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4022 SAND COVE WAY | 4024 SAND COVE WAY | 4026 SAND COVE WAY | 4028 SAND COVE WY | 4030 SAND COVE WY | 4032 SAND COVE WY | 4034 SAND COVE WY | 4036 SAND COVE WY | 4038 SAND COVE WY | 4040 SAND COVE WY; ; AS060229; Permit
10/21/21, 8:43 AM AS060229 Permit Data City of Carlsbad Sprinkler Permit Permit No: A5060229 4022 SAND COVE Job Address: WY Permit Type: SPRINK Parcel No: 2061204100 Lot #: 0 Reference No.: Status: ISSUED Applied 9/19/2006 Approved: 9/19/2006 Issued: 9/19/2006 PC #: Inspector: Project Title: THE BLUFFS, BLDG. 0 INSPECTIONS 5 HRD @ $60/EA Applicant: Owner: FIRE SPRINKLER SYSTEMS 155 ENTERPRISE COURT CORONA, CA (800) 915-3473 Fees ($) Add'I Fees ($) Total ($) Balance ($) 300 0 300 0 1/1 Fire and Life Safety Consulting Anne Marie Bland P.O. Box 1643 Carlsbad, CA 92018-1643 CORRECTION LIST Jurisdiction PC #: Checked by: Anne Bland Date: 8/31/06 page: 1 of I APPLICANT: Fire Sprinkler Systems JURISDICTION: City of Carlsbad PROJECT NAME: The Bluffs - Building 0 PROJECT ADDRESS: PROJECT DESCRIPTION: Fire Sprinkler System - 13R INSTRUCTIONS This plan review has been made to verify conformance to minimum requirements of codes adopted by the Local Jurisdiction. Applicable City or County Ordinances are also utilized. The items below require correction or clarification. All issues indicated need to be clarified or adjusted before this plan check can be approved for permit issuance. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. Resubmit three (3) sets of corrected plans and calculations (if applicable). Please direct any questions regarding this review to: Anne Marie Bland (760) 434.7885 fax (760) 729.1139 FIRE DEPARTMENT CORRECTIONS Note F 1 FR sprinkler heads orientation on the sprinkler head legend. Provide detail of rated wall penetration. Provide a manufacturer's specification sheet showing approval for underground use for proposed underground steel piping. Hydraulic calculations for the garage show minimum distance between sprinklers as 13 ft. and maximum distance between sprinklers as 10 ft. In addition, the maximum distance from sprinkler to wall is shown as 13 ft. Per. NFPA 13 the maximum allowable distance to a wall or similar obstruction shall not exceed V2 of the allowable maximum distance between sprinklers. Minimum distance between sprinklers is 6 ft. Provide information on flow test location - test and flow hydrant locations and type of water main - dead end or circulating. Submitted underground plan appears to show dead end main at building 0. c:\docume-1\gryan\loca1s-1\temp\4022-40 sand cove way bldg o.doc Page 1 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING 0 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/25/2006 File No: 60120 BLDG 0 Data File Name:'60120 BLDG O.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc. (16x16) K=4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.18 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.16 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Fiow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spkirs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.7 26 13.0 72.0 21.7 4 13.0 9.7 26 52.8 71.9 62.5 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 4 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL 5p *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) = =============== =================== * ============= = ====== = * ====== = = ==== = ==== == == 1 1 50.00 BG ---- 69.0 SRCE 13.0 0.00 21.7 ---- 52.8 0.05 62.5 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 21.7 ---- 0.00 0.00 62.4 2 2 4.00 ---- 69.0 ---- ---- 13.0 0.00 21.7 ---- 52.8 0.00 62.4 140 100 4.220 0.0 ---- 71.0 ---- ---- - 0.00 0.87 20.8 ---- 0.00 0.87 61.6 3 100 6.00 ---- 71.0 -------- 13.0 0.01 20.8 ---- 52.8 0.07 61.6 120 101 2.469 0.0 ---- 71.0 --------- 0.00 0.00 20.8 ---- 0.01 0.00 61.5 4 101 4.00 3LS -4.0 71.0 ---- ---- 13.0 0.06 20.8 ---- 52.8 0.87 61.5 150 3 1.959 31.0 ---- 69.0 ---- ---- 0.00 0.87 17.6 ---- 0.02 0.87 57.5 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 17.6 ---- 52.8 0.40 57.5 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 17.6 ---- 0.02 0.00 57.1 6 4 4.00 L ---- 69.0 ---- ---- - 13.0 0.02 17.6 ---- 52.8 0.25 57.1 150 5 1.959. 6.0 ---- 71.0 ---- ---- 0.00 0.87 16.7 ---- 0.02 0.87 56.0 7 5 6.00 LB3RS ---- 71.0 ---- ---- 13.0 0.09 16.7 ---- 52.8 1'.20 56.0 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 14.0 ---- 0.02 2.60 52.2 8 6 2.00 L ---- 77.0 ---- ---- 13.0 0.28 14.0 ---- 52.8 3.69 52.2 150 10 1.101 7.0 ---- 79.0 ---- ---- 0.03 0.87 12.9 ---- 0.41 0.87 47.6 9 10 7.00 L ---- 79.0 ---- ---- 13.0 0.43 12.9 ---- 52.8 5.74 47.6 150 11 1.101 7.0 ---- 79.0 ---- ---- 0.03 0.00 12.4 ---- 0.41 0.00 41.9 10 11 7.50 BR ---- 79.0 ---- ---- 13.0 0.41 12.4 ---- 52.8 5.53 41.9 150 12 1.101 6.0 ---- 79.0 ---- ---- 0.03 0.00 12.0 ---- 0.41 0.00 36.3 11 12 27.50 B6R ---- 79.0 ---- ---- 6.2 0.30. 12.0 ---- 250 3.95 36.3 150 13 1.101 11.0 ---- 79.0 ---- ---- 0.01 0.00 11.7 ---- 0.10 0.00 32.4 12 13 27.50 8R ---- 79.Q ---- ---- 6.2 0.28 11.7 ---- 25.0 3.64 32.4 150 14 1.101 8.0 ---- 79.0 ---- ---- 0.01 0.00 11.4 ---- 0.10 0.00 28.8 - 13 14 23.50 9R ---- 79.0 ---- ---- 6.2 0.25 11.4 ---- 25.0 3.34 28.8 150 15 1.101 9.0 ---- 79.0 ---- ---- 0.01 0.00 11.2 ---- 0.10 0.00 25.4 14 15 27.50 8R ---- 79.0 ---- ---- 6.2 0.28 11.2 ---- 25.0 3.64 25.4 150 16 1.101 8.0 ---- 79.0 ---- ---- 0.01 0.00 10.9 ---- 0.10 0.00 21.8 15 16 13.50 5R ---- 79.0 ---- ---- 6.2 0.15 10.9 ---- 25.0 1.90 21.8 150 17 1.101 5.0 ---- 79.0 ---- ---- 0.01 0.00 10.8 ---- 0.10 0.00 19.9 16 17 6.00 B ---- 79.0 ---- ---- 0.0 0.00 10.8 ---- 0.0 0.00 19.9 150 18 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 10.8 ---- 0.00 0.00 19.9 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 3 17 17 4.50 R ---- 79.0 ---- ---- 6.2 0.04 10.8 25.0 0.56 19.9 150 19 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 10.7 0.10 0.00 19.3 18 19 10.50 LB ---- 79.0 ---- ---- 0.0 0.00 10.7 0.0 0.00 19.3 150 20 1.101 12.0 ---- 79.0 ---- ---- 0.00 0.00 10.7 0.00 0.00 19.3 19 19 1.00 R ---- 79.0 ---- ---- 6.2 0.02 10.7 ---- 25.0 0.21 19.3 150 21 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 10.7 0.10 0.00 19.1 20 21 33.50 LB6R ---- 79.0 ---- ---- 6.2 0.40 10.7 25.0 5.29 19.1 150 22 1.101 18.0 ---- 79.0 ---- ---- 0.01 0.00 10.3 0.10 0.00 13.8 21 22 26.00 B4R ---- 79.0 ---- ---- 6.2 0.27 10.3 25.0 3.59 13.8 150 23 1.101 9.0 ---- 79.0 ---- ---- .0.01 0.00 10.0 0.10 0.00 10.2 22 23 4'.00 B ---- 79.0 ---- ---- 0.0 0.00 10.0 ---- 13.2 0.28 10.2 150 24 1.101 5.0 ---- 79.0 4.18 0.00 0.00 10.0 13.2 0.03 0.00 9.9 23 23 10.50 R ---- 79.0 ------- 6.2 0.09 10.0 11.8 0.29 10.2 150 25 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 9.9 0.03 0.00. 9.9 24 25 3.00 BR ---- 79.0 ---- ---- 13.0 0.28 9.9 ---- 13.0 0.28 9.9 .150 26 1.101 6.0 ---- 79.0 4.18 13.0 0.03 0.00 9.7 13.0 0.03 0.00 9.7 25 25 8.50 R ---- 79.0 ---- ---- - -6.8 0.09 9.9 -----1.2 0.00 9.9 150 27 1.101 1.0 ---- 79.0 4.18 -----0.01 0.00 10.0 13.2 0.00 0.00 9.9 26 27 4.50 R ---- 79.0 4.18 ---- -6.8 0.05 10.0 13.2 -14.4 0.20 9.9 150 28 1.101 1.0 ---- 79.0 ---- ---- --0.01 0.00 10.1 - -0.04 0.00 10.1 27 28 14.00 LB2R ---- 79.0 ---- ---- 0.0 0.00 10.1 0.0 0.00 10.1 150 29 1.101 14.0 ---- 79.0 ---- ---- 0.00 0.00 10.1 0.00 0.00 10.1 28 28 3.00 R ---- 79.0 ---- ---- -6.8 0.04 10.1 -14.4 0.15 10.1 150 30 1.101 1.0 ---- 79.0 4.18 -----0.01 .,0.00 10.1 13.4 -0.04 0.00 10.3 29 30 54.00 7R ---- 79.0 4.18 ---- -6.8 0.56 10.1 13.4 -27.8 7.64 10.3 150 31 1.101 7.0 ---- 79.0 ---- ---- - 0.01 0.00 10.7 -----0.13 0.00 17.9 30 31 49.00 7R ---- 79.0 ---- ---- -6.8 0.51 10.7 -----27.8 7.02 17.9 150 32 1.101 7.0 ---- 79.0 ---- ---- - 0.01 0.00 11.2 -0.13 0.00 24.9 31 32 32.00 5R ---- 79.0 ---- ---- -6.8 0.34 11.2 -----27.8 4.64 24.9 150 33 1.101 5.0 ---- 79.0 ---- ---- - 0.01 0.00 11.5 -----0.13 0.00 29.6 32 33 43.00 B6R ---- 79.0 ---- ---- -6.8 0.50 11.5 -----27.8 6.76 29.6 150 12 1.101 11.0 ---- 79.0 ---- ---- - 0.01 0.00 12.0 -0.13 0.00 36.3 33 29 10.00 L ---- 79.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 10.1 150 34 1.101 7.0 ---- 89.0 ---- ----- 0.00 4.33 5.7 ---- 0.00 4.33 5.8 34 34 13.00 3L2R ---- 89.0 ---- ---- 0.0 0.00 5.7 ---- 0.0 0.00 5.8 150 35 1.101 23.0 ---- 89.0 ---- ---- 0.00 0.00 5.7 ---- 0.00 0.00 5.8 Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 4 EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 8 at 4.38 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 9 at 17.79 ft/s with 4 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Ell TeeBr TeeRun Couplg SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv 1.101 ' 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Ell TeeBch TeeRun Coupi SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00' 3.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B ' R C S G 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 5 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 4 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems,.Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 6 WATER SUPPLY CURVE 75 .0 rA- 67.5 P OD 60.0 R E 52.5 S S 45.0 U R 37 .5 E 30.0 P 22.5 C' B I 15.0 7.5 0.0 08 16 24 32 40 48 56 64 72 AN FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (4 sprinklers, flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 13.0 gpm 71.9 psi @ 52.8 gpm B = Required Water Supply D = Required Water Supply 21.7 psi @ 13.0 gpm 62.5 psi @ 52.8 gpm DATE: 9/25/2006 S:\LINDA\60120\calc\6012O .BLDG O.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA, CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING 0 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/25/2006.. File No: 60120 BLDG 0 Data File Name: 60120 BLDG O.rdf SPRINKLER SPACING 110.0 sq. ft./spklr. (max) Max. Dist. Bet. Spkirs: 10.0 ft. Mm. Dist. Bet. Spklrs: 13.0 Max. Dist. Spklr. to Wall: 13.0 ft. SPRINKLER SPECIFICATIONS Mfr: reliable Descr: F1FR Pendent K=5.60 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=5.36 (Incl. 1 Tee') 0.0 ft. x 0.874 in. Arm-Over: K=5.31 (Incl. 1 Tee &.1 Eli) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spkirs. Min Spklr. Flowing Flow 1 16.5 3 16.5 Press. Node Total Avail. (psi) No. Flow Press. 9.5 20 16.5 72.0 9.5 20 51.0 71.9 Req'd Press. 23.9 59.2 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 3 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) === * ============ ========= * ===== == = 1 1 50.00 BG ---- 69.0 SRCE ---- 16.5 0.01 23.9 ---- 51.0 0.05 59.2 150 2 4.240 43.0 ---- 69.0 --------. 0.00 0.00 23.9 ---- 0.00 0.00 59.2 2 2 4.00 ---- 69.0 ---- ---- l6.5 0.00 23.9 ---- 51.0 0.00 59.2 140 100 4.220 0.0 ---- 71.0 -------- 0.00 0.87 23.1 ---- 0.00 0.87 58.3 3 100 6.00 ---- 71.0 -------- 16.5 0.01 23.1 ---- 51.0 0.07 58.3 120 101 2.469 0.0 ---- 71.0 ---- ---- 0.00 0.00 23.1 ---- 0.01 0.00 58.3 4 101 4.00 US -4.0 71.0 ---- ---- 16.5 0.10 23.1 ---- 51.0 0.81 58.3 150 3 1.959 31.0 ---- 69.0 ---- ---- 0.00 0.87 19.8 ---- 0.02 0.87 54.3 5 3 10.00 L ---- 69.0 ---- ---- 16.5 0.05 19.8 ---- 51.0 0.37 54.3 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 19.8 ---- 0.02 0.00 53.9 6 4 4.00 L ---- 69.0 ---- ---- 16.5 0.03 19.8 ---- 51.0 0.23 53.9 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 18.9 ---- 0.02 0.87 52.8 7 5 6.00 LB3RS ---- 71.0 ---- ---- 16.5 0.14 18.9 ---- 51.0 '1.13 52.8 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 16.1 ---- 0.02 2.60 49.1 8 6 2.00 L ---- 77.0 ---- ---- 16.5 0.43 16.1 ---- 51.0 3.46 49.1 150 10 1.101 7.0 ---- 79.0 ---- ---- 0.05 0.87 14.9 ---- 0.38 0.87 44.8 9 10 7.00 L ---- 79.0 ---- ---- 16.5 0.67 14.9 ---- 51.0 5.38, 44.8 150 11 1.101 7.0 ---- 79.0 -------T oos . 0.00 14.2 ---- 0.38 0.00 39.4 10 11 7.50 BR ---- 79.0 ---- ---- 16.5 0.64 14.2 ---- 51.0 5.19 39.4 150 12 1.101 6.0 ---- 79.0 ---- ---- 0.05 0.00 13.5 ---- 0.38 0.00 34.2 11 12 27.50 B6R ---- 79.0 ---- ---- 9.7 0.69 13.5 ---- 30.3 5.6334.2 150 13 1.101 11.0 ---- 79.0 ---- ---- 0.02 0.00 12.8 ---- 0.15 0.00 28.6 12 13-27.50 8R ---- 79.0 ---- ---- 9.7 0.64 12.8 ---- 30.3 5.19 28.6 150 14 1.101 8.0 ---- 79.0 ---- ---- 0.02 0.00 12.2 ---- 0.15 0.00 23.4 1.3 14 23.50 9R ---- 79.0 ---- ---- 9.7 0.58 12.2 ---- 30.3 4.76 23.4 150 15 1.101 9.0 ---- 79.0 --------. 0.02 0.00 11.6 ---- 0.15 0.00 18.6 14 15 27.50 8R ---- 79.0 ---- ---- 9.7 0.64 11.6 ---- 30.3 5.19 18.6 15016 1.101 8.0 ---- 79.0 ---- ---- 0.02 0.00 11.0 ---- 0.15 0.00 13.4 15 16 13.50 5R ---- 79.0 ---- ---- 9.7 0.33 11.0 ---- 30.3 2.71 13.4 150 171.101 5.0 ---- 79.0 ---- ---- 0.02 0.00 10.7 ---- 0.15 0.00 10.7 16 17 6.00 B ---- 79.0 ---- ---- '0.0 0.00 10.7 ---- 17.1 0.56 10.7 150 18 1.101 5.0 ---- 79.0 5.36 ---- 0.00 0.00 10.7 17.1 0.05 0.00 10.2 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 3 17 17 4.50 R ---- 79.0 ---- ---- 9.7 0.10 10.7 ---- 13.2 0.17 10.7 150 19 1.101 1.0 ---- 79.0 ---- ---- 0.02 0.00 10.6 ---- 0.03 0.00 10.6 18 19 10.50 LB ---- 79.0 ---- ---- 16.5 1.07 10.6 ---- 16.5 1.07 10.6 150 20 1.101 12.0 ---- 79.0 5.36 16.5 0.05 0.00 9.5 16.5 0.05 0.00 9.5 19 19 1.00 R ---- 79.0 ---- ---- -6.8 0.02 10.6 -----3.3 0.00 10.6 150 21 1.101 1.0 ---- 79.0 5.36 ---- -0.01 0.00 10.6 17.4 0.00 0.00 10.6 20 21 33.50 LB6R ---- 79.0 5.36 ---- -6.8 0.47 10.6 17.4 -20.7 3.75 10.6 150 22 1.101 18.0 ---- 79.0 ---- ---- - 0.01 0.00 11.0 -----0.07 0.00 14.3 21 22 26.00 B4R ---- 79.0 ---- ---- -6.8 0.32 11.0 -----20.7 2.55 14.3 150 23 1.101 9.0 ---- 79.0 ---- -----0.01 0.00 11.4 -----0.07 0.00 16.9 22 23 4.00 B ---- 79.0 -------- 0.0 0.00 11.4 ---- 0.0 0.00 16.9 150 24 1.101 5.0 ---- 79.0 -------- 0.00 0.00 11.4 ---- 0.00 0.00 16.9 23 23 10.50 R ---- 79.0 ---- -----6.8 0.11 11.4 -----20.7 0.84 16.9 150 25 1.101 1.0 ---- 79.0 ---- ---- - 0.01 0.00 11.5 ------0.07 0.00 17.7 24 25 3.00 BR ---- 79.0 ---- ---- - 0.0 0.00 11.5 ---- 0.0 0.00 17.7 150 26 1.101 6.0 ---- 79.0 ---- ---- 0.00 0.00 11.5 ---- 0.00 0.00 17.7 25 25 8.50 R ---- 79.0 ---- ------ -6.8 0.09 11.5 -----20.7 0.69 17.7 150 27 1.101 1.0 ---- 79.0 ---- ---- - 0.01 0.00 116 ----'-0.07 0.00 18.4 26 27 4.50 R ---- 79.0 ---- ---- -6.8 0.05 11.6 -----20.7 0.'40 18.4 150 28 1.101 1.0 ---- 79.0 ---- ---- - 0.01 0.00 11.6 ---- -0.07 0.00 18.8 27 28 14.00 LB2R ---- 79.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 18.8 150 29 1.101 14.0 ---- 79.0 ---- ---- 0.00 0.00 11.6 ---- 0.00 0.00 18.8 28 28 3.00 R ---- 79.0 ---- ---- -6.8 0.04 11.6 ---- -20.7 0.29 18.8 150 30 1.101 1.0 ---- 79.0 ---- ---- -0.01. 0.00 11.6 -----0.07 0.00 19.1 29 30 54.00 7R ---- 79.0 -- - ---- - 6.8 0.56 11.6 -----20.7 4.4419.1 150 31 1.101 7.0 ---- --------0.01 79.0 --------- - 0.01 0.00 12.2 -----0.07 0.00 23.5 30 31 49.00 7R ---- 79.0 ---- ---- -6.8 0.51 12.2 -----20.7 4.08 23.5 150 32 1.101 7.0 ---- 79.0 ---- ---- - 0.01 0.00 12.7 -----0.07 0.00 27.6 31 32 32.00 5R ---- 79.0 ---- ---- -6.8 0.34 12.7 -----20.7 2.69 27.6 150 33 1.101 5.0 ---- 79.0 ---- ---- - 0.01 0.00 13.0 -----0.07 0.00 30.3 32 33 43.00 B6R ---- 79.0 ---------6.8 0.49 13.0------20.7 3.93 30.3 150 12 1.101 11.0 ---- 79.0 ---- ---- - 0.01 0.00 13.5 -----0.07 0.00 34.2 33 29 10.00 L ---- 79.0 ---- ---- 0.0 0.00 11.6 ---- 0.0 0.00 18.8 150 34 1.101 7.0 ---- 89.0 ---- ---- 0.00 4.33 7.3 ---- 0.00 4.33 14.5 34 34 13.00 3L2R ---- 89.0 ---- ---- 0.0 0.00 7.3 ---- 0.0 0.00 14.5 150 35'1.101 23.0 ---- 89.0 ---- ---- 0.00 0.00 7.3 ---- 0.00 0.00 14.5 Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 4 EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL.- Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv The maximum velocity of water flow occurs in pipe 9 at 5.56 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 17.19 ft/s with 3 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBr TeeRun Couplg SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BiazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Ell TeeBch TeeRun Coupi SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43.00 4.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 5 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 3 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 6 WATER SUPPLY CURVE 75.0 CC 67 .5 P R 60.0 OD E 52.5 S S U 45.0 R 37.5 30 .0 P 22.5 S I 15.0 7.5 0.0 08 16 24 32 40 48 56 64 72 80 FLOW (GPM) Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (3 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 16.5 gpm 71.9 psi @ 51.0 gpm B = Required Water Supply D = Required Water Supply 23.9 psi @ 16.5 gpm 59.2 psi.@ 51.0 gpm DATE: 9/25/2006 S:\LINDA\60120\caic\60120 BLDG O.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA, CA .92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR THE BLUFFS *BUILDING 0 1065 CHINQUAPIN AVENUE CARLSBAD, CA 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 9/25/2006 File No: 60120 BLDG 0 Data File Name: 60120 BLDG O.rdf SPRINKLER SPACING 256.0 sq. ft./spkir. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spkirs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc. (16x16) K=4.30 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.18 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.16 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi Fiow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Flowing Flow 1 13.0 1 13.0 REVIEWING AUTHORITY Press. Node Total Avail. Req'd (psi) No. Flow Press. Press. 9.7 35 13.0 72.0 28.2 9.7 35 13.0 72.0 28.2 CARLSBAD FIRE DEPARTMENT DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF FT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT FE (PSI) == ============================== ==== * ===================== * ============== 1 1 50.00 BG ---- 69.0 SRCE 13.0 0.00 28.2 ---- 13.0 0.00 28.2 150 2 4.240 43.0 ---- 69.0 ---- ---- 0.00 0.00 28.2 ---- 0.00 0.00 28.2 2 2 4.00 ---- 69..0 ---- ---- 13.0 0.00 28.2 ---- 13.0 0.00 28.2 140 100 4.220 0.0 ---- 71.0 --------0.00 0.87 27.3 ---- 9.00 0.87 27.3 3 100 6.00 ---- 71.0 ---- ---- 13.0 0.01 27.3 ---- 13.0 0.01 27.3 120 101 2.469 0.0 ---- 71.0 ---- ----0.00 0.00 27.3 ---- 0.00 0.00 27.3 4 101 4.00 3LS -4.0 71.0 ---- ---- 13.0 0.06 27.3 13.0 0.06 27.3 150 3 1.959 31.0 ---- 69.0 ---- ---- 0.00 0.87 24.1 ---- 0.00 0.87 24.1 5 3 10.00 L ---- 69.0 ---- ---- 13.0 0.03 24.1 ---- 13.0 0.03 24.1 150 4 1.959 6.0 ---- 69.0 ---- ---- 0.00 0.00 24.1 ---- 0.00 0.00 24.1 6 4 4.00 L ---- 69.0 ---- ---- - 13.0 0.02 24.1 ---- 13.0 0.02 24.1 150 5 1.959 6.0 ---- 71.0 ---- ---- 0.00 0.87 23.2 ----- 0.00 0.87 23.2 7 5 6.00 LB3RS ---- 71.0 ---- ---- 13.0 0.09 23.2 ---- 13.0 0.09 23.2 150 6 2.009 49.0 ---- 77.0 ---- ---- 0.00 2.60 20.5 ---- 0.00 2.60 20.5 8 6 2.00 L ---- 77.0 ---- ---- 13.0 0.28 20.5 ---- 13.0 0.28 20.5 150 10 1.101 7.0 ---- 79.0 ---- ---- 0.03 0.87 19.4 ---- 0.03 0.87 19.4 9 10 7.00 L ---- 79.0 ---- ---- 13.0 0.43 19.4 ---- 13.0 0.43 19.4 150 11 1.101 7.0 ---- 79.0 ---- ---- 0.03.,0.00 19.0 ---- 0.03 0.00 19.0 10 11 7.50 BR ---- 79.0 ---- ---- 13.0 0.41 19.0 ---- 13.0 0.41 19.0 150 12 1.101 6.0 ---- 79.0 ---- ---- 0.03 0.00 18.5 ---- 0.03 0.00 18.5 11 12 27.50 B6R ---- 79.0 ---- ---- 6.0 0.28 18.5 ---- 6.0 0.28 18.5 150 13 1.101 11.0 ---- 79.0 ---- ---- 0.01 0.00 18.3 ---- 0.01 0.00 18.3 12 13 27.50 8R ---- 79.0 ---- ---- 6.0 0.26 18.3 ---- 6.0 0.26 18.3 150 14 1.101 8.0 ---- 79.0 ---- ---- 0.01 0.00 18.0 ---- 0.01 0.00 18.0 13 14 23.50 9R ---- 79.0 ---- ---- 6.0 0.24 18.0 ---- 6.0 0.24 18.0 150 15 1.101 9.0 ---- 79.0 ---- ---- 0.01 0.00 17.8 ---- 0.01 0.00 17.8 14 15 27.50 8R ---- 79.0 ---- ---- 6.0 0.26 17.8 ---- 6.0 0.26 17.8 150 16 1.101 8.0 ---- 79.0 ---- ---- 0.01 0.00 17.5 ---- 0.01 0.00 17.5 15 16 13.50 5R ---- 79.0 ---- ---- 6.0 0.14 17.5 ---- 6.0 0.14 17.5 150 171.101 5.0 ---- 79.0 ---- ---- 0.01 0.00 17.4 ---- 0.01 0.00 17.4 16 17 6.00 B ---- 79.0 ---- ---- 0.0 0.00 17.4 ---- 0.0 0.00 17.4 150 18 1.101 5.0 ---- 79.0 ---- ---- 0.00 0.00 17.4 ---- 0.00 0.00 17.4 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 3 17 17 4.50 R ---- 79.0 ---- ---- 6.0 0.04 17.4 ---- 6.0 0.04-17.4 150 19 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 17.3 ---- 0.01 0.00 17.3 18 19 10.50 LB ---- 79.0 ---- ---- 0.0 0.00 17.3 ---- 0.0 0.00 17.3 150 20 1.101 12.0 ---- 79.0 ---- ---- 0.00 0.00 17.3 ---- 0.00 0.00 17.3 19 19 1.00 R ---- 79.0 ---- ---- 6.0 0.01 17.3 ---- 6.0 0.01 17.3 150 21 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.90 17.3 ---- 0.01 0.00 17.3 20 21 33.50 LB6R ---- 79.0 ---- ---- 6.0 0.38 17.3 ---- 6.0 0.38 17.3 150 22 1.101 18.0 ---- 79.0 ---- ---- 0.01 0.00 16.9 ---- 0.01 0.00 16.9 21 22 26.00 B4R ---- 79.0 ---- ----6.0 0.26 16.9 ---- 6.0 0.26 16.9 150 23 1.101 9.0 ----- 79.0 ---- ---- ' 0.01 0.00 16.7 ---- 0.01 0.00 16.7 22 23 4.00 B ---- 79.0 -------.- 0.0 0.00 16.7 ---- 0.0 0.00 16.7 150 24 1.101 5.0 ---- 79.0 -------- 0.00 0.00 16.7 ---- 0.00 0.00 16.7 23 23 10.50 R ---- 79.0 ---- ----6.0 0:08 16.7 ---- 6.0 0.08 16.7 150 25 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 16.6 ---- 0.01 0.00 16.6 24 25 3.00 BR ---- 79.0 ---- ---- 0.0 0.00 16.6 ---- 0.0 0.00 16.6 150 26 1.101 6.0 ---- 79.0 ---- ---- 0.00 0.00'16.6 ---- 0.00 0.00 16.6 25 25 8.50 R ---- 79.0 ---- ---- - 6.0 0.07 16.6 ---- 6.0 0.07 16.6 150 27 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 16.5 ----' 0.01 0.00 16.5 26 27 4.50 R ---- 79.0 ---- ---- 6.0 0.04 16.5 ---- 6.0 0.04 16,5 150 28 1.101 1.0 ---- 79.0 ---- ---- 0.01 0.00 16.5 ---- 0.01 0.00 16.5 27 28 14.00 150 29 1.101 28 28 3.00 150 30 1.101 29 30 54.00 150 31 1.101 30 31 49.00 150 32 1.101 31 32 32.00 150 33 1.101 32 33 43.00 150 12 1.101 33 29 10.00 150 34 1.101 34 34 13.00 150 35' 1.101 LB2R ---- 79.0 ---- ---- 13.0 0.86 16.5 ---- 13.0 0.86 16.5 14.0 ---- 79.0 ---- ---- 0.03 0.00 15.6 ---- 0.03 0.00 15.6 R ---- 79.0 ---- ---- -7.0 0.04 16.5 -7.0 0.04 16.5 1.0 ---- 79.0 ---- ---- - 0.01.,0.00 16.5 -----0.01 0.00 16.5 7R ---- 79.0 ---- ----- -7.0 0.59 16.5 -----7.0 0.59 16.5 7.0 ---- 79.0 -.--- --- --0.01 0.00 17.1 -----0.01 0.00 17.1 7R ---- 79.0 ---- ---- -7.0 0.55 17.1 -7.0 0.55 17.1 7.0 ---- 79.0 ---- ---- - 0.01 0.00 17.7 -----0.01 0.00 17.7 5R ---- 79.0 ---- ---- -7.0 0.36 17.7 -----7.0 0.36 17.7 5.0 ---- 79.0 ---- ---- - 0.01 0.00 18.0 -----0.01 0.00 18.0 B6R ---- 79.0 ---- ---- -7.0 0.53 18.0 -----7.0 0.53 18.0 11.0 ---- 79.0 ---- ---- - 0.01 0.00 18.5 -----0.01 0.00 18.5 L ---- 79.0 ---- ---- 13.0 0.52 15.6 ---- 13.0 0.52 15.6 7.0 ---- 89.0 ---- ---- 0.03 4.33 10.8 ---- 0.03 4.33 10.8 3L2R ---- 89.0 ---- ---- 13.0 1.10 10.8 ---- 13.0 1.10 10.8 23.0 ---- 89.0 4.18 13.0 0.03 0.00 9.7 13.0 0.03 0.00 9.7 Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings DATE: 9/25/2006 S:\LINDA\60120\caic\60120 BLDG O.rdf Page 4 EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SF - K-Factor DISCH- Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv The maximum velocity of water flow occurs in pipe 33 at 4.38 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 33 at 4.38 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBr TeeRun Coupig SwgChk GatVlv 2.469 3.00 6.00 12.00 4.00 4.00 14.00 2.00 PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Eli TeeBch TeèRun Coupig SwgChk GatVlv 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Eli TeeBch TeeRun Coupi SwgChk Gate 4.220 7.00 17.00 34.00 0.00 0.00 37.00 3.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Coupig SwgChk GatVlv 4.240 12.00 20.00 39.00 0.00 0.00 43:00 4.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv 1.959 2.00 6.00 12.00 4.00 4.00 13.00 1.00 DATE: 9/25/2006 S:\LINDA\60120\calc\60120 BLDG O.rdf Page 5 PAGE: M MATERIAL: Copper Tube-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Ell 90 Ell TeeBch TeeRun Coupig SwgChk GatVlv 2.009 3.00 7.00 13.00 5.00 5.00 14.00 1.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.4 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc.. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 DATE: 9/25/2006 S:\LINDA\60120\caic\60120 BLDG O.rdf Page 6 WATER SUPPLY CURVE 75.0 67 .5 P R 60.0 E S 525 S 45.0 U R 37.5 30.0 OD P 22.5 I 15.0 7.5 0.0 111 I i I I I 02 4 6 8 10 12 14 16 18 20 FLOW (GPM) Static = 72.0 Psi, Residual = 18.0 Psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 13.0 gpm 72.0 psi @ 13.0 gpm B = Required Water Supply D = Required Water Supply 28.2 psi @ 13.0 gpm 28.2 psi @ 13.0 gpm S O ~022,4 CARLSBA FIRE PREVENTION DIVISION Permit Application Form Check or fill in pertinent information for type. of permit you are submitting. AS —Automatic Sprinklers (Check off type ofplans being submitted) New System - How many risers/levels? I. Tenant improvement Residential - How many systems and/or buildings? Underground for approval U *.i06 0,:.o Underground included, for reference onlT, Total Fees FA - Fire Alarm 25 Devices or less Over 26 devices # of devices Monitoring System Total Fees FS - Fixed Systems (Circle One) Hood & Duct,. Special Chemical Agent Suppression System, Standpipe, Spray Booth Toto Fees Repeated Inspection fee is $70.00. . Name of Project: 1Vft 14t3 Address ofjob site: Suite 2j2 / 4'Z7 Building Permit #CB 7/o 'e 3le 14-110 Contractor 'Information .. Name .4/// IQJ45.. 10c, Address 7o. - .. . .c City State, Zip T(2' 014 Phone () 91 r5 ./'/ LI 7 FAX 061) -Kind of Licene .and Number ( { (1g (oPft 0() . Exp. Date Do you currently have a business license on file with the City of Carlsbad? Yes or Signature _. . Date________ Please estimate at least 10 business days for plan review comments and / o r a p p r o v a l . W e w i l l contact you by telephone when the plans are approved/disapproved. Th a n k y o u !