Inc. F11 AutoSPRINK 2018 BETA v13.1.75.0 G-04 1/11/2018 8:33:56PM Page 10 I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-04 I Fithri(C120l)_._ Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter J I [J _FiftinLefld Jrj Date: 1/11/2018 C val6ie MjltipliF Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 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 111h° Elbow Ee2 22',4° Elbow 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. AutoSPRINK 2018 BETA v13.1 .75.0 G-04 1/11/2018 8:33:56PM Page 11 Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: GAR FIRE.cad Design Remote Area Number: G-01 Remote Area Location: GARAGE Occupancy Classification: Ordinary Group I Commodity Classification: OH1 Density: 0.l5gpm/ft2 Area of Application: 1500ft2 (Actual 1606ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 9 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 9 Type: 250.00 . at Node: 9 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 696.98 @53.1 Type of System: WET Volume of Dry or PreAction System: N/A I I I I I I I I Calculation Date: 1/11/2018 Allowance at Source Hydrant Hydrant Hydrant Hydrant 1/11/2018 8:33:59PM Page 1 I I I I I I I I I Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 5 KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: &© M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1 .75.0 G-01 Notes Automatic peaking results Left: N/A Right: 211.9 — — — — — — — — — — — •1 — — — — Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: G-01 Date: 1/11/2018 100 U) 0 50 90 80 rh] 60 40 30 20 Water Supply mary Sheet Sum Node: 1 static Pressure 63.0 '666.98 62.6 696.98 cL 53.1 ---- System demand cue 0. _00@22.0 111111111 111111111 111111111 II I 1111111 II III I I I I I I I I I 111 6200 7750 9300 10850 Flow - gpm 12400 13950 1L.11.I. (/A.© M.E.P.CAD, Inc. ( AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:34:01PM Page 2 I IsummarY.0fOutflawing,Devices, Job Number: 18-013 Reoort Descrintion: Ordinary Grouo I (G-01 1/11/2018 8:34:02PM Page 3 , © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 47.0 Sprinkler 209 57.65 49.00 11.2 26.5 Sprinkler 210 53.11 49.00 11.2 22.5 Sprinkler 211 25.78 19.50 5.6 21.2 Sprinkler 213 49.29 49.00 11.2 19.4 Sprinkler 214 49.00 49.00 11.2 19.1 Sprinkler 225 57.39 49.00 11.2 26.3 Sprinkler 226 53.53 49.00 11.2 22.8 Sprinkler 227 50.76 49.00 11.2 20.5 Sprinkler 228 50.47 49.00 11.2 20.3 c. Most Demanding Sprinkler Data I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-01 Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.6 696.98 53.1 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 8-0 Supply 53.1 696.98 9 8-0 Hydrant 47.0 250.00 209 10-0 Sprinkler 26.5 57.65 210 10-0 Sprinkler 22.5 53.11 211 10-0 Sprinkler 21.2 25.78 213 10-0 Sprinkler 19.4 49.29 214 10-0 Sprinkler 19.1 49.00 225 10-0 Sprinkler 26.3 57.39 226 10-0 Sprinkler 22.8 53.53 227 10-0 Sprinkler 20.5 50.76 228 10-0 Sprinkler 20.3 50.47 4 8-0 46.7 23 10-0 40.8 32 10-0 25.7 44 10-0 41.1 59 10-0 42.0 60 10-0 25.9 75 8-0 46.6 77 10-0 26.6 (,© M.E.P.CAD, Inc. 91 AutoSPRINK 2018 BETA vi 1/11/2018 8:34:04PM Page 4 I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-01 Date: 1/11/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 84 10-0 39.4 86 10-0 39.1 87 10-0 38.9 88 10-0 38.9 90 10-0 38.0 97. 10-0 32.6 102 10-0 26.8 147 10-0 37.9 164 10-0 38.7 172 10-0 38.8 175 10-0 38.8 177 10-0 38.8 I I I I (.©M.E.P.CAD, Inc. IN AutoSPRINK 2018 BETA v1 1/11/2018 8:34:04PM Page 5 I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-01 I I I I I I I I I Date: 1/11/2018 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PQ and shown as (Foot) 214 10-0 11.2 49.00 2 (See 1011% 120 19.1 l Sprinkler Notes) . Route 213 10-0 49.00 2.1570 0.020402 10-11% 0.2 213 10-0 11.2 49.29 2 (See 125 120 19.4 Sprinkler, 12-3% Notes) 211 10-0 98.29 2.1570 0.073945 2fE(6'-2) 248h/2 1.8 211 10-0 5.6 25.78 2 (See 114h/2 120 21.2 Sprinkler Notes) 210 10-0 124.06 2.1570 0.113776 114h/2 1.3 210 10-0 11.2 53.11 2 (See 2'-5 120 22.5 Sprinkler, Notes) 12'-31/2 32 10-0 177.17 2.1570 0.219960 P0(12-3%) 14'-8V2 3.2 32 10-0 3 154h/2 120 25.7 0.013892 60 10-0 118.07 3.2600 15-4% 0.2 60 10-0 59.75 2 10-6 120 25.9 P0(12-3%), Flow (q) from Route 12 12-3% 225 10-0 40.29 2.1570 0.014204 22-10 ______ 0.3 _ 225 10-0 11.2 57.39 2 (See 15671/2 120 26.3 Sprinkler, 18-51/2 Notes) 86 10-0 97.68 2.1570 0.073111 fE(6'-2), P0(12-3%) 175-1 12.8 86 10-0 64.02 + 22.12 4 15-41/2 120 39.1 Flow (q) from Route 2 and 12 0.022512 84 10-0 309.99 4.2600 15-4% 0.3 84 10-0 28.82 4 (See 291% 120 39.4 Flow (q) from Route 9 39-6 Notes) 44 10-0 330.23 4.2600 0.025306 fE(13'-2), fT(26-4) 68-7% 1.7 44 10-0 83.73 4 (See 60 120 41.1 Flow (q) from Route 7 13-2 Notes) 59 10,-0 446.98 4.2600 0.044306 fE(13-2) 19-2 0.8 59 10-0 4 (See 15-8% 120 42.0 69-31/2 0.9 Notes) 75 8-0 446.98 4.2600 0.044306 CV(14-0), BV(15-9%), 3fE(13'- 85-0 % 3.8 ________________ 2) © M.E.P.CAD, Inc. ffl AutoSPRINK 2018 BETA v1 3.1.75.0 G-01 1/11/2018 8:34:06PM Page 6 Date: 1/11/2018 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 75 8-0 8 (See Notes) 111 10 140 46.6 2EE(15'-3) 30-6% 0.001228 4 8-0 446.98 8.3900 42-41/2 0.1 4 8-0 8 (See Notes) 63'8% 150 46.7 2E(22'-ll%), EE(11'-6), GV(5'- 11/2), C(44'-8),_Hyd 107-2% 0.001631 9 8-0 446.98 7.7100 170-11 0.3 9 8-0 250.00 12 (See Notes) 103'10% 150 47.0 2EE(15'-l), 1(69-7%), 2E(31'- 4),_GV(6-111/2),_BFP(-6.0),_S 169-5% 0.000574 1 8-0 696.98 11.3100 273-4 6.2 0.00 53.1 Hose Allowance At Source Total(Pt) Route 1 1 696.98 228 10-0 11.2 50.47 2 (See Notes) 11 10-% 120 , 20.3 Route 2 ..... Sprinkler 227 10-0 50.47 2.1570 0.021546 10-11% 0.2 227 10-0 11.2 50.76 2 (See Notes) . 17'2% 120 20.5 Sprinkler, 2fE(6'-2) 12-3% 0.078090 226 10-0 101.23 2.1570 29-6% 2.3 226 10-0 11.2 53.53 2 (See Notes) 69 120 22.8 Sprinkler, P0(12-3%) 12-3% 0.171264 60 10-0 154.76 2.1570 18-0% 3.1 60 10-0 59.75 3 13-0 120 25. 9 Flow (q) from Route 12 77 10-0 232.54 3.2600 0.048675 13-0 0.6 77 10-0 48.72 2 (See Notes) 141'2 120 26.6 P0(12-3%), Flow (q) from Route 6 fE(6'-2), P0(12-3%) 30-9 0.071918 87 10-0 96.82 2.1570 171-11 12.4 87 10-0 18.47 + 107.61 4 13-0 120 38. 9 Flow (q) from Route 4 and 5 0.009936 86 10-0 199.22 4.2600 13-0 0.1 39.1 Total(Pt) Route 2 I Job Name: GPR RESORTS Remote Area Number: 0-01 I I I I I (,,©M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA 03.1.75.0 G-01 1/11/2018 8:34:06PM Page 7 I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: G-01 1 Date: 1/11/2018 Pipe Information Elev I Flow added s Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PU and shown as (Foot) ngqatau, ,,.h. 209 10-0 11.2 59.10 2 (See 128'10 120 26.5 Route ..... Notes) Sprinkler,, Flow (q) from Route 10 12-3% 23 10-0 116.75 2.1570 0.101683 P0(12-3%) ____________ 141-2 14.4 23 10-0 83.73 4 (See 272 120 40.8 Flow (q) from Route 8 52'8 Notes) 44 10-0 116.75 4.2600 0.003697 2fE(13'-2), fT(26'4) 79-10 0.3 41.1 Total(Pt) Route 3 164 10-0 43.15 3 (See 21-6% 120 38.7 Route ..... Flow (q) from Route 6 18-10 Notes) 177 10-0 43.15 3.2600 0.002158 2fE(9'-5) 40-4 0.1 177 10-0 45.58 2 (See 128'11% 120 38.8 Notes) P0(12-3%), Flow (q) from Route 6 24-7% 87 10-0 9.83 2.1570 0.001045 P0(12-3%) ____________ 153-6% 0.2 38.9 Total(Pt) Route 4 90 10-0 13.31 2 (See 1-61/2 120 38.0 Route 5 ..... Flow (q) from Route 10 12-3% Notes) 88 10-0 92.57 2.1570 0.066185 P0(12-3%) 13-10 09 88 10-0 135.00 4 13-7% 120 38.9 Flow (q) from Route 2 0.002406 87 10-0 92.57 4.2600 13-7% 0.0 38.9 Total(Pt) Route 5 147 10-0 24.85 2 (See T 354 120 379 Route ..... Flow (q) from Route 3 12-3% Notes) 164 10-0 43.15 2.1570 0.016128 P0(12-3%) 47-7% 0.8 38.7 Total(Pt) Route 6 97 100 41.53 2 (See T 845 120 32.6 Route 7 ..... Flow (q) from Route 3 [ 12-3% Notes) 90 10-0 84.02 2.1570 0.055323 fT(12'-3%) I 96-8% 5.4 38.0 Total(Pt) Route 7 13-7% 120 T 26.6 T Route 8 ..... 77 10-0 48.72 3 Flow (q) from Route 6 0.017976 102 10-0 135.72 3.2600 13-7% 0.2 , © M.E.P.CAD, Inc. Pffi AutoSPRINK 2018 BETA v13.1 .75.0 G-01 1/11/2018 8:34:06PM Page 8 I I I I I I I I I I I I I I' Job Name: GPR RESORTS Remote Area Number: G-01 I Date: 1/11/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 102 10-0 69.57 2 T 310h/2 120 26.8 P0(12-3%), Flow (q) from Route 11 12-3% 97 10-0 135.72 2.1570 I 43-4 0.134339 5.8 32.6 Total(Pt) Route 8 172 10-0 28.82 2 (See Notes) J 128111/2 120 38.8 Route ..... P0(12-3%), Flow (q) from Route 11 P0(12-3%) 24-7V2 0.003974 84 10-0 20.24 2.1570 I 153-6% _____________ 0.6 39.4 Total(Pt) Route 9 32 10-0 2 (See Notes) 1 14-6 120 25.7 Route 10 ..... P0(12-3%) 12-3% 0.028857 209 10-0 59.10 2.1570 I 26-10 0.8 26.5 Total(Pt) Route 10 147 10-0 24.85 2 1 84-2 120 37.9 Route 11 ..... Flow (q) from Route 3 0.000807 90 10-0 8.55 2.1570 84-2 0.1 38.0 Total(Pt) Route 11 97 10-0 41.53 2 (See Notes) T 172-11 120 32.6 Route 12 ..... fT(12-3%), Flow (q) from Route 3 6fE(6'-2), fT(12'-3%) 61-6% __________ 0.022532 _______________ 147 10-0 51.70 2.1570 I 234-5% 5.3 37.9 Total(Pt) Route 12 175 10-0 89.19 3 15-4% 120 38.8 Route 13 ..... Flow (q) from Route 2 [ 0.000532 172 10-0 20.24 3.2600 15-4% 0.0 38.8 Total(Pt) Route 13 177 10-0 45.58 3 13-0 120 38.8 Route 14 ..... Flow (q) from Route 6 0.001338 175 10-0 33.32 3.2600 13-0 0.0 175 10-0 2 (See 128-11% 120 38.8 P0(12-3%) P0(12-3%) Notes) 0.001773 24'-7Y2 86 10-0 13.08 2.1570 153-6% 0 39.1 Total(Pt) Route 14 © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA v1 3.1.75.0 G-01 1/11/2018 8:34:06PM Page 9 I Job Name: GPR RESORTS Remote Area Number: G-01 I I Equivalent Pipe Lengths of Valves and Fittings (C=120 Only) - Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Date: 1/11/2018 Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 I I I I I I I ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow 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 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221,40 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN 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 Cap I I I I I I I I I f, © M.E.P.CAD, Inc. Fil AutoSPRINK 2018 BETA v13.1.75.0 G-01 1/11/2018 8:34:06PM Page 10 I Hydraulic Calculations for I I I I I I I I I Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: GAR FIRE.cad Design Remote Area Number: GAR 03 Remote Area Location: GARAGE Occupancy Classification: Ordinary Group I Commodity Classification: OH1 Density: 0.15gpm/ft2 Area of Application: 1500ft2 (Actual 1565ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 11 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type 250.00 at Node: 9 Type 250.00 at Node: 9 Type 250.00 at Node: 9 Type 250.00 at Node: 9 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 702.91 @ 43.1 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 1/11/2018 Allowance at Source Hydrant Hydrant Hydrant Hydrant Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 5 KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: Notes Automatic peaking results Left: 211.9 Right: 211.9 1&© M.E.P.CAD, Inc. AutoSPRlNK 2018 BETA v13.1.75.0 GAR 03 1/11/2018 8:34:09PM Page 1 I I I I I I I I I — — — — — ----- — Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: CAR 03 Date: 1/11/2018 100— SWater upply Summary Sheet - - Node: 1 80— 70--- ::Static Pressure 63.0 102.91 62.5 60 — 50-- 70291 43.1 40 30 - System demand curve 00@22.0 20 111111111 111111111 II II II liii 111111111 II I I I I I I 0— q550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm © M.E.P.CAD, Inc. jr2 AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:34:11PM Page 2 I I I I I I I I I I I I I I I I I ISummary OfQuff!owingDevices Job Number: 18-013 Renort Descrintion: Ordina.v Groun I (GAR 031 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 37.0 Sprinkler 274 25.17 24.73 5.6 20.2 Sprinkler 277 50.19 49.00 11.2 20.1 Sprinkler 278 24.99 24.73 5.6 19.9 Sprinkler 281 52.14 49.00 11.2 21.7 Sprinkler 282 24.94 24.73 5.6 19.8 Sprinkler 263 49.17 49.00 11.2 19.3 Sprinkler 286 51.55 49.00 11.2 21.2 Sprinkler 287 24.94 24.73 5.6 19.8 c Sprinkler 288 49.00 49.00 11.2 19.1 Sprinkler 291 51.54 49.00 11.2 21.2 Sprinkler 293 49.29 49.00 11.2 19.4 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINl< 2018 BETA v13.1.75.0 1/11/2018 8:34:12PM Page 3 Job Name: GPR RESORTS Remote Area Number: GAR 03 Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.5 702.91 43.1 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 8-0 Supply 43.1 702.91 9 8-0 Hydrant 37.0 250.00 274 7-10 Sprinkler 20.2 25.17 277 10-0 Sprinkler 20.1 50.19 278 7-10 Sprinkler 19.9 24.99 281 10-0 Sprinkler 21.7 52.14 282 7-10 Sprinkler 19.8 24.94 283 10-0 Sprinkler 19.3 49.17 286 10-0 Sprinkler 21.2 51.55 287 7-10 Sprinkler 19.8 24.94 288 10-0 Sprinkler 19.1 49.00 291 10-0 Sprinkler 21.2 51.54 293 10-0 Sprinkler 19.4 49.29 4 8-0 36.7 23 10-0 31.0 32 10-0 27.8 44 10-0 31.0 59 10-0 31.9 60 10-0 27.8 © M.E.P.CAD, Inc. F91 AutoSPRINK 2018 BETA vi 1/11/2018 8:34:14PM Page 4 I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: CAR 03 Date: 1/11/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 75 8-0 36.6 77 10-0 27.7 84 10-0 28.5 86 10-0 28.1 87 10-0 27.9 88 10-0 27.8 90 10-0 26.0 97 10-0 26.0 102 10-0 27.6 147 10-0 19.2 164 10-0 21.7 172 10-0 22.4 175 10-0 22.3 177 10-0 22.1 I I I I I I ,© M.E.P.CAD, Inc. qj AutoSPRINK 2018 BETA vi 1/11/2018 8:34:14PM Page 5 I I I I I I I I I I I I I 1 I 1 I I 1 I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR 03 I Date: 1/11/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 288 10-0 11.2 49.00 2 (See Notes) 3-6 120 19.1 .Route I Sprinkler 0.003528 147 10-0 18.98 2.1570 3-6 0.0 147 10-0 24.85 2 12-10 120 19.2 Flow (q) from Route 3 0.016596 293 10-0 43.83 2.1570 12-10 0.2 293 10-0 11.2 49.29 2 (See 22'6 120 19.4 Sprinkler, P0(1 2'-3%) Notes) 0.066907 12'-3/2 164 10-0 93.11 2.1570 34-9V2 2.3 164 10-0 3 (See Notes) 2161/2 120 21.7 2fE(9-5) 18-10 0.008953 177 10-0 93.11 3.2600 40-4 0.4 177 10-0 45.58 3 13-0 120 22.1 Flow (q) from Route 6 0.018711 175 10-0 138.69 3.2600 13-0 0.2 175 10-0 3 154h/2 120 22.3 0.005330 172 10-0 70.35 3.2600 15-4% 0.1 172 10-0 28.82 2 (See Notes) 128111/2 120 22.4 P0(12-3%), Flow (q) from Route 11 P0(12-3%) 24-7 % 0.039833 % ______________ 84 10-0 70.35 2.1570 153-6 6.1 84 10-0 28.82 4 (See Notes) 29'-11/2 120 28.5 Flow (q) from Route 9 fE(13'-2), fT(26'-4) 39'-6 0.037059 44 10-0 405.84 4.2600 2.5 44 10-0 83.73 4 (See Notes) 60 120 31.0 Flow (q) from Route 7 fE(13'-2) 13-2 0.045399 59 10-0 452.91 4.2600 19-2 0.9 59 10-0 4 (See Notes) 15'8% 120 31.9 CV(14'-O), BV(15'-9%), 3fE(13- 2) 69-3% 0.045399 0.9 75 8-0 452.91 4.2600 85-0% 3.9 75 8-0 8 (See Notes) 111 10 140 36.6 2EE(15-3) 30-6% 0.001258 4 8-0 452.91 8.3900 42-4% 0.1 © M.E.P.CAD, Inc. 51 AutoSPRINK 2018 BETA v13.1.75.0 GAR 03 1/11/2018 8:34:16PM Page 6 Job Name: GPR RESORTS Remote Area Number: GAR 03 Date: 1/11/2018 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fitting & Device s s Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as _______ Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 8-0 8 (See Notes) 63-8% 150 36.7 2E(22'-11%), EE(11'-6), GV(5'- 11/2),_C(44-8),_Hyd 10721/2 0.001671 9 8-0 452.91 7.7100 170-11 0.3 9 8-0 250.00 12 (See Notes) 103-10% 150 37.0 2EE(15-1), 1(69-7%), 2E(31- 4),_GV(6-11V2),_BFP(-6.0),_S 169'-5/2 0.000583 1 8-0 702.91 11.3100 273-4 6.2 0.00 43.1 _______________ Hose Allowance At Source Total(Pt) Route 1 1 702.91 288 10-0 11.2 49.00 2 (See Notes) 16-4 120 19.1 Route ..... Sprinkler 0.008242 283 10-0 30.02 2.1570 16-4 0.1 283 10-0 11.2 49.17 2 (See Notes) 16- 120 34 19. Sprinkler 277 10-0 79.19 2.1570 0.049588 16-4 0.8 277 10-0 11.2 50.19 2 (See Notes) 48'0 120 20.1 Sprinkler 0.122972 90 10-0 129.39 2.1570 48-0 5.9 90 10-0 13.31 2 (See Notes) 1-6% 120 26.0 Flow (q) from Route 10 P0(12-3%) 1.8 12-3% 0.133020 88 10-0 135.00 2.1570 13-10 88 10-0 153.68 1371/2 120 27. 8 Flow (q) from Route 1 0.004837 87 10-0 135.00 4.2600 13-7% 0.1 87 10-0 18.47 + 107.61 4 13-0 120 27. 9 Flow (q) from Route 4 and 5 0.015626 86 10-0 254.47 4.2600 13-0 0.2 86 10-0 12.68 + 68.34 4 15'-4/2 120 28.1 Flow (q) from Route 8 and 13 0.026058 84 10-0 335.49 4.2600 15-41/2 0.4 28.5 Total(Pt) Route 2 & © M.E.P.CAD, Inc. 51 AutoSPRINK 2018 BETA v13.1 .75.0 GAR 03 1/11/2018 8:34:16PM Page 7 I I I 1 I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR 03 I I I I I I I I I I I I I I I I I Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Tool Flow (0) Actual ID Total (Foot) Friction(Pf) 287 7-10 5.6 24.94 2 (See Notes) 14-4% I 120 19.8 Route 3 ..... Sprinkler, 30-9 -0.9 147 10-0 24.85 2.1570 0.005808 3fE(6'-2), fT(12'-3%) I 45-2 0.3 19.2 Total(Pt) Route 3 287 T-110 5.6 24.94 2 (See Notes) 13-6% 120 19.8 Route 4 ..... Sprinkler 282 7-10 0.09 2.1570 0.000000 13-6% 0.0 282 7-10 5.6 24.94 2 (See Notes) 13'6% 120 19.8 Sprinkler 278 7-10 25.03 2.1570 0.005887 13-6% 0.1 278 7-10 5.6 24.99 2 (See Notes) 13'6% 120 19.9 Sprinkler 274 7-10 50.01 2.1570 0.021190 13-6% 0.3 274 7-10 5.6 25.17 2 (See Notes) 117'101/2 120 20.2 Sprinkler, 30-9 -0.9 97 10-0 75.18 2.1570 0.045041 3fE(6'-2), fT(12'-3%) 148-8 6.7 97 10-0 41.53 2 (See Notes) 84'-5 120 26.0 Flow (q) from Route 3 12-3% 90 10-0 5.61 2.1570 0.000370 fT(12'-3%) 96-8% 0.0 26.0 Total(Pt) Route 4 291 10-0 11.2 51.54 2 (See Notes) 17-9 120 21.2 Route ..... Sprinkler 286 10-0 5.96 2.1570 0.000414 17-9 0.0 286 10-0 11.2 51.55 2 (See Notes) 17'9 120 21.2 Sprinkler 281 10-0 57.51 2.1570 0.027434 17-9 0.5 281 10,-0 11.2 52.14 2 (See Notes) 5651/2 120 21.7 Sprinkler, 12-31/2 87 10-0 109.64 2.1570 0.090527 6.2 P0(12 -9 -3%)r6;7 ) 27.9 Total(Pt) Route 5 291 10-0 11.2 51.54 2 (See Notes) 37'0 120 21.2 Route 6 ..... Sprinkler, 12-3% 177 10-0 45.58 2.1570 0.017847 p0(12'3%) 49-31/2 0.9 , © M.E.P.CAD, Inc. Hj AutoSPRINK 2018 BETA v1 3.1.75.0 GAR 03 1/11/2018 8:34:16PM Page 8 I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR 03 1 I Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 22.1 Total(Pt) Route 6 j 23 10-0 83.73 4 (See Notes) 27-2 I 120 31.0 Route ..... Flow (q) from Route 8 2fE(13-2), fT(26-4) 52-8 0.000689 44 10-0 47.07 4.2600 79-10 0.1 31.0 Total(Pt) Route 7 60 10-0 59.75 2 (See Notes) 167-2 I 120 27.8 Route 8 ..... P0(12-3%), Flow (q) from Route 12 fE(6'-2), P0(12-3%) 30-9 _________ I 0.001674 ______________ 86 10-0 12.68 2.1570 197-11 0.3 28.1 Total(Pt) Route 8 102 10-0 6957 3 1371/2 120 27.6 Route ..... Flow (q) from Route 11 0.005221 77 10-0 69.57 3.2600 13-7% 0.1 77 10-0 48.72 2 (See Notes) 141-2 120 27.7 P0(12-3%), Flow (q) from Route 6 fE(6-2), P0(12-3%) 30-9 __________ 0.001043 _______________ 87 10-0 9.82 2.1570 171-11 0.2 27.9 Total(Pt) Route 9. 60 10-0 59.75 3 15-4% 120 27.8 Route 10 ..... Flow (q) from Route 12 0.002534 32 10-0 47.07 3.2600 15-4% 0.0 32 10-0 2 (See Notes) 143-4% 120 27.8 P0(12-3%) P0(12-3%) 24-71/2 0.018937 23 10-0 47.07 2.1570 167-11% 3.2 31.0 Total(Pt) Route 10 97 10-0 41.53 2 (See Notes) 31-0% 120 26.0 Route 11 ..... Flow (q) from Route 3 P0(12-3%) 12-3% 0.039020 102 10-0 69.57 2.1570 43-4 1.7 27.6 Total(Pt) Route 11 77 10-0 48.72 3 13-0 120 27.7 Route 12 ..... Flow (q) from Route 6 0.003940 60 10-0 59.75 3.2600 13-0 0.1 27.8 Total(Pt) Route 12 ( © M.E.P.CAD, Inc. Ffi AutoSPRINK 2018 BETA v1 3.1.75.0 GAR 03 1/11/2018 8:34:16PM Page 9 I Job Name: GPR RESORTS Remote Area Number: GAR 03 I Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as - (Foot) 175 10-0 2 (See T 128111/2 120 22.3 Route 13 ..... P0(1 2'-3%) 24'-71/2 Notes) 86 10-0 68.34 2.1570 0.037758 P0(12-3%) 153-6% 5.8 28.1 Total(Pt) Route 13 I I I (. © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1 .75.0 GAR 03 1/11/2018 8:34:16PM Page 10 I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: CAR 03 I I Equivalent Pipe Lengths of Valves and Fittings (Cl 20 only) Actual Inside Diameter 4.87 I =Factor Schedule 40 Steel Pipe Inside Diameter J I I I I 1 I I I I I I I I I I I 1 © M.E.P.CAD, Inc. 91 AutoSPRlNK 2018 BETA v13.1.75.0 Date: 1/11/2018 IC Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 GAR 03 1/11/2018 8:34:16PM Page 11 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 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node IT 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 Cap Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: GAR FIRE.cad Design Remote Area Number: GAR-02 Remote Area Location: GARAGE Occupancy Classification: Ordinary Group I Commodity Classification: OH1 Density: 0.15gpm/ft2 Area of Application: 1500ft2 (Actual 1557ft2) Coverage per Sprinkler: 324ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: 250.00 at Node: 9 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 728.45 @ 45.1 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 S KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: 211.9 M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1 .75.0 GAR-02 1/11/2018 8:34:19PM Page 1 I I I I I I I I I I I I I I I I I I I Calculation Date: 1/11/2018 Allowance at Source Hydrant Hydrant Hydrant Hydrant — — — — — — — — — — — — — — — - — — Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: GAR-02 Date: 1/11/2018 100 [Water Supply heet __L Summary - - Node: 1 80ff 70--- z Static Pressure 63.0 62.5 60 128.45cr C/) 0 SOT 72845 45.1 30 System demand curve 20 10 111111111 111111111 11111 II liii I I II I I I I I I I I I I I I I I I I I I I I I 0— 550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm Y ©M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 8:34:20PM Page 2 Job Number: 18-013 Reoort DescriDtion: Ordinary Grouo I (GAR-02 Device Actual Flow (gpm) Minimum Flow (gpm) K.Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 38.9 Sprinkler 235 52.44 49.00 11.2 21.9 Sprinkler 236 51.95 49.00 11.2 21.5 Sprinkler 237 51.94 49.00 11.2 21.5 Sprinkler 246 50.56 49.00 11.2 20.4 Sprinkler 247 49.29 49.00 11.2 19.4 Sprinkler 248 49.00 49.00 11.2 19.1 Sprinkler 249 49.02 49.00 11.2 19.2 Sprinkler 259 25.08 24.73 5.6 20.1 Sprinkler 260 24.85 24.73 5.6 19.7 Sprinkler 261 24.77 24.73 5.6 1 . ______________ I Sprinkler 262 24.76 24.73 5.6 19.6 Sprinkler 263 24.79 24.73 5.6 19.6 Most Demanding Sprinkler Data ,©M.E.P.CAD, Inc. ffl AutoSPRlNK 2018 BETA v1 3.1.75.0 1/11/2018 8:34:21PM Page 3 Job Name: GPR RESORTS Remote Area Number: GAR-02 Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.5 728.45 45.1 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 8-0 Supply 45.1 728.45 9 8-0 Hydrant 38.9 250.00 235 10-0 Sprinkler 21.9 52.44 236 10-0 Sprinkler 21.5 51.95 237 10-0 Sprinkler 21.5 51.94 246 10-0 Sprinkler 20.4 50.56 247 10-0 Sprinkler 19.4 49.29 248 10-0 Sprinkler 19.1 49.00 249 10-0 Sprinkler 19.2 49.02 259 7-10 Sprinkler 20.1 25.08 260 7-10 Sprinkler 19.7 24.85 261 7-10 Sprinkler 19.6 24.77 262 7-10 Sprinkler 19.6 24.76 263 7-10 Sprinkler 19.6 24.79 4' 8-0 38.6 23 10-0 32.2 32 10-0 23.0 44 10-0 32.4 59 10-0 33.4 M.E.P.CAD, Inc. AutoSPRINK 2018 BETA vi 1/11/2018 8:34:23PM Page 4 I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR-02 Date: 1/11/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 60 10-0 22.9 75 8-0 38.5 77 10-0 22.6 84 10-0 30.0 86 10-0 29.5 87 10-0 29.3 88 10-0 29.2 90 10-0 26.9 97 10-0 19.2 102 10-0 22.5 147 10-0 26.7 164 10-0 28.6 172 10-0 28.8 175 10-0 28.8 177 10-0 28.8 I I I I ,© M.E.P.CAD, Inc. 9,1 AutoSPRINK 2018 BETA vi 1/11/2018 8:34:23PM Paqe 5 I I I I I I I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR-02 I Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PQ shown as (Foot) ______________ 248 10-0 11.2 49.00 2 (See 16-1 120 19.1 Route Sprinkler Notes) 247 10-0 40.52 2.1570 0.014352 16-1 0.2 247 10-0 11.2 49.29 2 (See 16-1 120 19.4 Sprinkler Notes) 246 10-0 89.81 2.1570 0.062583 16-1 1.0 246 10-0 11.2 50.56 2 (See _________ 120 20.4 Sprinkler, 12-3 V2 Notes) 90 10-0 140.37 2.1570 0.142973 IT (12-3V2) 45-4 6.5 90 10-0 13.31 2 (See 1'6V2 120 26.9 Flow (q) from Route 10 12-3 V2 Notes) 88 10-0 153.68 2.1570 0.169062 P0(1 2'-3/2) 13-10 2.3 88 10-0 4 13-7% 120 29.2 87 10-0 153.68 4.2600 0.006147 13-7% 0.1 87 101-0 18.47 + 107.61 4 13-0 120 29. 3 Flow (q) from Route 4 and 5 0.018620 86 10-0 279.76 4.2600 13-0 0.2 86 10-0 64.02 + 22.12 4 1541/2 120 29.5 Flow (q) from Route 2 and 12 84 10-0 365.89 4.2600 0.030594 15-4% 0.5 84 10-0 28.82 4 (See 29'-1'/2 120 30.0 39'-6 Flow (q) from Route 9 Notes) 44 10-0 394.71 4.2600 0.035201 fE(13'-2), fT(26-4) 68-7V2 2.4 44 10-0 83.73 4 (See 60 120 32.4 Flow (q) from Route 7 13-2 Notes) 59 10-0 478.45 4.2600 0.050249 fE(13'-2) 19-2 1.0 59 10-0 4 (See 158'/2 120 33.4 6931,4 0.9 Notes) 75 8-0 478.45 4.2600 0.050249 CV(14-0), BV(15'-9V2), 3fE(13'- 8501,4 4.3 2) 75 8-0 8 (See 111 10 140 38.5 30-6% Notes) 4 8-0 478.45 8.3900 0.001392 2EE(15'-3) 42-4% 0.1 L, © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA v13.1.75.0 GAR-02 1/11/2018 8:34:25PM Page 6 I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR-02 I Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as flJ+k Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 4 8-0 8 (See Notes) 63'-8Y2 150 38.6 2E(22'-11V2), EE(11'-6), GV(5'- 11/2),_C(44'-8),_Hyd 107-2 V2 0.001850 9 8-0 478.45 7.7100 _______ 170-11 0.3 9 8-0 250.00 12 (See Notes) 103'10V2 150 38.9 2EE(15'-l), 1(69-7%), 2E(31'- 4),_GV(6-11V2),_BFP(-6.0),_S 169-5% 0.000623 1 8-0 728.45 11.3100 273-4 6.2 0.00 45.1 Hose Allowance At Source Total(Pt) Route 1 1 728.45 248 10-0 11.2 49.00 2 (See Notes) 16-1 120 19.1 Route 2 ..... Sprinkler 0.000796 249 10-0 8.48 2.1570 16-1 0.0 249 10-0 11.2 49.02 2 (See Notes) 3h1, 120 19.2 Sprinkler 0.027428 97 10-0 57.50 2.1570 311,4 0.1 97 10-0 41.53 2 (See Notes) 31'0V2 120 19.2 Flow (q) from Route 3 P0(12-3%) 12-31/2 . 0.074989 - 102 10-0 99.03 2.1570 43-4 3.2 102 10-0 3 13-7% 120 22.5 0.010034 77 10-0 99.03 3.2600 13-7% 0.1 77 10-0 48.72 3 13-0 120 22.6 Flow (q) from Route 6 0.021034 60 10-0 147.75 3.2600 13-0 0.3 60 10,-0 2 (See Notes) 167'2 120 22.9 P0(12-3%) M(6-2),P0(12-3%) 30-9 0.033455 86 10,-0 64.02 2.1570 197-11 6.6 29.5 Total(Pt) Route 2 262 7-10 5.6 24.76 2 (See Notes) 13-6% 120 19.6 Route 3 ..... Sprinkler 0.002800 263 7-10 16.75 2.1570 13-6% 0.0 (/y © M.E.P.CAD, Inc. @j AutoSPRINK 2018 BETA v13.1 .75.0 GAR-02 1/11/2018 8:34:25PM Page 7 Job Name: GPR RESORTS Remote Area Number: GAR-02 Date: 1/11/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Device s (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 263 7-10 5.6 24.79 2 (See 14'8 120 19.6 Sprinkler, 24'-7/2 -0.9 Notes) 97 10-0 41.53 2.1570 0.015025 2fE(6'-2), tT(12-3%) 39-3% 0.6 19.2 Total(Pt) Route 3 262 7-10 5.6 2476 2 (See 13.6h/2 120 19.6 .Route 4 ..... Sprinkler Notes) 261 7-10 8.01 2.1570 0.000716 136h/2 0.0 261 7-10 5.6 24.77 2 (See 1361/2 120 19.6 Sprinkler Notes) 260 7-10 32.78 2.1570 0.009699 13-6% 0.1 260 7-10 5.6 24.85 2 (See 136h/2 120 19.7 Sprinkler Notes) 259 7-10 57.63 2.1570 0.027544 13'-6'/2 0.4 259 7-10 5.6 25.08 2 (See 104-1 120 20.1 Sprinkler, 36-11 -0.9 Notes) 147 10-0 82.72 2.1570 0.053745 4M(6-2),2), fT(12-31/2) 7.6 147 10-0 43.83 2 (See 35'4 120 26.7 Flow (q) from Route 1 12-3% Notes) 164 10-0 69.40 2.1570 0.038848 P0(12-3%) 47-7% 1.9 164 10-0 93.11 3 (See 216h/2 120 28.6 Flow (q) from Route 1 18-10 Notes) 177 10-0 69.40 3.2600 0.005198 2fE(9-5) 40-4 0.2 177 10-0 2 (See 128'11V2 120 28.8 P0(12-3%) 2471/2 Notes) 87 10-0 18.47 2.1570 0.003355 P0(12-3%) 1536h/2 0.5 29.3 Total(Pt) Route 4 237 10-0 11.2 51.94 2 (See 163 120 21.5 5 ..... Sprinkler Notes) 236 10-0 3.22 2.1570 0.000133 16-3 0.0 236 10-0 11.2 51.95 2 (See 16-3 120 21.5 .Route Sprinkler Notes) 235 10-0 55.17 2.1570 0.025406 16-3 0.4 © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA 03.1.75.0 GAR-02 1/11/2018 8:34:25PM Page 8 I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR-02 Date: 1/11/2018 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total ________________ Friction(Pf) 235 10-0 11.2 52.44 2 (See Notes) I 65'-7% 120 21.9 Sprinkler, M(6-2),M(6-2),P0(12-31/2) 1851,4 0.087445 87 10-0 107.61 2.1570 I 84-1 7.4 29.3 Total(Pt) Route 5 237 10-0 11.2 51.94 2 (See Notes) 1 43-0 120 21.5 Route 6 ..... Sprinkler, P0(12-31/2) 12-3 V2 0.020187 77 10-0 48.72 2.1570 56-4 1.1 22.6 Total(Pt) Route 6 23 10-0 83.73 4 (See Notes) J 27-2 120 32.2 Route 7 ..... Flow (q) from Route 8 2fE(13'-2), fT(26'-4) 52'-8 0.001999 44 10-0 83.73 4.2600 I 79-10 0.2 32.4 Total(Pt) Route 7 60 10-0 4029 3 154h/2 120 22.9 Route ..... Flow (q) from Route 1 0.007356 32 10-0 83.73 3.2600 15'-4/2 0.1 32 10-0 2 (See Notes) 143'-4V2 120 23.0 P0(12-3%) P0(12-3%) 2471/2 0.054977 23 10-0 83.73 2.1570 167-11V2 9.2 32.2 Total(Pt) Route 8 172 10-0 28.82 2 (See Notes) I 128-11% 120 28.8 Route ..... P0(12-3%), Flow (q) from Route 11 P0(12-3%) 24-7% _________ 0.007643 _____________ 84 10-0 - 28.82 2.1570 153-6% 1.2 30.0 Total(Pt) Route 9 147 101-0 43.83 2 T 84-2 120 26.7 Route 10 ..... Flow (q) from Route 1 F 0.001831 90 10,-0 13.31 2.1570 84-2 0.2 26.9 Total(Pt) Route 10 175 10-0 70.35 3 15-41/2 120 28.8 Route 11 ..... Flow (q) from Route 1 0.001023 172 10-0 28.82 3.2600 15-4% 0.0 28.8 Total(Pt) Route 11 , © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA v1 3.1.75.0 GAR-02 1/11/2018 8:34:25PM Page 9 I LI I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR-02 Date: 1/11/2018 Pipe Information Elev I Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (0) Actual ID Length (psi) directly to (Pf) and shown as __________________ 13 -0 120 28.8 Route 12 ..... 177 10-0 138.69 3 Flow (q) from Route 1 175 10-0 50.94 3.2600 0.002933 13-0 0.0 175 10-0 2 (See 128-11% 120 28.8 P0(12-3%) 24-7% Notes) 86 10-0 22.12 2.1570 0.004683 PO(12-31/2) 153-6% 0.7 29.5 Total(Pt) Route 12 I I I I I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 GAR-02 1/11/2018 8:34:25PM Page 10 I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: GAR-02 'Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter J a Date: 1/11/2018 Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ArigV Angle Valve BFP Backflow Preventer cplg Coupling DelV Deluge Valve EE 45° Elbow Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wtrsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow IT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve I I I : 1 I I I I I 1 © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA 03.1.75.0 GAR-02 1/11/2018 8:34:25PM Page 11 I I I I I I I I I I I I 0I I I I I I I Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, , CARLSBAD, CA Drawing Name: Li FIRE.cad Design Remote Area Number: (1) Bi Remote Area Location: LEVEL 01 Occupancy Classification: Light Hazard Commodity Classification: LIGHT Density: 0.1ogpm/ft2 Area of Application: 300ft2 (Actual 281ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 306.55 @ 46.7 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 5 KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: 42.4 Right: N/A M.E.P.CAD, Inc. n. ,I AutoSPRlNK 2018 BETA vi3.1 .75.0 (1) Bi Calculation Date: 1/11/2018 Allowance at Source 1/11/201810:01:25PM Page 1 1/11/2018 10:01:27PM Page 2 AutoSPRINK 2018 BETA v13.1.75.0 ©M.E.P.CAD, Inc. 0 40 Hydraulic Graph Job Name: GPR RESORTS N 1.85 RemoteArea Number: (1) Bi Date: 1/11/2018 90 80 70 60 30 20 10 iii 100 Supply mary Sheet Sum Node: I Available. Static Pressure 06.55 Supply 63.0 62.9 306.55 46.7 - System demand cue _____ 111111111 111111111 111111111 ____________ II 111111 I I I I I I I I I I I I 6200 9300 7750 10850 Flow - gpm 12400 13950 iI11I'Ie] — — — — — -, - - - - - - - - - - - MM Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: (1) Bi Date: 1/11/2018 100 BOR - Summary Sheet 90 80— 70T Available Supply Static Pressure 63.0 60 :56.55 c 62.9 — 50 6.55 @ 36.9 30- 8000.00 22.0 I st em emand cjve______ _________ 10 0Wh1hhhhhhhhh 111111111 111111111 IIIIIIII III 111111111 11111 I I I I I I I I I I I I 550 3100 4650 6200 7750 9300 10850 12400 13950 15500 Flow - gpm &©M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 10:01:27PM Page 3 Job Number: 18-013 Reoort Descriotion: Liaht Hazard ((1) Bi' I 111 Isummary0f Outflàwing Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) - Hydrant 9 250.00 250.00 0 40.7 c' Sprinkler 832 13.00 13.00 4.9 7.0 Sprinkler 864 13.33 13.00 4.9 7.4 Sprinkler 882 15.18 13.00 4.9 9.6 Sprinkler 883 15.05 13.00 4.9 9.4 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. F,11 AutoSPRINK 2018 BETA v13.1 .75.0 1/11/2018 10:01:28PM Page 4 I I I I I I I [I I I I I I I 1 I Job Name: GPR RESORTS Remote Area Number: (1) Bi Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.9 306.55 46.7 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-0 Supply 46.7 306.55 9 4-0 40.7 250.00 832 9-1 Sprinkler 7.0 13.00 864 9-1 Sprinkler 7.4 13.33 882 7-7 Sprinkler 9.6 15.18 883 7-7 Sprinkler 9.4 15.05 4 4-0 40.7 66 4-8 39.6 75 -4-0 40.7 178 9-6 7.4 238 8-9 9.6 240 8-9 9.3 400 8-9 27.8 529 1-0 38.3 534 4-0 Gauge 36.9 547 8-9 33.8 © M.E.P.CAD, Inc. Iffl AutoSPRINK 2018 BETA vi 12 1/11/2018 10:01:30PM Page 5 I I I I LI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (1) Bi Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a ej''' Fitting (Foot) Pt Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 832 9-1 4.9 13.00 i (See Notes) 12-5 V2 150 7.0 Route 1 ..... Sprinkler, 5-0 -0.2 178 9'-6 13.00 1.1010 0.030666 1(5-0) 17-5% 0.5 178 9-6 13.33 1 (See Notes) 65 150 7.4 Flow (q) from Route 2 10-0 0.3 238 8-9 26.33 1.1010 0.113149 E(5'-O), T(5-O) 16-5 1.9 238 8-9 30.23 i (See Notes) 292 150 9.6 Flow (q) from Route 3 400 8-9 56.55 1.1010 0.465517 2E(5'-O) 39-2 18.2 400 8'-9 2 (See 1733 150 27.8 65-0 Notes) 547 8-9 56.55 2.0030 0.025250 5E(9'-O), T(10'-O), fE(9'-o), cplg 238-3 6.0 547 8-9 2 (See 4'10 120 33.8 33-10 2.1 Notes) - 534 4-0 56.55 2.1570 0.026599 CV(8'-O), BV(7-4V2), fE(6-2), P0(12-3%), BOR 38-8 1.0 534 4-0 4 (See 16-6 120 36.9 39-6 1.3 .Notes) 529 1-0 56.55 4.2600 0.000967 fT(26-4), fE(13-2) 56-0 0.1 529 1-0 4 (See 960 120 38.3 65-10 1.2 Notes) 66 -1-8 56.55 4.2600 0.000967 5fE(13'-2) 161-10 0.2 66 -1-8 4 (See 150h/2 120 39.6 82-5 % 1.0 Notes) 75 4-0 56.55 4.2600 0.000967 CV(14'-0), BV(15'-9V2), fT(26-4 ), 97-6% 0.1 75 4-0 8 (See 111i0 140 40.7 306h/2 Notes) 4 4-0 56.55 8.3900 0.000027 2EE(15-3) 424h/2 0.0 4 4-0 8 (See 63'8% 150 40.7 107-2% Notes) 9 4-0 56.55 7.7100 0.000036 2E(22-11%), EE(11-6), GV(5'- 11/2),_C(44-8),_Hyd 170-11 0.0 9 4-0 250.00 12 (See 103'10V2 150 40.7 169-51/2 Notes) 1 4-0 306.55 11.3100 0.000126 2EE(15-1), 1(69-7%), 2E(31- 4), GV(6-111/2), BFP(-6.0), S 2734 6.0 © M.E.P.CAD, Inc. F11 AutoSPRINK 2018 BETA v13.1.75.0 (1)B1 1/1112018 10:01:32PM Page I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (1)61 I Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Per Unit when applicable, are added TotalLoss Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as - (Foot) 0.00 46.7 Hose Allowance At Source Total(Pt) Route 1 1 306.55 864 9-1 4.9 13.33 i (See Notes) 0'5% 150 74 Route 2 ..... Sprinkler, 1(5-0) 5-0 0.032115 -0.2 178 9-6 13.33 1.1010 5-5% 0.2 7.4 Total(Pt) Route 2 883 7-7 4.9 15.05 1 (See Notes) 5'-31A 150 9.4 Route ..... Sprinkler, E(5'-O) 5-0 0.040203 -0.5 240 8-9 15.05 1.1010 1031/z 0.4 240 8-9 15.18 1 1-7 150 9.3 Flow (q) from Route 4 0.146077 238 8-9 30.23 1.1010 1-7 0.2 9.6 Total(Pt) Route 3 882 7-7 4.9 15.18 1 (See Notes) 1-21/2 150 9.6 Route 4 ..... Sprinkler, T(5'-O) 5-0 0.040840 -0.5 240 8-9 15.18 1.1010 6-21/2 0.3 9.3 Total(Pt) Route 4 I I I © M.E.P.CAD, Inc. F11 AutoSPRINK 2018 BETA 03.1.75.0 (1) Bi 1/11/2018 10:01:32PM Page 7 AngV Angle Valve BFP Backflow Preventer cplg Coupling DelV Deluge Valve EE 45° Elbow Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SEx Seismic Flex T Tee Flow Turn 90° WirE Wirsbo I Job Name: GPR RESORTS Remote Area Number: (1)81 I [Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter / I I I I I b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow IT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve Date: 1/11/2018 Value Multiplier _ Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 I I I I I I I I I I I © M.E.P.CAD, Inc. NJ AutoSPRlNl< 2018 BETA v13.1.75.0 (1)81 1/11/2018 10:01:32PM Page 8 I I I I I I I I I I I I I I I I I I I Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: L2 FIRE.cad Design Remote Area Number: (2)B1 Remote Area Location: LEVEL 02 Occupancy Classification: Light Hazard Commodity Classification: LIGHT Density: 0.logpm/ft2 Area of Application: 281ft2 (Actual 281ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 9 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 306.55 @ 43.8 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 5 KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: 40.4 Right: N/A M.E.P.CAD, Inc. AutoSPRlNK 2018 BETA v13.1 .75.0 (2) Bi Calculation Date: 1/11/2018 1/11/201810:12:17PM Page 1 Allowance at Source Hydrant — — — — — — — — — — — — — — _ — — — — Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: (2) 131 Date: 1/11/2018 90 80 70 60 I!) 50 40 0. 30 20 10 . 100 Supply Summary Sheet Node: I - -Available Static Pressure 106.55 Supply 63.0 62.9 43.8 System demand cue it 0. 00©22.0_____ j U •IIIlIIIl 111111111 P11111111 111111111 II I III III I II I I II I I I I I I 6200 9300 7750 10850 Flow - gpm 12400 13950 1L.111.I.] ©M.E.P.CAD, Inc. t AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 10:12:19PM Page 2 Job Number: 18-013 Rnort Descrintion Liciht I-17rd ((2) R1 Sumthary..OfOutfloingD'evices -J Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 37.8 C> Sprinkler 1255 13.00 13.00 4.9 7.0 Sprinkler 1306 13.33 13.00 4.9 7.4 Sprinkler 1343 15.18 13.00 4.9 9.6 c Most Demanding Sprinkler Data (, © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 10:12:20PM Page 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (2) Bi Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.9 306.55 43.8 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -14-0 Supply 43.8 306.55 9 -14-0 37.8 250.00 1255 9-1 Sprinkler 7.0 13.00 1308 9-1 Sprinkler 7.4 13.33 1343 7-7 Sprinkler 9.6 15.18 1345 7-7 Sprinkler 9.4 15.05 4 -14-0 37.8 66 -11-8 36.6 75 -14-0 37.8 241 9-6 7.4 355 8-9 9.6 358 8-9 9.3 528 8-9 13.0 529 -9-0 35.3 584 8-9 21.1 595 8-9 16.7 765 4-0 29.6 781 8-9 26.6 829 4-0 Gauge 29.3 © M.E.P.CAD, Inc. 9NAutoSPRINK 2018 BETA vi 1/11/2018 10:12:22PM Page 4 Job Name: GPR RESORTS Remote Area Number: (2) Bi Date: 1/11/2018 1&,© M.E.P.CAD, Inc. 1,1 AutoSPRINK 2018 BETA v1 1/11/2018 10:12:22PM Page 5 Job Name: GPR RESORTS Remote Area Number: (2) Bi Date: 1/11/2018 (2) Bi 1/11/2018 10:12:23PM Page 6 © M.E.P.CAD, Inc. 11 AutoSPRINK 2018 BETA v13.1.75.0 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as 2 flflJ2tiup ,,.I..p Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 1255 9-1 4.9 13.00 i (See Notes) 12.5h/2 150 7.0 Route I Sprinkler, E(5'-O) 5-0 0.030666 -0.2 241 9-6 13.00 1.1010 17-5% 0.5 241 9-6 13.33 1 (See Notes) 6-5 150 7.4 Flow (q) from Route 2 E(5-0), 1(5-0) 0.113149 0.3 355 8-9 26.33 1.1010 16-5 1.9 355 8-9 30.23 11/4 (See Notes) 11'2% 150 9.6 Flow (q) from Route 3 2E(6'-O) 12-0 0.147530 528 8-9 56.55 1.3940 23-2% 3.4 528 8-9 1% (See Notes) 9'8 120 13.0 2E(3'-O) 6-0 0.234160 595 8-9 56.55 1.3800 15-8 3.7 595 8-9 1% 30-1 150 16.7 0.147530 584 8-9 56.55 1.3940 30-1 4.4 584 8-9 2 (See Notes) 1516 150 21.1 5E(9-0), 1(10-0), fE(9-0), cplg (1-0) 65-0 0.025250 781 8-9 56.55 2.0030 216-6 5.5 781 8-9 2 (See Notes) 3'10 120 26.6 CV(8-0), BV(7-41/2), fE(6-2), BOR 21-6% 0.026599 2.1 829 4-0 56.55 2.1570 25-4% 0.7 829 4-0 2 (See Notes) 10 120 29.3 P0(12-3%) 12-3% 0.026599 765 4-0 56.55 2.1570 133h/2 0.4 765 4-0 4 (See Notes) 17'0 120 29.6 fT(26-4), fE(13'-2) 39'-6 0.000967 5.6 529 -9-0 56.55 4.2600 56-6 0.1 529 -9-0 4 (See Notes) 960 120 35.3 51E(13'-2) 65-10 0.000967 1.2 66 -11-8 56.55 4.2600 161-10 0.2 66 -11-8 4 (See Notes) 1501/2 120 36.6 CV(14'-0), BV(15'-91/2), fT(26-4 ), 825h/2 0.000967 1.0 75 -14-0 56.55 4.2600 97-6% 0.1 I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (2) Bi I I I I I I I I I Date: 1/11/2018 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit Total (psi) Elev(Pe) ________________ Node 2 Elev 2 (Foot) .- Total Flow (Q) Actual ID __________ (Foot) ________________ Friction(Pf) 75 -14-0 8 (See Notes) 111 10 140 37.8 2EE(15'-3) 306h/2 0.000027 4 -14-0 56.55 8.3900 42-41/2 0.0 4 -14-0 8 (See Notes) 63'-8V2 150 37.8 2E(22'-11V2), EE(11'-6), GV(5'- 11/2),_C(44'-8),_Hyd 107-2% 0.000036 9 -14-0 56.55 7.7100 170-11 0.0 9 -14-0 250.00 12 (See Notes) 103'10% 150 37.8 2EE(15'-1), T(69'-7/2), 2E(31'- 4),_GV(6'-11%),_BFP(-6.0),_S 169-5% 0.000126 1 -14-0 306.55 11.3100 273-4 6.0 0.00 43.8 Hose Allowance At Source Total(Pt) Route 1 1 306.55 1308 9-1 4.9 13.33 1 (See Notes) 0-5% 150 7.4 Route 2 ..... Sprinkler, T(5'-O) 5-0 0.032115 -0.2 241 9-6 13.33 1.1010 5-5% 0.2 7.4 Total(Pt) Route 2 1345 7-7 4.9 15.05 i (See Notes) 150 9.4 Route 3 ..... Sprinkler, E(5'-O) 5-0 0.040203 -0.5 358 8-9 15.05 1.1010 10-3% 0.4 358 8-9 15.18 1 1-7 ___ 150 9.3 Flow (q) from Route 4 0.146077 355 8-9 30.23 1.1010 1-7 0.2 9.6 Total(Pt) Route 3 1343 7-7 4.9 15.18 1 (See Notes) i'21/2 J 150 9.6 Route 4 ..... Sprinkler, T(5'-O) t 0.040840 -0.5 358 8-9 15.18 1.1010 6-2% 0.3 9.3 Total(Pt) Route 4 © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA v13.1.75.0 (2) B1 1/11/2018 10:12:23PM Page 7 Job Name: GPR RESORTS Remote Area Number: (2) Bi I I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 487 I = Factor Schedule 40 Steel Pipe Inside Diameter ) I I I I I I I I I I Date: 1/11/2018 C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 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 111,40 Elbow Ee2 22/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT 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 SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I I I I I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA 03.1.75.0 (2) Bi 1/11/2018 10:12:23PM Page 8 Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Atcon Model: (#070) Threaded Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:27651b Adjusted Load Rating:19551b Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42" Make:Aicon Model: (#030/040) Sway Brace (Model K) JR Value: 200 Listed Load Rating: 27651b Adjusted Load Rating: 19551b Maximum Horizontal Load: 13101b Seismic Brace Assembly Detail Maximum Spacing: 30'0 (Provide Detail On Plans) Fastener Information I - /,x 1'h Machine (Hex) Bolt Orientation of Connecting Surface: NFPA Type "E" - #030/040) Sway Brace (Model K) Fastener #070) Threaded Attachment Construction Type: Steel Type: Machine (Hex) Bolt Pipe, Schedule 4O Size: %xl% _ race Identification Number: LAT Maximum Load: 20501b L----obeshownonpn) Lateral Brace (, © M.E.P.CAD, Inc. Fig AutoSPRINK 2018 BETA v13.1.75.0 1/11/201612:53:06PM Page 1 I I I I I I I I I I I I I I I I I I Seismic Bracing Calculations Sprinkler System Load Calculation (Fpw = CpWp) Cp 0.56 Diameter Description Unit Quantity Quantity Unit Weight Weight (Wp) 1 Pipe, Blazemaster (3)0'-7%+(5)0'-4+(2)0'-4%+0'- 94-9 lIb 661b 2 Pipe, Blazemaster 6%+1O'-6+(8)1-1+10'-1'h+(3) 0'-81/2+5'-7Y2+5'-2+3'-11+1'-11 41/z+6'1+O'11+2'2+3'7+1'9 1'-4Y2+16'-10 18-21/2 21b 41 lb 11/4 Pipe, Blazemaster 2'-7%+2'-3+4'-10%+0'-8+1'-5+ 15-5 llb 171b 1 '-2%+2'-4Yz Subtotal Weight (Wp) 1241b Wpxl.150000 1431b Total Load (Fpw)l 801b & © M.E.P.CAD, Inc. F11 AutOSPRINK 2018 BETA 03.1.75.0 1/11/201812:53:06PM Page 2 I I I I I I I I I I I I I I I I I I I Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#070) Threaded Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:27651b Adjusted Load Rating:19551b Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:" 0.42" Make:Afcon Model: (#030/040) Sway Brace (Model K) UR Value:" 200 Listed Load Rating: 27651b Adjusted Load Rating: 19551b Maximum Horizontal Load: 13101b Seismic Brace Assembly Detail Maximum Spacing: 30-0 (Provide Detail On Plans) Fastener Information - x I Y Machine (Hex) Bolt -I Orientation of Connecting Surface: NFPA Type "E" #030/040) Sway Brace (Model K) . Fastener I #070) Threaded Attachment End Construction Type: Steel I Type: Machine (Hex) Bolt 1 Pipe. Schedule 40 Size. /X 1/ I race Identification Number: LNG Maximum Load: 20501b - robeshownonpn) - - L - - LateralBrace Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.56 Diameter Description Unit Quantity Quantity Unit Weight Weight(Wp) 2 Pipe, Blazemaster 0'-10%+2'-10+5'-6+16'-10+2'-1 30-9% 21b 711b 0%+(2)0'-9%+0'-3% Subtotal Weight (Wp) 71 lb Wpxl.150000 811b Total Load (Fpw)l 461b (, © M.E.P.CAD, Inc. 11 AutoSPRINK 2018 BETA v13.1.75.0 1/11/201 812:53:O6PM Page 3 E I I [1 I I I I LI I I I U I I 11 I I I I I I I I I I I I I I I I .1 I I I I Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: L3 FIRE.cad Design Remote Area Number: (3)A1 Remote Area Location: LEVEL 03 Occupancy Classification: Light Hazard Commodity Classification: LIGHT Density: 0.1og pm/ft2 Area of Application: 381ft2 (Actual 381ft2) Coverage per Sprinkler: 130ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 4 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 9 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 311.17 @51.4 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 S KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A tk© M.E.P.CAD, Inc. AutoSPRlNK 2018 BETA v13.1 .75.0 (3) Al Calculation Date: 1/11/2018 1/11/201810:14: 38PM Page 1 Allowance at Source Hydrant 15500 12400 13950 6200 9300 7750 10850 Flow - gpm 1/11/2018 10:14:39PM Page 2 AutoSPRINK 2018 BETA v13.1.75.0 ©M.E.P.CAD, Inc. 90 80 60 a- 50 CD 40 30 20 Me Supply mary Sheet Sum Node: I -Available Static Pressure -311.17 - Supply 63.0 62.9 31 1.17 51.4 ystem demand curve 0. 00@22.0_____ IIIIIIIII 111111111 111111111 IllIllIlt II liii III 111111 I I I I I I I I I I I Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: (3)A1 Date: 1/11/2018 100 Job Number: 18-013 Reoort Descriotion: Liaht Hazard ((3) All j SummarytofQutfIwing Deyices ..._.j Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 45.4 C> Sprinkler 1659 13.00 13.00 4.9 7.0 Sprinkler 1710 14.02 13.00 4.9 8.2 Sprinkler 1727 15.16 13.00 4.9 9.6 c Most Demanding Sprinkler Data CM, ©M.E.P.CAD, Inc. AutoSPRlNK 2018 BETA v13.1.75.0 1/11/2018 10:14:40PM Page 3 I I ri I I I I Li I I I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (3) Al Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.9 311.17 51.4 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -24-0 Supply 51.4 311.17 9 -24-0 45.4 250.00 1659 9-1 Sprinkler 7.0 13.00 1710 7-7 Sprinkler 8.2 14.02 1727 7-7 Sprinkler 9.6 15.16 1765 . 7-10½ Sprinkler 15.0 19.00 4 -24-0 45.4 66 -21-8 44.3 75 -24-0 45.4 200 8-9 7.9 346 8-9 1 9.9 376 8-9 15.0 529 -19-0 42.9 674 8-9 23.2 972 4-0 32.9 983 4-0 Gauge 32.5 991 8-9 29.7 ,© M.E.P.CAD, Inc. qj AutoSPRINK 2018 BETA vi 1/1112018 10:14:42PM Page 4 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Length (Foot) Devices Equiv. (Foot) Length Total (Foot) (Foot) C Factor ______________ Total(Pt) ________________ Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Friction(Pf) 1659 9-1 4.9 13.00 i (See 8-5 Notes) 16-0 23-5 150 7.0 Route I ..... Sprinkler, 3E(5'O) 0.030666 0.1 200 8-9 13.00 1.1010 0.7 200 8-9 14.02 1 (See 1171/z Notes) 5-0 1671,4 150 7.9 Flow (q) from Route 2 E(5-0) 2.0 0.118723 346 8-9 27.02 1.1010 346 8-9 15.16 i (See 1401,4 Notes) s'-o 19-01/2 150 9.9 Flow (q) from Route 3 T(5'-O) 0.270560 376 8-9 42.18 1.1010 5.2 376 8-9 19.00 1% (See 29'-8 Notes) 18-0 I 47-8 150 15.0 Flow (q) from Route 4 2E(6'-O), T(6'-O) 0.170585 674 8-9 61.17 1.3940 8.1 674 8-9 2 (See 161'7 Notes) 61-0 -7 222 150 23.2 4E(9'-O), 2EE(2'-O), 1(10-0), IT (10-0),_cplg(1'-0) 0.029195 991 8-9 61.17 2.0030 6.5 991 8-9 2 (See 3'10 Notes) 21-6% 25-4% 120 29.7 CV(8'-O), BV(7-4%), fE(6-2), BOR 0.030756 2.1 983 4-0 61.17 2.1570 0.8 983 4-0 2 (See 11 0 Notes) 12-3% I 13-3% 120 32.5 P0(12-3%) 0.030756 972 4-0 61.17 2.1570 0.4 972 4-0 4 (See 27'0 Notes) 39-6 66-6 120 32.9 if(26'-4), fE(13'-2) 0.001118 10.0 529 -19-0 61.17 4.2600 0.1 529 -19-0 4 (See 960 Notes) 65-10 161-10 120 42.9 5fE(13'-2) 0.001118 1.2 66 -21-8 61.17 4.2600 0.2 66 -21-8 4 (See 15'O% Notes) 82-5% 97-6% 120 44.3 CV(14-0), BV(15'-9%), fT(26'-4 ),2fE(13'-2) 0.001118 1.0 75 -24-0 61.17 4.2600 0.1 75 -24-0 8 (See 111 10 Notes) 30-6% 42-4% 140 45.4 2EE(15'-3) 0.000031 4 -24-0 61.17 8.3900 0.0 ( © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA vi 3.1.75.0 (3) Al 1/11/2018 10:14:44PM Page 5 I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (3) Al Date: 1/11/2018 I Job Name: GPR RESORTS Remote Area Number: (3) Al I I I I I Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) nagtha 4 -24-0 8 (See 63'8V2 150 45.4 107.21/2 Notes) 9 -24-0 61.17 7.7100 0.000041 2E(22'-11V2), EE(11'-6), GV(5- 170-11 0.0 11/2), C(44-8),_Hyd 9 -24-0 250.00 12 (See 103'10V2 150 45.4 169'-5/2 Notes) -24-0 311.17 11.3100 0.000129 2EE(15-1), 1(69.71,4), 2E(31- 273-4 6.0 4), GV(6-1V/2), BFP(-6.0), S 51.4 Hose Allowance At Source 0.00 Total(Pt) Route 1 1 311.17 1710 7-7 4.9 14.02 i (See 1.21,4 150 8.2 Route ..... Sprinkler, 6-0 -0.5 Notes) 200 8-9 14.02 1.1010 0.035274 T(5'-O) 6'- 21/2 0.2 7.9 Total(Pt) Route 2 1727 7-7 4.9 15.16 1 (See 5-0 J 150 9.6 Route 3 ..... Sprinkler, 15-0 J -0.5 Notes) 346 8-9 15.16 1.1010 0.040731 2E(5'-O), T(6-0)20-0 0.8 9.9 Total(Pt) Route 3 1765 7'-10V2 4.9 19.00 1 (See o'-io T 150 15.0 Route 4 ..... Sprinkler, -0 Notes) 376 8-9 19.00 1.1010 0.061852 1(5-0) 5.101,4 0.4 15.0 Total(Pt) Route 4 I I I , © M.E.P.CAD, Inc. nj AutoSPRlNK 2018 BETA v1 3.1.75.0 (3) Al 1/11/2018 10:14:44PM Page 6 I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (3) Al I t lent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter ) I I ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer By. 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 11%° Elbow Ee2 221,40 Elbow 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap Value - Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Date: 1/11/2018 I I 1 I I I I I © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA 03.1.75.0 (3) Al 1/11/2018 10:14:44PM Page 7 Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#077) Locking Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:20151b Adjusted Load Rating:14251b Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42 Make:Afcon Model: (#030/040) Sway Brace (Model K) UR Value: 200 Listed Load Rating: 27651b Adjusted Load Rating: 19551b Maximum Horizontal Load: 13101b Seismic Brace Assembly Detail Maximum Spacing: 30'0 (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: NFPA Type "E" 301040) Sway Brace (Model K) Fastener ' #077) LockingM Construction Type: Wood Type: Machine (Hex) Bolt I Pipe, Schedule 40 Size: %x5 e Identification Number. LAT race ~to be shown on plan) Length (in wood): 0 3 - - 0'-31/2 Maximum Load: 4401b - - - - - - Lateral Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.56 Diameter I Description I Unit Quantity I Quantity Unit Weight Weight(Wp) 2 Pipe, Schedule 10 12'-11 %+(2)9'-101/2 32'-8½ 41b 1381b 1% Pipe, Schedule 40 (3)13'-6'/a+4'-2%+7'-8+1'-8Y2+ 60'-llYa 3Ib 1791b 6-3 I Subtotal Weight (Wp) 3171b Wp x 1.150000 3641b Total Load (Fpw) 2041b . ©M.E.P.CAD, Inc. iAutoSPRlNK 2018 BETA 03.1.75.0 1/11/201810:31:01PM Page 1 Seismic Bracing Calculations Project: GPR RESORTS Contractor: WESTERN FIRE PROTECTION Address:: VILLA 80 Address:: 2972 S KYLA SUITE B Phone: 928-941-7885 FAX: Brace Information Seismic Brace Attachments Length of Brace: 7-0 Structure Attachment Fitting or Tension-only Bracing System Diameter of Brace: 1 Make:Afcon Model: (#077) Locking Attachment End (SF) Type of Brace: Pipe, Schedule 40 Listed Load Rating:20151b Adjusted Load Rating:14251b Angle of Brace: 45 Sway Brace (pipe attachment) Fitting Least Radius of Gyration:* 0.42' Make:Afcon Model: (#410) Sway Brace Clamp UR Value: 200 Listed Load Rating: 10001b Adjusted Load Rating: 7071b Maximum Horizontal Load: 13101b Seismic Brace Assembly Detail Maximum Spacing: 30'-0 (Provide Detail On Plans) Fastener Information Attachment(#076) Universal Locking End Ad x 5 Machine (Hex) Bolt Orientation of Connecting Surface: NFPA Type E #077)Locking AttachmentEnd Fastener Construction Type: Wood ) Pipe, Schedule 40 Type: Machine (Hex) Bolt Size: %X5 Brace Identification Number: LNG Length (in wood): 0-3'/ (to be shown on plan) Maximum Load: 4401b Longitudinal Brace Sprinkler System Load Calculation (Fpw = CpWp) Cp= 0.56 Diameter Description Unit Quantity Quantity Unit Weight Weight(Wp) 2 Pipe, Schedule 10 (2)24-0+23-6 71-6 41b 3021b Subtotal Weight (Wp) 3021b Wp x 1.150000 3471b Total Load (Fpw) 1941b , © M.E.P.CAD, Inc. qJ AutoSPRINK 2018 BETA 03.1.75.0 1/11/201810:31:O1PM Page 2 Hydraulic Calculations for Project Name: GPR RESORTS Location: VILLA 80, CARLSBAD, CA Drawing Name: ROOF FIRE.cad Design Remote Area Number: (A) - HIGH Remote Area Location: ATTIC Occupancy Classification: Light Hazard Commodity Classification: LIGHT Density: 0.logpm/ft2 Area of Application: 1950ft2 (Actual 1183ft2) Coverage per Sprinkler: 110ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 12 In-rack Demand: N/Agpm at Node: N/A Hose Streams: 0.0 gpm at Node: 1 Type: 250.00 at Node: 9 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 398.32 @ 56.8 Type of System: WET Volume of Dry or PreAction System: N/A Calculation Date: 1/11/2018 Allowance at Source Hydrant Name of Contractor: WESTERN FIRE PROTECTION Address: 2972 S KYLA, SUITE B POWAY, CA 92064 Phone Number: 928-941-7885 Name of designer: TRAVIS MACK, SET Authority Having Jurisdiction: - Notes: Automatic peaking results Left: N/A Right: N/A .© M.E.P.CAD, Inc. AutoSPRlNK 2018 BETA v13.1.75.0 (A) - HIGH 1/11/201810:27:07PM Page 1 — — — — — — — — — — — — — — — — — Hydraulic Graph Job Name: GPR RESORTS N 1.85 Remote Area Number: (A) - HIGH Date: 1/11/2018 100 90 80 70 60 50 40 30 20 10 - - Supply mary Sheet Sum Node: I vaiIable Supply Static Pressure 63.0 98.32 c8 62.8 - 98.32 56.8 - System demand curve 0.00 0© 22.0_____ 111111111 111111111 111111111 I I III III 11111 I I I I I I I I I I I 6200 9300 7750 10850 Flow - gpm 12400 13950 iI41.I'] ©M.E.P.CAD, Inc. j AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 10:27:08PM Page 2 rF7Y,--, Job Number: 18-013 Rnort Descrintion Light Hazard ((A) - HIH Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 9 250.00 250.00 0 50.7 Sprinkler 1809 12:30 11.00 4.2 8.6 Sprinkler 1853 12.11 11.00 4.2 8.3 Sprinkler 1880 12.53 11.00 4.2 8.9 Sprinkler 1896 12.11 11.00 4.2 8.3 c Sprinkler 1915 11.11 11.00 4.2 7.0 Sprinkler 1934 12.99 11.00 4.2 9.6 Sprinkler 1947 12.38 11.00 4.2 8.7 Sprinkler 1956 11.33 11.00 4.2 7.3 Sprinkler 1970 12.80 11.00 4.2 9.3 Sprinkler 2004 12.73 11.00 4.2 9.2 Sprinkler 2007 12.81 11.00 4.2 9.3 c Most Demanding Sprinkler Data . © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 BETA v13.1.75.0 1/11/2018 10:27:10PM Page 3 I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 63.0 22.0 8000.00 62.8 398.32 56.8 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1339 10-0 25.2 1717 10-0 23.2 1723 10-0 24.0 1 -24-0 Supply 56.8 398.32 9 -24-0 50.7 250.00 1809 25-9 Sprinkler 8.6 12.30 1853 25-9 Sprinkler 8.3 12.11 1880 25-9 Sprinkler 8.9 12.53 1896 25-9 Sprinkler 8.3 12.11 1915 28-7 Sprinkler 7.0 11.11 1934 25-9 Sprinkler 9.6 12.99 1947 25-9 Sprinkler 8.7 12.38 1956 28-7 Sprinkler 7.3 11.33 1970 25-9 Sprinkler 9.3 12.80 2004 25-9 Sprinkler 9.2 12.73 2007 25-9 Sprinkler 9.3 12.81 2096 25-9 Sprinkler 9.7 13.11 4 -24-0 50.7 25 25-9 8.7 ,© M.E.P.CAD, Inc. 11 AutoSPRINK 2018 BETA vi 1/11/2018 10:27:12PM Page I I 1 I I I I I I I I I 1 I' I I I I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 66 -21-8 49.1 73 10-0 18.9 74 24-9 11.6 75 -24-0 50.7 79 10-0 20.3 109 25-9 8.6 148 25-9 9.2 149 25-9 9.3 151 25-9 10.4 176 25-9 8.6 187 10-0 20.4 195 10-0 20.8 255 25-9 9.7 305 25-9 8.8 357 25-9 9.6 437 25-9 9.4 438 25-9 9.5 445 25-9 10.9 447 25-9 9.6 529 -19-0 47.0 542 10-0 19.9 599 25-9 9.9 813 10-0 21.6 &© M.E.P.CAD, Inc. nj AutoSPRlNK 2018 BETA v1 1/11/2018 10:27:12PM Paqe 5 I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 818 10-0 21.4 827 10-0 21.1 972 4-0 36.7 983 4-0 34.6 1004 10-0 21.6 1005 10-0 21.7 1012 10-0 22.5 1145 10-0 25.6 1151 10-0 27.8 n I I I I LI f© M.E.P.CAD, Inc. 11 AutoSPRINK 2018 BETA vi 1/11/2018 10:27:12PM Page 6 I I I I I LT LT I I I I I 1 I I I 1 I I I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH I Date: 1/11/2018 Pipe Information Elev I Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) directly to (PQand shown as (Foot) 1915 28-7 4.2 11.11 1 (See 11-4 120 7.0 Route Sprinkler, 12-0 1.2 Notes) 149 25-9 11.11 1.0490 0.043874 21(5-0), E(2-0) 23-4 1.0 149 25-9 35.12 1% (See 12 120 9.3 Flow (q) from Route 5 6-0 Notes) 151 25-9 46.23 1.3800 0.161289 1(6-0) 7-2 1.2 151 25-9 22.92 2 (See 59 120 10.4 Flow (q) from Route 11 10-0 0.4 Notes) 74 24-9 69.16 2.0670 0.047493 2E(5-0) 15-9 0.7 74 24-9 2 (See 14'9 120 11.6 5-0 6.4 Notes) 73 10-0 69.16 2.0670 0.047493 fE(5-0) 19-9 0.9 73 10-0 2 (See 22'S% 120 18.9 12-3% Notes) 79 10-0 69.16 2.1570 0.038591 fT(12-3%) 34-9% 1.3 79 10-0 2 6-11 120 20.3 0.021407 187 10-0 50.29 2.1570 6-11 0.1 187 10-0 2 (See 29'2% 120 20.4 36-11 Notes) 813 10-0 45.28 2.1570 0.017626 4fE(6-2), fT(12-31/2) 66-1 1/2 1.2 813 10-0 23.88 2 (See 17'11 120 21.6 Flow (q) from Route 15 4-11 Notes) 1012 10-0 69.16 2.1570 0.038591 2fEE(2-51/2) 22-10% 0.9 1012 10-0 34.60 2 (See 25-101/2 120 22.5 Flow (q) from Route 2 12-3% Notes) 1145 10-0 103.75 2.1570 0.081733 fl(12-3%) 3.1 38-2 1145 10-0 44.57 2 (See 1'61/2 120 25.6 Flow (q) from Route 13 12-3% Notes) 1151 10-0 148.32 2.1570 0.158313 2fE(6-2) 13-10% 2.2 1151 10-0 2 (See 51 120 27.8 21-6% 2.6 Notes) 983 4-0 148.32 2.1570 0.158313 CV(8'-O), BV(7-4%), fE(6-2), 26-7% 4.2 BOR © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA 03.1.75.0 (A) - HIGH 1/11/2016 10:27:13PM Page 7 I I I I I I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total ________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PQand shown as (Foot) 983 4-0 2 (See 11 0 120 34.6 12-3% Notes) 972 4-0 148.32 2.1570 0.158313 P0(12-3%) 13 31,4 2.1 972 4-0 4 (See 27'0 120 36.7 39 10.0 Notes) 529 -19-0 148.32 4.2600 0.005756 IT(26'-4), fE(13'-2) 66-6 0.4 529 -19-0 4 (See 960 120 47.0 65-10 1.2 Notes) 66 -21-8 148.32 4.2600 0.005756 5fE(13'-2) 161-10 0.9 66 -21-8 4 (See 1501/2 120 49.1 82-5% 1.0 Notes) 75 -24-0 148.32 4.2600 0.005756 CV(14'-0), BV(15'-91/2), fT(26'4 97'-6Y2 0.6 ), 75 -24-0 8 (See 11-10 140 50.7 30-6% Notes) 4 -24-0 148.32 8.3900 0.000160 2EE(15'-3) 42-4% 0.0 4 -24-0 8 (See 6381/2 150 50.7 107-2% Notes) 9 -24-0 148.32 7.7100 0.000212 2E(22'-111/2), EE(11'-6), GV(5'- 170-11 0.0 11/2),_C(44'-8),_Hyd 9 -24-0 250.00 12 (See 103'10% 150 50.7 169-5% Notes) 1 -24-0 398.32 11.3100 0.000204 2EE(15'-11), 1(69-7%), 2E(31'- 273-4 6.1 4),_GV(6-111%),_BFP(-6.0),_S 56.8 Hose Allowance At Source 0.00 Total(Pt) Route 1 1 398.32 1956 28-7 4.2 11.33 i (See 11-4 120 7.3 Route 2 ..... Sprinkler, 91-0 1.2 Notes) 437 25-9 11.33 1.0490 0.045508 2E(2'-O), 1(5-0) 20-4 0.9 437 25'-g 26.32 1% 0-6 120 9.4 ________ Flow (q) from Route 3 -0.0 438 25-9 37.65 1.3800 0.110323 0-6 0.1 438 25-9 12.73 11/4 (See 1'8 120 9.5 Flow (q) from Route 8 6-0 -0.0 Notes) 445 25-9 50.38 1.3800 0.189062 1(6-0) 7-8 1.4 © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA v13.1.75.0 (A) - HIGH 1/11/2018 10:27:13PM Page 8 Date: 1/11/2018 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 445 25'-9 28.78 2 (See Notes) 20'6 120 10.9 Flow (q) from Route 9 2E(5-0), fE(5'-O) 15-0 0.060984 6.8 542 10-0 79.16 2.0670 35'-6 2.2 542 10-0 2 (See Notes) 21-11% 120 19.9 fT(12'-31/2) 12'- 31/2 0.049553 0.0 1004 10-0 79.16 2.1570 3431/2 1.7 1004 10-0 2 6-11 120 21.6 0.017277 1005 10-0 44.79 2.1570 6-11 0.1 1005 10-0 2 (See Notes) 2921/2 120 21.7 4fE(6-2),fT(12-3%) 36-11 0.010715 1012 10-0 34.60 2.1570 66-1V2 0.7 22.5 Total(Pt) Route 2 1853 25-9 4.2 12.11 i (See Notes) 0'6 120 8.3 Route 3 ..... Sprinkler, 1(5-0) 5-0 0.051455 -0.0 109 25-9 12.11 1.0490 5'-6 0.3 109 25-9 11n 8'-6 120 8.6 0.000408 0.0 176 25-9 1.82 1.3800 8'-6 0.0 176 259 12.11 1% _ (See Notes) 81 0 120 8.6 Flow (q) from Route 4 T(6-0) 6-0 0.017550 0.0 305 25-9 13.94 1.3800 14-0 0.2 305 25-9 12.38 vi 10-4 120 8.8 Flow (q) from Route 6 0.056877 -0.0 437 25-9 26.32 1.3800 10-4 0.6 9.4 Total(Pt) Route 3 1896 25-9 4.2 12.11 1 (See Notes) 0-6 120 8.3 Route . .... Sprinkler, T(5'-O) .051474 -0.0 176 25-9 12.11 1.0490 5'-6 0.3 8.6 Total(Pt) Route 4 1809 25-9 4.2 12.30 i (See Notes) 1-0 120 8.6 Route 5..... Sprinkler, E(2'-O) 2-0 0.052962 . 25 25-9 12.30 1.0490 3-0 0.2 I & ® M.E.P.CAD, Inc. NJ AutoSPRINK 2018 BETA v13.1.75.0 (A) - HIGH 1/11/2018 10:27:13PM Page 9 Job Name: GPR RESORTS Remote Area Number: (A) - HIGH I I 1 I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pfl and shown as _________________ Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev2 (Foot) Total Flow (Q) Actual ID ________ Total (Foot) _____________ Friction(PU 25 25-9 10.29 1/4 10-10 120 8. 7 Flow (q) from Route 22 0.042872 0.0 148 25-9 22.59 1.3800 10-10 0.5 148 25-9 12.53 1/4 0-6 120 9.2 Flow (q) from Route 7 0.096993 -0.0 149 25-9 35.12 1.3800 0-6 0.0 9.3 Total(Pt) Route 5 1947 25-9 4.2 12.38 i (See Notes) 1-0 120 8.7 Route 6 ..... Sprinkler, E(2'-O) 2-0 1 I 0.053577 I -0.0 305 25-9 12.38 1.0490 3-0 0.2 8.8 Total(Pt) Route 6 1880 25-9 4.2 12.53 i (See Notes) 0-6 120 8.9 Route ..... Sprinkler, 5-0 1(5-0) 0.054798 148 25-9 12.53 1.0490 5-6 0.3 9.2 Total(Pt) Route 7 2004 25-9 4.2 12.73 1 (See Notes) 0-6 120 9.2 Route ..... Sprinkler, s-o T(5-0) 0.056386 -6o 438 25-9 12.73 1.0490 5-6 0.3 9.5 Total(Pt) Route 8 1970 25-9 4.2 12.80 i (See Notes) 0-6 120 9.3 Route ..... Sprinkler, 5-0 1(5-0) 0.057017 357 25-9 12.80 1.0490 5-6 0.3 357 25-9 1 1/4 8-6 120 9.6 _______________ 0.000942 0.0 447 25-9 2.87 1.3800 8-6 0.0 447 25-9 12.81 1% (See Notes) 8-0 120 9.6 Flow (q) from Route 10 T(6'-O) 6-0 0.021809 0.0 599 25-9 15.68 1.3800 14-0 0.3 599 25-9 13.11 1% (See Notes) 9'-2 120 92 9. Flow (q) from Route 12 T(6'-O) 6-0 0.067124 0.0 445 25-9 28.78 1.3800 1 5-2 1.0 10.9 Total(Pt) Route 9 © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA 03.1.75.0 (A) - HIGH 1/11/2018 10:27:1 3PM Page 10 I I I I I 1 I I U I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH I I I I I Date: 1/11/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(P Node 2 (Foot) .: (Q) Actual ID Length (Foot) (psi) directly to (Pfl and shown as (Foot) 2007 25-9 4.2 12.81 i (See I 0'6 120 93 Route 10 ..... Sprinkler, [ 5-0 0.0 Notes) 447 25-9 . 12.81 1.0490 I 0.057061 T(5'-O) 5'-6 0.3 - 9.6 Total(Pt) Route 10 1934 25-9 4.2 12.99 1 (See 1-0 120 9.6 Route 11 ..... Sprinkler, 2-0 Notes) 255 25'-9 12.99 1.0490 0.058544 E(2'-O) 3-0 0.2 255 26-9 9.94 11/4 (See 9'2 120 9.7 Flow (q) from Route 21 6-0 Notes) 151 25'-9 22.92 1.3800 0.044049 T(6'-O) 15-2 0.7 10.4 Total(Pt) Route 11 2096 25-9 4.2 13.11 1 (See 1-0 120 9.7 Route 12 ..... Sprinkler, 2-0 0.0 Notes) 599 25-9 13.11 1.0490 0.059557 E(2-0) 3-0 0.2 9.9 Total(Pt) Route 12 1723 10-0 2 (See 98-6 120 24.0 Route 13 ..... 6-2 Notes) 1339 10-0 34.86 2.1570 0.010865 fE(6'-2) 104-7% 1.1 1339 10-0 9.71 2 (See 10'3 120 25.2 Flow (q) from Route 14 12-31/2 Notes) 1145 10-0 44.57 2.1570 0.017119 fT(12-3Y2) 22-7 0.4 25.6 Total(Pt) Route 13 1717 10-0 34.37 + 10.19 2 (See 2231,4 120 23.2 Route 14 ..... Flow (q) from Route 17 and 24-71/2 Notes) 18 1723 10-0 44.57 2.1570 0.017119 4fE(6-2) 46-11 ___________ 0.8 1723 10-0 1% (See 102'5 120 24.0 P0(6-0) 24-0 Notes) 1339 10-0 9.71 1.3800 0.008993 1(6-0), 2E(3'-O), P0(6-0) 126-5 1.1 25.2 Total(Pt) Route 14 35-2% 120 21.4 Route 15 ..... 818 10-0 19.12+4.77 2 Flow (q) from Route 16 and 19 813 10-0 23.88 2.1570 0.005397 35-2% 0.2 21.6 7Total(Pt) Route 15 , © M.E.P.CAD, Inc. nj AutoSPRINK 2018 BETA v13.1.75.0 (A) - HIGH 1/11/2018 10:27:13PM Page 11 Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as n0•iS, Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) . - . Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 79 10-0 _________ 2 _________ (See Notes) __________ 139-8% _____________ 120 ________________ 20.3 Route 16 ..... ff(12'-3%) 1(12-3%) 24-7% 0.003490 195 10-0 18.87 2.1570 164-4 0.6 195 10-0 5.02 2 (See Notes) 38'-6/2 120 20.8 Flow (q) from Route 20 fE(6'-2) 6-2 0.005397 827 10-0 23.88 2.1570 44-8V2 0.2 827 10-0 2 86-21/2 120 21.1 0.003576 818 10-0 19.12 2.1570 86-2% 0.3 21.4 Total(Pt) Route 16 1004 10-0 2 (See Notes) 1347 120 21.6 Route 17 ..... fT(12'-3%) M(6-2) 18-5% 0.010588 1717 10-0 34.37 2.1570 153-01/2 1.6 23.2 Total(Pt) Route 17 1005 10-0 1% (See Notes) 131-7% 120 21.7 Route 18 ..... P0(6-0) T(6-0), E(3-0), P0(6-0) 21-0 0.009836 1717 10-0 10.19 1.3800 152-7% 1.5 23.2 Total(Pt) Route 18 827 io-o 1% (See Notes) I 103-11% 120 21.1 Route 19 ..... P0(6-0) 4E(3'-O), P0(6-0) F 24-0 0.002409 818 10-0 4.77 1.3800 I 127-11% 0.3 21.4 Total(Pt) Route 19 187 10-0 iV4 (See Notes) 1 136-9 120 20.4 Route 20 ..... P0(6-0) T(6-0), 2E(3-0), P0(6-0) 24-0 0.002648 0.0 195 10-0 5.02 1.3800 I 160-9 0.4 20.8 Total(Pt) Route 20 357 25-9 2.87 1 1/4 (See Notes) 1 8-0 120 9.6 Route 21 ..... Flow (q) from Route 9 T(6'-O) 6-0 0.009381 -0.0 255 25-9 9.94 1.3800 14-0 0.1 9.7 Total(Pt) Route 21 109 25-9 1.82 .1% (See Notes) T 8'0 120 8.6 Route 22 ..... Flow (q) from Route 3 T(6-O) [ 6-0 0.010004 -0.0 25 25-9 10.29 1.3800 I 14-0 0.1 . © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 (A) - HIGH 1/11/2018 10:27:1 3PM Page 12 I I I Iii I LI I I I I I I I I I I I I I U I I I I I I I I I I I I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH Date: 1/11/2018 Pipe Information Elev I Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting Pt Friction Elev(Pe) (q) Length) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per unit when applicable, are added Total Friction(Pf) Node 2 (Foot) ('a) Actual ID Length (psi) directly to (Pt) and shown as (Foot) (Foot) _________ 8.7 f Total(Pt) Route 22 f, © M.E.P.CAD, Inc. Fil AutoSPRINK 2018 BETA 03.1.75.0 (A) - HIGH 1/11/2018 10:27:13PM Page 13 I Job Name: GPR RESORTS Remote Area Number: (A) - HIGH I IEilt PiLjthif VaId Fith?(C120'3?ty) Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter ) I I I I I. I I I I I I I.. I, I I I I © M.E.P.CAD, Inc. AutoSPRINK 2018 BETA v13.1.75.0 Date: 1/11/2018 ICVálMültilierl Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 111/4* Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve (A)- HIGH 1/11/2018 10:27:13PM Page 14 AngV Angle Valve BFP Backflow, Preventer, cplg Coupling DelV Deluge Valve EE 45° Elbow Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SEx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo NO [i:idrauIic Overview I S[A4.S '0 I Job Number: C-3454 Reoort Descriotion: Ordinary Grouo II Job Job Comber C-3454 Circuit Description Jab Name: Phone FAX Villa 80 @ GPR Address I Slate CertillcationjUconse Number 5494 Grand Pacific Dr. C 16-588039 Address 2 AHJ Carlsbad, CA 92008 Carlsbad Water Address 3 Port Description System Density 0.20gpm/ft2 Area of ApplicatIon 1500ft2 (Actual 02) Most Demanding Sprinkler Data Hose Streams K-Factor at 750.00 Coverage Per Sprinkler Number Or Sprinklers Calculated 130ft2 0 S5stem Pressure Demand 143.069 Sslmn Flao Demand 750.00 Total Demand Pressure Result 750.00 @ 143.069 S +6.344 (4.2%) Supplies Check Point Gauges Part Nun NAM Flow(gom) Hose Flow(aom) Static(osi) Residual(osit Identifier Pressure(psi) K-Factor(K) Flow(aom 1 Water Supply 1000.00 150.000 149.000 STDPIPE FlREv1 Water Supply at Node 1 (1000.00, 0.00, 150.000, 149.000) 200 - 180- 160 - tabc Pressure 150.000 140- = 11 :: 100C)004:000_ La 00 2E 1 01-1 stem demand curve 60 40- 20- - - - - 7.1.111111111 0- lllrLu.lLuJ.L1ILI.I.l.l.I.IJJ.I.I.I.I.I.I..l.I.l.l.I..l..l.Jtt 1800 b°600800 1000 1200 1400 1600 2000 Water flow, gpm fJ ©M.E.P.CAD, Inc. 1AutOSPRlNK2018v14.2.9.0 S — 8/2/2018 7:37:10AM Page 1 ~flllHy_draulic Summary I Job Number: C-3454 Report Description: Ordinary Group II Job Job Number C-3454 Circuit Description Job Name: Villa 80 @ GPR State CetlficatiocenseNumber C16-588039 Address I 5494 Grand Pacific Dr. AHJ Carlsbad Water Address 2 Carlsbad, CA 92008 Part Description Address 3 Drawing Name STDPIPE FIREvi System Remote Area(s) Most Dernending Sprinkler Data K-Factor at Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 0.00 Density 0.20gpmlft2 Area or Application 1500ft2 (Actual 4ft2) Additional Hose Supplies Part Number Hose At Node 49 Hose At Node 138 Hose At Node 192 Flow(pom) 250.00 250.00 Number Of Sprinklers Calculated 0 Coverage Per Sprinkler 130ft2 250.00 AutoPeak Recalls: Pressure For Remote Area(s) Adjacent To Most Remote Area 817.82ga1 Total Hose Streams 750.00 System Flaw Demand 750.00 Total Water Required (Including Hose Allowance) 750.00 Maximum Pressure Unbalance In Leaps 0.000 Maximum Velocity Above Ground 16.88 between nodes 44 and 50 Maximum Velocity Under Ground 4.35 between nodes 2 and 44 Volume capacity at Wet Pipes Volume capacity at Dry Pipes Supplies, . . . . art Numl Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 150.000 149.000 I 1000.00 149.413 I 750.00 143.069 6.344 Contractor ContractorNumber Contact Name Contact Title Name at Contractor: Western Fire Protection Phone (858)513-4949 Extension Address I 13630 Danielson St. FAX Address 2 Poway, CA. 92064 E.moall Address 3 Web-Site ,©M.E.P.CAD, Inc. iJAutoSPRlNK2018v14.2.9.0 8/2/2018 7:37:16AM Page 2 jjjj jHyOjTh11Giih I Job Number: C-3454 Report Description: Ordinary Group I Water Supply at Node I 200— 180— 160— Static Pressure 150.000 1000.00 149.000 50 00 @ 143.069 140— - ___ 120--- CL — 100— U, U) 80 60 Sys em demand curve :1± 20— LILLJ.LI ILI.LJ_i.J_IlIliIIil 111111111 iltillili Ii 111111 iii I iii I ~00 400 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 150.000 Residual: Pressure 149.000 @ 1000.00 Available Pressure at Time of Test 149.413 @ 750.00 Sh,lm, Dmra, 143.069 @ 750.00 System Demand (imh.dH9 Itces anaaarea a Source) 143.069 @ 750.00 © M.E.P.CAD, Inc. ffl AutoSPRINK 2018 04.2.9.0 8/2/2018 7:37:19AM Page 3 ~jjjjSummary Of Outfiowing Devices I Job Number: C-3454 Reoort Descriotion: Ordinary Grouo I Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor Pressure (psi) Hose 49 250.00 250.00 Hose 138 250.00 250.00 _(K) _25 _105.650 Hose 192 250.00 250.00 _25 _25 _104.206 _100.000 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 11. AutoSPRINK 2018 v14.2.9.0 8/2/2018 7:37:22AM Page 4 ~jjjjNode Analysis I Job Number: C-3454 Roort Dsrirtiôn Ordinry Grntin II Part Number Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 14-9% S, FDC 143.069 750.00 49 35-6 Hose(-100.000) 105.650 250.00 138 2551,4 Hose(-100.000) 104.206 250.00 192 35-6 Hose(-100.000) 100.000 250.00 2 8'-0 E(30'-6%) 144.513 7 8-0 T(41-1%) 144.929 44 8-0 144.375 50 10-4 fT(16'-O) 125.681 62 3501/2 P0(1 2-C) 110.017 139 10-4 fT(16'-O) 115.256 145 25-0 P0(12-0) 108.573 198 35-0% P0(26-4) 101.783 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 8/2/2018 7:37:24AM Page 5 uownstream Upstream hievat -Route I • FM 2.4690 192 198 35-6 35-0% CM 4.2600 198 139 35-0% 10-4 CM 4.2600 139 50 10'-4 10'-4 FM 4.2600 50 10'-4 44 8-0 U 8.3900 44 2 8-0 8-0 CM 8.2490 2 7 8'-O 8-0 MS 6.3570 7 1 8'-O 14-9% Route 2..... FM 2.4690 138 145 25-5% 25-0 FR 4.2600 145 139 25-0 10-4 Route 3 ..... FM 2.4690 49 62 35-6 35-0% FR 4.2600 62 50 35-0% 10-4 Job Number: C-3454 uescnpuon: uroinary uroup ii Length Pressure Eq. Length Summary Total Length 1-4 Pf 1.578 6-0 Pe 0.204 7'-4 Pv 60-5% Pt 2.763 122-21/2 Pe 10.711 187-8 Pv 152-71/2 Pf 10.425 38-7 Pe 0.000 191'-3 Pv 44'-4% Pt 17.682 108'-9% Pe 1.012 153-2% Pv 12-4% Pt 0.137 30-6% Pe 42-11 Pv 38-6% Pf 0.417 51'-8 Pe -0.001 90-2%Pv 8-0% Pt 1.082 57-10 Pe -2.942 65-10% Pv r Flow Velocity HWC Friction n Discharge K-Factor Pt Pn Fittings 250.00 100.000 101.783 Hose(-100.000) E(6-0) 250.00 5.63 120 0.015122 101.783 115.256 PO(26') 4fE(6-91/2), 2P0(264), fT(16 500.00 11.25 120 0.054516 250.00 115.256 125.681 Flow (q) from Route 2 BV(15'-91/2), fE(6-9%), fT(16-' 750.00 16.88 120 0.115423 250.00 125.681 144.375 Flow (q) from Route 3 4fE(13-2), ***lnvali**(14•0) BV(15-91/2), fT(26'-4) 750.00 4.35 140 0.003198 144.375 144.513 E(30-61/2) 750.00 4.50 120 0.004620 144.513 144.929 EE(10'-7), T(41-1%) 750.00 7.58 120 0.016432 144.929 143.069 CV(40-3), E(1T-7), 5, FDC 750.00 250.00 104.206 108.573 250.00 5.63 120 108.573 115.256 250.00 16.75 120 250.00 105.650 110.017 250.00 5.63 120 110.017 125.681 ( Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter )4 . 87 = Factor 0.215409 14 18-0 194 Pf 4.163 Pe 0.204 Pv Hose(-1 00.000) E(6-0), P0(12-0) 0.015122 14-8 6-9% 21-5% Pt 0.325 Pe 6.358 Pv fE(6-91/2) 0.215409 1-4 18-0 194 Pf 4.163 Pe 0.204 Pv Hose(-1 00.000) E(6-0), P0(12-0) 0.015122 209-1 118-5% 327-6% Pf 4.953 Pe 10.711 Pv 5fE(6-91/2), 2P0(26-4), fT(16-0) BV(15-91/2) 1Välltili I Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 8/2/2018 7:37:27AM Page 6 1IHdraulic Analysis I Job Number: C-3454 11w"1161 I epon Description: orainary iroup ii Pipe Type Diameter Flow Velocity HWC Friction Loss Length jPressure, Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length ISummary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain •• h sc arge 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 11W Elbow points Ee2 221/? 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. AutoSPRINK 2018 04.2.9.0 8/2/2018 7:37:27AM Page 7 Schindler 330A Maximum efficiency in a holeless eco-friendly design Schindler Passenger Elevators Schindler 1Sirn pie J" r An eco-friendly -icleless design completely eliminates i he below grade jackhole, which makes construction - less costly ad fa less complex. At the same time, precision engineerirg offers J3L the smooth, reliable performance ou expect from a Schindler hydraulic - elevator system. Iii t LII, Jamb-mounted fixtures 2 1 Schindler 330A Complete holeless so ution for low-rise buildings Exceptional performance. With the innovative Schindler 330A holeless hydraulic elevator, you have a smarter, more efficient solution for a wide range of low-rise applications, including office buildings, apartments, condominiums, retail locations, hotels, hospitals and more. Best of all, the broad choice of configurations, finishes and options lets you take advantage of this efficient holeless solution with almost any decor, style or specialized site requirement. Less complex, more efficient - Eco-friendly holeless design - Precision engineering for quiet, smooth, reliable performance - Simpler site preparation, fewer building interfaces, easier installation - Jamb-mounted fixtures to reduce installation time - Versatile style - Schindler Remote Monitoring (SRM) - Access to client information at www.us.schindler.com 519 workmanship and materials are compliant J with the latest applicable ASMEA17and - LGA B44 elevatorand escalator codes and National Electric Code1 CI Interna6Fial Biilding Code, ICC/ANSIJ ,1171 and Federal ADNABAaccessibiliy' Cstandards and bècifilôal odd regulations - where designs, clearances, construction, workmanship and materials comply with those specific local codes and rltiôñ. Versatile, flexible, adaptable The unique design of the Schindler 330A makes it your best choice wherever the situation demands fast, efficient installation, attractive styling, and day-in day-out reliability. Wide application range: - Single- or dual-jack applications - 2100 lb., 2500 lb., 3000 lb., 3500 lb., and 4000 lb. capacity for general purpose passenger use - 4000 lb., 4500 lb., and 5000 lb. capacity for hospital/service use - Two- to six-stop configurations, eight openings - One- to four-car systems - Single- and two-speed side-opening doors; and single-speed center-opening doors depending on the capacity selected - Front- and rear-opening configurations available on all capacities - Up to 50 ft. of travel (with additional pit and/ or overhead); contact your local Schindler representative for specific details. Schindler 330A 3 able 41 Schindler 330A Above-ground hydraulics., simpler building preparation, more reliable operation, eco-friendly Telescoping jack system: the holeless solution Schindler's telescoping jack system mounts directly on the floor of a simple, self-contained pit, eliminating the need for drilling holes in the ground and avoiding the potential for below- ground leaks. For capacities of 2100 lb. and 2500 lb. with side-opening doors, a single jack is mounted on the front of the car. For higher capacities and configurations with center-opening doors, tandem jacks are mounted on either side of the car. Vertical travel can be as high as 41 feet with a single jack design or 50 feet with a dual jack. (Additional pit depth or overhead may be required.) As the elevator ascends, all stages of the telescoping pistons extend simultaneously, producing a smooth and solid ride. Since the jack design has only minimal interface with the hoistway, it greatly simplifies installation in existing structures, and reduces hoistway preparation in new buildings. Controller and pump unit: quiet dependability - To optimize overall system performance and help simplify maintenance, the Schindler 330A features advanced Miconic HX microprocessor controls: - A sensor on the submersible power unit monitors for recommended motor and oil temperature, improving reliability. - The high-performance muffler reduces operating noise. - Schindler Remote Monitoring (SRM) continuously monitors and records data to help pinpoint problems. It can automatically notify Schindler if a service call is required. - 'Soft-Start' electronically controls the motor starting current to reduce stress on the hydraulic drive and seals. It helps avoid shutdowns due to overheating, reduces seal maintenance and allows for quieter operation. Door operator: reliably safe - The advanced Schindler QKS-1 6 closed-loop feedback door operator assures smooth, reliable and safe operation. - Schindler's infrared light curtain detects people or objects in the doorway without physical contact - to quickly and safely reopen the door. - Components are reliability-tested through more than one million cycles. Installation specialists: factory trained The Schindler 330A hydraulic elevator system is installed by certified specialists who have been factory trained to use the latest installation techniques and tools. Their certification is your assurance that your Schindler 330A elevators will be installed efficiently and expertly. Schindler 330A 5 Choices Lj1 .TTiT 1i. I I. I1 I ri 11 IF I . Pcc H I I I'. -. .i•• - 125 cab with 5(02 ceiling 125 cab with 5(08 ceiling Wr L;.I. ____ Lc I1 EJJIIILV)jI cc I 115 cab with SCO2 ceiling 125 cab with SCO4 ceiling Rear glass wall option ................................__________________________IL ___________________________________________________ 6 I Schindler 330A Powder coat finishes Bronze Stainless steel I Brushed stainless I Aluminum Ceilings SCO2 ceiling Sc04 ceiling 5c08 ceiling SC09 ceiling scio ceiling Handrails Alpine White Sahara Burlap Apollo Gray -Dark Bronze Metal finishes A wide spectrum of design options Finishes - Laminate: Dozens of durable plastic laminates are available to provide unlimited design possibilities. For laminate color selections, see your Schindler representative. - Powder coat: Choose from a selec- tion of colors available for car walls and entrances. The finish is easy to clean and the factory-applied paint process has a high user appeal and excellent quality and durability. - Metal: Cars, entrances and fixtures can be enhanced with brushed stainless steel or bronze. Please consult your Schindler representative for options, pricing and availability. Ceilings - Schindler offers a selection of five standard ceilings with a variety of features and finishes. Choose from exposed frame suspended ceilings with fluorescent or disc lighting, con- cealed frame suspended ceilings with downlights or perimeter lights, or a steel canopy ceiling with fluorescent lighting. For a complete description, see Schindler's Ceilings brochure. Consult your Schindler representative for options, pricing and availability. Handrails - Brushed stainless steel - Brushed bronze - 1 1/2" Round and 1/2" x 2" flat - Brushed aluminum (1/2" x 2" flat only). Base, frieze and reveal package for cabs with laminate panels - Brushed stainless steel - Brushed bronze. Flat handrail I Round handrail Wall options Steel shell finished in: - Powder coat - Brushed stainless steel - Plastic laminate panels. Note: Actual colors may vary slightly, custom color matching may be available at an additional cost, contact your Schindler sales representative for details. Rear glass wall option - For 2500 lb, 3000 lb. and 3500 lb. capacities. Schindler 330A 7 Outfit your elevator with style Schindler HT fixtures The Schindler HT series is an integrated group of fixtures with contoured, contemporary styling that suits any decor. Manufactured to meet Schindler's high standards for quality, they: - Meet ADA requirements as well as applicable local and national codes - Use high-tech black Lexan® materials to withstand years of heavy use - Illuminate using long-lasting LEDs for easy visibility and long life - Use jamb-mounting and plug-and-play wiring for faster installation - Need no cutouts in lobby walls - Require fewer interfaces with other construction trades. Schindler HT fixture options The Schindler HT series of fixtures is also available in Premium or Vandal-Resistant configurations. - Premium HT hall fixtures: Schindler Premium HT hall fixtures retain the general look, components and mounting of the standard HT fixtures. However, they are designed with sleek #4 brushed stainless steel or bronze cover plates, providing aesthetic design flexibility. - Vandal-resistant HI fixtures: For more demand- ing service locations, a vandal-resistant design is also available with coverplates, pushbuttons and lenses engineered to withstand abnormally rough treatment. Pushbuttons are available in #4 brushed stainless steel or bronze finish. Cover-plates are available in #4 brushed stainless steel or bronze, or #8 mirror stainless steel or bronze. - Wall-mounted fixtures: Schindler HI hail fixtures are shipped jamb-mounted. Wall-mounting is available at the time of order. Contact your local Schindler representative for specific details. LON technology The Schindler 330A system includes the necessary interface for Local, Operating Network (LON) systems. LON technology is also used to drive the innovative car and corridor fixtures. Simplified wire runs and pre-connected boards bring new levels of reliability to building management, and may interface with systems such as HVAC emergency power and security. 8 1 Schindler 330A II stv~l e Schindler 330A 9 Schindler Service. Redefining reliability. Schindler Service addresses your top priorities Because we know life is a moving experience, Schindler Service delivers assurance that your elevators and escalators will be running when you need them. For over 140 years, we have been pushing boundaries and enhancing environments to build lasting partnerships. - Reliability: The industry's most highly trained technicians, supported by an entire global network of experts, are focused on reducing service calls to maximize your equipment availability. - Responsiveness: Structured maintenance routines, real-time dynamic scheduling, and 24/7 remote monitoring on all brands. - Communication: Online access to your service history, email notifications of notable events, and a 24/7 customer call center are among the many ways we keep you informed. - Customer service: Regular customer surveys, a vast replacement parts inventory and no-cost proposals for capital planning are among the many services we provide as your service partner. - Results: Our aim is to exceed your expectations by delivering maximum availability, fewer service calls and exceptional customer satisfaction. - Sustainability and safety: Developing ever more sustainable mobility solutions while enhancing customer, end-user and employee safety are at the heart of providing first-class service. The bottom line is we provide the right service, at the right time, so you don't have to worry. 10 1 Schindler 330A 1~_ Online tools for your building Advanced support for elevator and escalator planning Using SchindlerDraw® and SchindlerSpec®, architects and specifiers have access to customized CAD drawings and CSI-format specification writing programs for elevators, escalators and moving walks. In addition, Schindler offers advanced Revit BIM models. Schindler Customer Score Card - accountability you can see Service customers have unlimited access to detailed, real-time reports on their equipment for any period up to two years. They can review their maintenance plan and view graphical representations of equipment availability and uptime. Customers can even ask to receive automatic email notifications regarding callbacks, preventive maintenance and more. Visit www.us.schindler.com to access unprecedented web-based tools and access to your information. Schindler 330A 1 11 Ever greener Keeping the environment in mind Schindler is committed to helping you reduce the environmental footprint of your buildings and qualify for LEED® certification by incorporating sustainable green features into our elevator and escalator systems. Improving the environmental impact of our products and processes, particularly our consumption of energy and materials, is fundamental to our corporate responsibility as an industry leader. Schindler 330A is a prime example of our continuing commitment to improve mobility while preserving resources. LEED is a registered trademark of the U.S. Green Building Council. Schindler Your First Choice Trusted. Professional. Smart. For more information, including location of the Schindler office nearest you, please visit: U.S. Headquarters. Morristown, New Jersey Tel. 973.397.6500 www.us.schindler.com Canada Headquarters. Toronto, Ontario Tel. 416.332.8280 www.ca.schindler.com 1FnIiW 0) Schindler is a member organization of the U.S. Green Building Council. ® Schindler has received renewal to ISO 9001 and 3 ISO 14001 certificates. ®Schindler prints with vegetable-based ink on paper containing post-consumer waste fiber.