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HomeMy WebLinkAbout2150 PALOMAR AIRPORT RD; BLDG 2; AS050220; Permit12/28/2020 AS050220 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS050220 2150 PALOMAR Job Address: Status: APPROVED AIRPORT RD Permit Type: SPRINK Applied 10/25/2005 Parcel No: 7602218206 Approved: 1/6/2006 Lot #: 0 Reference No.: Issued: 1/6/2006 PC #: Inspector: Project Title: PALOMAR AIRPORT BLDG 2 FIRE SPRINKLER PLANCHECK & INSPECTIONS Applicant: Owner: PRO-TECH FIRE PROTECTION SYSTEMS CORP SUITE 179 ROYMAR RD. OCEANSIDE, CA 760-722-2455 Fees ($) Add'I Fees ($) Total ($) Balance ($) 1,150 0 1,150 0 ASc5oVD Fire Protection Systems A California Corporation Palomar Airport Bldg. 2 2150 Palomar Airport Rd. Carlsbad, CA 92011 Overhead Fire Sprinkler Material Submittal and Calculations 05-0058-2 Date: October 25, 2005 PRO T E CT! ON 0 E S I G N & CONSULT! N G Project: Palomar Airport Building 24 483 Ronson Court. Suite P Permit No.: 044152 Date: 12.0 San Diego, California 92111 (Phone) 858.751.2930 (Fax) 858.751.2933 Review No.:044152-1 By:SML Contractor: Pro-Tech Fire Protection Fire Protection System Submittal Review Summary The above-referenced plans and calculations have been reviewed are recommended for approval to the Carlsbad Fire Department with the following comments: PLANS U Furnish end-of-line restraints for all branch and arm-over piping. MATERIAL DATA SHEETS U Furnish data sheets for, and verify installation of listed quick response sprinklers at all light hazard (office) areas. IV/,,, 1p!;5 Date CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with applicable regulations. The stamping of these plans shall not be held to er It or approve the 9lati9f any law By /1 Date C 0 S S MATERIAL SUBMITTALS TABLE OF CONTENTS ITEM # DESCRIPTION MODEL # MFG 1 Pipe Dyna-Thread Allied 2 Pipe Dyna-Flow Allied 3 Welded outlet Tee-Let AnvilStar 4 Butterfly Valve BFV- 1 Tyco 5 Check Valve CV-IF Tyco 6 Fire Sprinkler TY-B Tyco 7 Hanger-Ring Hanger Fig. 200 Tolco 8 Hanger- All Thread Rod Fig. 100 Tolco 9 Beam-Clamp Fig 65, 66 Tolco 10 Large Mouth Beam Clamp Fig 68 Tolco 11 Retaining Strap Fig 69 Tolco 12 Sidewinders SWD- 1" Speedy Products 13 Sway Bracing-Pipe Clamp Fig. 4A Tolco 14 Sway Bracing-Pipe Clamp Fig. 4 Tolco 15 Sway Bracing Fig. 909 Tolco 16 Sway Bracing Fig. 1000 Tolco 17 Sway Bracing Attachment 086 Afcon 18 Flow Switch VSF-R Potter 19 Electric Bell PBA Potter 20 Test N Drain 1011 AGF 21 Grooved Coupling 772 Tyco 22 Grooved Coupling 705 Tyco 23 Grooved Fittings Varies Tyco 24 Threaded Fittings Varies Tyco 25 Concrete Anchor Inserts HDI Hilti Hydraulic Calculations 26 Calculation Remote Area #1 05-0058-2_ Palomar _Airport _Bld2_R1.hcp Calculation Remote Area #2 05-0058-2 Palomar Ain,ort Bld2 R2.hcn 0 HYDRAULIC CALCULATIONS for HANGAR 15 2192 PALOMAR ROAD CARLSBAD, CA 92011 Contract No. 05-0058-2 Date September 29, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\building_2\submittal_1\050o582palomarAirportbld2R1.hcp Design Data: Remote Area Location REMOTE AREA 1 Occupancy Classification EXTRA HAZARD GROUP 1 Density 0.30 gpm/sq.ft Remote Area Size 2000.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 26 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 1186.2 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. G,Oceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT Per NFPA 13 (1999 Edition) 7-2.3.2.7, Where high-temperature heads are used in extra hazard occupancies, the calculation area is permitted to be reduced 25% but not less then 2000SQ.FT. S OmniCADD Hydraulic Calculation Software v. 2.3 Octobe 10, 2005 01:23 PM Palomar Airport Building#2 GENERAL RESULTS Total Water Including Hose Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity @ Pipe: fml3 Maximum Fr. Loss @ Pipe: b132 Average Density Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. 1186.2 gpm 500.0 gpm 686.2 gpm 0.0 gpm 0.007 gpm 0.1 gpm 15.1 ft/s 0.220 psi/ft 0.34 gpm/sq.ft Page: 2 SOURCE:1 Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing 95.0 psi 85.0 psi 1404.0 gpm 0.0 gpm 87.7 psi 77.0 psi 12.2%, 10.7 psi 1186.2 gpm OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:23 PM Palomar Airport Building#2 Page: 3 Water Curves for Src: 1 0 300 500 700 800 900 1000 1100 1200 1300 1400 1500 B C 0 300 500 700 800 900 1000 1100 1200 1300 1400 1500 . GPM Curve I Values - X: psi @ gpm Supply CurveSrc: 1 A:95©0 - B:87.7@1186.2 - C:85@1404 Demand Curve @ Src: 1 10.4@0 - D:77@1186.2 End Head Pressure Responce 0@0 - E:0@1186.2 OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:23 PM Palomar Airport Building#2 Page: 4 NODES # jyp Value Elevation X Y Res. Pies. Discharge -I ft ft ft psi gp_ 1 Src [...] -4.0 734.2 156.6 77.0 0.0 200 Head 8.00 19.9 451.2 308.5 17.6 33.6 201 Head 8.00 19.9 443.2 308.5 11.4 27.0 202 Head 8.00 19.9 435.2 308.5 11.2 26.7 203 Head 8.00 19.9 427.2 308.5 11.1 26.6 204 Head 8.00 19.9 419.2 308.5 11.7 27.4 205 Head 8.00 19.9 451.2 297.6 17.9 33.8 206 Head 8.00 19.9 443.2 297.6 11.6 27.2 207 Head 8.00 19.9 435.2 297.6 11.4 27.0 208 Head 8.00 19.9 427.2 297.6 11.3 26.8 209 Head 8.00 19.9 419.2 297.6 11.9 27.6 210 Head 8.00 19.9 443.2 286.7 11.3 26.8 211 Head 8.00 19.9 435.2 286.7 11.0 26.6 212 Head 8.00 19.9 427.2 286.7 10.9 26.4 213 Head 8.00 19.9 419.2 286.7 11.6 27.2 214 Head 8.00 19.9 443.2 275.8 9.9 25.2 215 Head 8.00 19.9 435.2 275.8 9.7 25.0 216 Head 8.00 19.9 427.2 275.8 9.6 24.8 217 Head 8.00 19.9 419.2 275.8 10.2 25.6 218 Head 8.00 19.9 443.2 265.6 9.4 24.5 219 Head 8.00 19.9 435.2 265.6 9.2 24.2 220 Head 8.00 19.9 427.2 265.6 9.1 24.1 221 Head 8.00 19.9 419.2 265.6 9.6 24.8 222 Head 8.00 19.9 443.2 259.6 9.3 24.4 223 Head 8.00 19.9 435.2 259.6 9.1 24.1 224 Head 8.00 19.9 427.2 259.6 9.0 24.0 225 Head 8.00 19.9 419.2 259.6 9.5 24.7 27 Hose 500.0 -4.0 714.2 313.6 73.3 500.0 75 FPLD 5.0 -4.0 705.4 290.6 70.6 - 61 Node - -4.0 729.2 676.6 76.0 - 62 Node - -4.0 677.2 676.6 76.0 - 63 Node - -4.0 392.2 640.6 76.3 - 64 Node - -4.0 172.2 640.6 76.4 - 65 Node - -4.0 22.2 640.6 76.5 - 67 Node - 4.0 677.2 612.6 76.1 - 68 Node -4.0 457.2 612.6 76.2 - 69 Node - -4.0 392.2 612.6 76.2 - 119 Node - -4.0 729.2 538.6 75.9 - 129 Node - -4.0 22.2 522.8 76.5 - 180 Node - -4.0 729.2 477.6 75.9 - 183 Node - -4.0 22.2 440.6 76.6 - 184 Node - -4.0 -62.8 440.6 76.7 - 42 Node - -4.0 729.2 313.6 75.8 - 226 Node - 17.8 705.4 290.6 55.1 - 73 Node - 1.0 705.4 290.6 68.4 - 227 Node - 17.8 634.2 290.6 47.2 - 228 Node - 17.8 628.2 290.6 43.3 - 229 Node - 17.8 562.2 290.6 37.2 - 230 Node - 17.8 556.2 290.6 33.3 - 231 Node - 17.8 490.2 290.6 27.2 - 232 Node - 17.8 484.2 290.6 23.3 - 185 Node - -4.0 729.2 290.6 75.8 - 59 Node - 19.9 451.2 290.6 18.6 - 233 Node - 17.8 451.2 290.6 20.3 - 60 Node - 19.9 443.2 290.6 12.1 - 234 Node - 17.8 443.2 290.6 19.7 - 66 Node - 19.9 435.2 290.6 11.8 - 235 Node - 17.8 435.2 290.6 19.3 - 70 Node - 19.9 427.2 290.6 11.7 - 236 Node - 17.8 427.2 290.6 19.1 - 71 Node - 19.9 419.2 290.6 12.4 - 237 Node - 17.8 419.2 290.6 19.1 - 187 Node - -4.0 729.2 156.6 77.0 - 188 Node I - -4.0 1 -62.81 129.61 76.9 1 - OmniCADD Hydraulic Calculation Software v. 2.3 4 October 10, 2005 01:23 PM Palomar Airport Building#2 Page: 5 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fitting_ Nom.Diarn. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # - - Type Value Elevation Res.Pres. Discharge - ft psi _pg ft psi/ft psi _gp ft/s 2 233 Node - 17.8 20.3 - Dyna Flow 2 2.1 0.032 0.745 67.4 5.6 Sprig Up/Drop 59 Node - 19.9 18.6 - 120 2.000 21.6 0.902 ET 2.227 23.6 0.207 sdl 234 Node - 17.8 19.7 - Dyna Flow 2 2.1 0.148 6.659 155.1 12.8 Sprig Up/Drop 60 Node - 19.9 12.1 - 120 2.000 43.1 0.909 3T 2.227 45.2 1.098 sd3 235 Node • 17.8 19.3 - Dyna Flow 2 2.1 0.145 6.537 153.6 12.6 Sprig Up/Drop 66 Node - 19.9 11.8 - 120 2.000 43.1 0.909 3T 2.227 45.2 1.077 5d4 236 Node - 17.8 19.1 - Dyna Flow 2 2.1 0.144 6.479 152.8 12.6 Sprig Up/Drop 70 Node - 19.9 11.7 - 120 2.000 43.1 0.909 31 2.227 45.2 1.066 5d5 237 Node - 17.8 19.1 - Dyna Flow 2 2.1 0.152 5.747 157.3 13.0 Sprig Up/Drop 71 Node - 19.9 12.4 - 120 2.000 35.9 0.909 E2T 2.227 38.0 1.129 bli 205 Head 8.00 19.9 17.9 33.8 Dyna Flow 1-1/2 10.9 0.028 0.304 33.6 4.5 Branch Line 200 Head 8.00 19.9 17.6 33.6 120 1.500 0.0 0.000 1.752 10.9 0.134 b12 206 1 Head 8.00 19.9 11.6 27.2 Dyna Flow 1-1/2 10.9 0.019 0.203 27.0 3.6 Branch Line 201 Head 8.00 19.9 11.4 27.0 120 1.500 0.0 0.000 - 1.752 10.9 0.087 b13 207 Head 8.00 19.9 11.4 27.0 Dyna Flow 1-1/2 10.9 0.018 0.199 26.7 3.6 Branch Line 202 Head 8.00 19.9 11.2 26.7 120 1.500 0.0 0.000 - 1.752 10.9 0.085 b14 208 Head 8.00 19.9 11.3 26.8 Dyna Flow 1-1/2 10.9 0.018 0.198 26.6 3.5 Branch Line 203 Head 8.00 19.9 11.1 26.6 120 1.500 0.0 0.000 - 1.752 10.9 0.084 b15 209 Head 8.00 19.9 11.9 27.6 Dyna Flow 1-1/2 10.9 0.019 0.208 27.4 3.6 Branch Line 204 Head 8.00 19.9 11.7 27.4 120 1.500 0.0 0.000 - 1.752 10.9 0.089 b140 205 Head 8.00 19.9 17.9 33.8 Dyna Flow 1-1/2 7.1 0.102 0.717 -67.4 9.0 Branch Line 59 Node - 19.9 18.6 - 120 1.500 0.0 0.000 - 1.752 7.1 0.541 38 206 Head 8.00 19.9 11.6 27.2 Dyna Flow 1-1/2 7.1 0.068 0.479 -54.2 7.2 Branch Line 60 Node - 19.9 12.1 - 120 1.500 0.0 0.007 - 1.752 7.1 0.351 ________ b137 207 Head 8.00 19.9 11.4 27.0 Dyna Flow 1-1/2 7.1 0.067 0.471 -53.7 7.1 Branch Line 66 Node - 19.9 11.8 - 120 1.500 0.0 0.007 - 1.752 7.1 0.344 ä iHead 8.00 19.9 11.3 26.8 Dyna Flow 1-1/2 7.1 0.066 0.466 -53.4 7.1 Branch Line 70 Node - 19.9 11.7 - 120 1.500 0.0 0.007 - 1.752 7.1 0.340 b133 209 Head 8.00 19.9 11.9 27.6 Dyna Flow 1-1/2 7.1 0.070 0.492 -55.0 7.3 Branch Line 71 Node - 19.9 12.4 - 120 1.500 0.0 0.007 - 1.752 7.1 0.360 HT 214 Head iöÔ 19.9 9.9 25.2 Dyna Flow 1-1/2 10.9 0.121 1.314 -74.1 9.9 Branch Line 210 Head 8.00 19.9 11.3 26.8 120 1.500 0.0 0.000 - 1.752 10.9 0.654 61 Head 8.001 19.9 11.3 26.8 Dyna Flow 1-1/2 3.8 0.214 0.817 -100.9 13.4 Branch Line 60 Node - 19.9 12.1 - 120 1.500 0.0 0.007 - 1.752 3.8 1.213 ji3 215 id äö 19.9 9.7 25.0 Dyna Flow 1-1/2 fÔ 0.119 1.290 -73.3 9.8 Branch Line 211 Head 8.00 19.9 11.0 26.6 120 1.500 0.0 0.000 - 1.752 10.9 0.641 b136 66 Node - 19.9 11.8 - Dyna Flow 1-1/2 3.8 0.210 0.802 99.9 13.3 Branch Line 211 Head 8.00 19.9 11.0 26.6 120 1.500 0.0 0.007 ______ _______ - 1.752 3.8 1.189 Read 8.00 19.9 9.6 24.8 Dyna Flow 1-1/2 10.9 0.118 1.278 -73.0 9.7 Branch Line 212 Head 8.00 19.9 10.9 26.4 120 1.500 0.0 0.000 - 1.752 1 10.9 0.634 b135 212 Head 8.00 19.9 10.9 26.4 Dyna Flow 1-1/2 3.8 0.208 0.795 -99.4 13.2 Branch Line 70 Node - 19.9 11.7 - 120 1.500 0.0 0.007 - 1.752 3.8 1.178 tfiT 217 IHead iö 19.9 10.2 25.6 Dyna Flow 1-1/2 10.9 0.124 1.348 -75.1 10.0 Branch Line 213 Head 8.00 19.9 11.6 27.2 120 1.500 0.0 0.000 k3_2 - 1.752 10.9 0.672 213 Head 8.00 19.9 11.6 27.2 Dyna Flow 1-1/2 3.8 0.220 0.838 -102.3 13.6 Branch Line 71 Node - 19.9 12.4 - 120 1.500 0.0 0.007 - 1.752 3.8 1.247 OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:23 PM Palomar Airport Building#2 Page: 6 PIPES Start/End Modes Material Size Length Pres.Fr.Loss # HWC _Fittings Nom.Diam. Int.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.VeI.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge _J psi gpm ft ft psi/ft psi _gP!L. -s- ft/ 19 218 Head 8.00 19.9 9.4 24.5 Dyna Flow 1-1/2 10.2 0.056 0.569 48.8 6.5 Branch Line 214 Head 8.00 19.9 9.9 25.2 120 1.500 0.0 0.000 - 1.752 10.2 0.284 b120 219 Head 8.00 19.9 9.2 24.2 Dyna Flow 1-1/2 10.2 0.055 0.559 -48.3 6.4 Branch Line 215 Head 8.00 19.9 9.7 25.0 120 1.500 0.0 0.000 - 1.752 10.2 0.279 b121 220 Head 8.00 19.9 9.1 24.1 Dyna Flow 1-1/2 10.2 0.054 0.554 48.1 6.4 Branch Line 216 Head 8.00 19.9 9.6 24.8 120 1.500 0.0 0.000 - 1.752 10.2 0.276 b122 221 Head 8.00 19.9 9.6 24.8 Dyna Flow 1-1/2 10.2 0.057 0.584 49.5 6.6 Branch Line 217 Head 8.00 19.9 10.2 25.6 120 1.500 0.0 0.000 - 1.752 10.2 0.292 b123 222 Head 8.00 19.9 9.3 24.4 Dyna Flow 1-1/2 6.0 0.015 0.092 -24.4 3.2 Branch Line 218 Head 8.00 19.9 9.4 24.5 120 1.500 0.0 0.000 - 1.752 6.0 0.071 b124 223 Head 8.00 19.9 9.1 24.1 Dyna Flow 1-1/2 6.0 0.015 0.091 -24.1 3.2 Branch Line 219 Head 8.00 19.9 9.2 24.2 120 1.500 0.0 0.000 - 1.752 6.0 0.069 _ b125 224 Head 8.00 19.9 9.0 24.0 Dyna Flow 1-1/2 6.0 0.015 0.090 -24.0 3.2 Branch Line 220 Head 8.00 19.9 9.1 24.1 120 1.500 0.0 0.000 - 1.752 6.0 0.069 b126 225 Head 8.00 19.9 9.5 24.7 Dyna Flow 1-1/2 6.0 0.016 0.095 -24.7 3.3 Branch Line 221 Head 8.00 19.9 9.6 24.8 120 1.500 0.0 0.000 - 1.752 6.0 0.073 fm7 75 FPLD 5.0 4.0 70.6 - Ductile 8 5.0 0.003 0.013 686.2 3.9 Feed Main 73 Node - 1.0 68.4 - 140 8.000 0.0 2.165 - 8.450 5.0 0.104 fm13 73 Node - 1.0 68.4 - Dyna Flow 4 16.8 0.093 5.934 686.2 15.1 Feed Main 226 Node - 17.8 55.1 - 120 4.000 47.6 7.289 _______ BS 4.314 64.4 1.527 fml 227 Node - 17.8 47.2 - Dyna Flow 4 71.2 0.093 7.847 -686.2 15.1 Feed Main 226 Node - 17.8 55.1 - 120 4.000 14.0 0.000 _______ E 4.314 85.2 1.527 2 228 Node - 17.8 43.3 - - Dyna Flow 4 6.0 0.093 3.868 -686.2 15.1 Feed Main 227 Node - 17.8 47.2 - 120 4.000 36.0 0.000 _______ 2E8 4.314 42.0 1.527 fm3 229 Node - 17.8 37.2 - Dyna Flow 4 66.0 0.093 6.078 -686.2 15.1 Feed Main 228 Node - 17.8 43.3 - 120 4.000 0.0 0.000 - 4.314 66.0 1.527 fm4 230 Node - 17.8 33.3 - Dyna Flow 4 6.0 0.093 3.868 -686.2 15.1 Feed Main 229 Node - 17.8 37.2 - 120 4.000 36.0 0.000 2E8 4.314 42.0 1.527 fri 231 Node - 17.8 27.2 - Dyna Flow 4 66.0 0.093 6.078 -686.2 15.1 Feed Main 230 Node - 17.8 33.3 - 120 4.000 0.0 0.000 - 4.314 66.0 1.527 232 Node - 17.8 23.3 - Dyna Flow 4 6.0 0.093 3.868 -686.2 15.1 Feed Main 231 Node - 17.8 27.2 - 120 4.000 36.0 0.000 _______ 2E8 4.314 42.0 1.527 fm8 233 Node - 17.8 20.3 - Dyna Flow 4 33.0 0.093 3.039 -686.2 15.1 Feed Main 232 Node - 17.8 23.3 - 120 4.000 0.0 0.000 - 4.314 33.0 1.527 234 Node I - 17.8 19.7 - Dyna Flow 4 8.0 0.077 0.608 -618.8 13.6 Feed Main 233 Node - 17.8 20.3 - 120 4.000 0.0 0.000 - 4.314 8.0 1.242 frn10 235 Node 17.8 19.3 - Dyna Flow 4 8.0 0.045 0.357 -463.7 10.2 Feed Main 234 Node - 17.8 19.7 - 120 4.000 0.0 0.000 - 4.314 8.0 0.697 fml 1 236 Node - 17.8 19.1 - Dyna Flow 4 8.0 0.021 0.170 -310.1 6.8 Feed Main 235 Node - 17.8 19.3 - 120 4.000 0.0 0.000 - 4.314 8.0 0.312 -612 237 Node - 17.8 19.1 - Dyna Flow 4 8.0 0.006 0.048 -157.3 3.5 Feed Main 236 Node - 17.8 19.1 - 120 4.000 0.0 0.000 - 4.314 8.0 0.080 up 29185 NI -4.0 75.6 - Ductile 8 23.8 0.003 0.215 686.2 3.9 Underground 75 FPLD 5.0 -4.0 70.6 - 140 8.000 58.2 0.000 L- T 8.450 1 82.0 0.104 p25 -4.0 77.0 - Ductile 10 5.0 0.003 0.013 -1186.2 4.5 Underground 1 Src (...] -4.0 77.0 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.138 OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:23 PM Palomar Airport Building#2 Page: 7 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.VeLLoss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge ft psi gpm ft psi/ft psi pm ft/s P26 187 Node - -4.0 77.0 - Ductile 10 792.5 0.000 0.114 243.0 0.9 Underground 188 Node - -4.0 76.9 - 140 10.000 0.0 0.000 - 10.340 792.5 0.006 up28 42 Node - -4.0 75.8 - PVC200 4 15.0 0.069 2.469 500.0 12.4 Underground 27 Hose 500.0 -4.0 73.3 500.0 120 4.000 20.8 0.000 T 4.060 35.8 1.033 up3 62 Node - -4.0 76.0 - PVC200 8 52.0 0.001 0.040 243.0 1.7 Underground 61 Node - -4.0 76.0 - 150 8.000 21.1 0.000 E 7.660 73.1 1 0.019 up4 61 Node - -4.0 76.0 - PVC200 & 138.0 0.001 0.075 243.0 1.7 Underground 119 Node - -4.0 75.9 - 150 8.000 0.0 0.000 - 7.660 138.0 0.019 up5 67 Node - -4.0 76.1 - PVC200 8 64.0 0.001 0.046 243.0 1.7 Underground 62 Node - -4.0 76.0 - 150 8.000 21.1 0.000 E 7.660 85.1 0.019 64 Node - -4.0 76.4 - PVC200 8 220.0 0.001 0.120 243.0 1.7 Underground 63 Node - -4.0 76.3 - 150 8.000 0.0 0.000 - 7.660 220.0 0.019 up7 63 Node - -4.0 76.3 - PVC200 8 28.0 0.001 0.027 243.0 1.7 Underground 69 Node - -4.0 76.2 - 150 8.000 21.1 0.000 E 7.660 49.1 0.019 up8 65 Node - -4.0 76.5 - PVC200 8 150.0 0.001 0.093 243.0 1.7 Underground 64 Node - -4.0 76.4 - 150 8.000 21.1 0.000 E 7.660 171.1 0.019 uplO 129 Node - -4.0 76.5 - PVC200 8 117.8 - 0.001 0.064 243.0 1.7 Underground 65 Node - -4.0 76.5 - 150 8.000 0.0 0.000 - 7.660 117.8 0.019 upli 68 Node - -4.0 76.2 - PVC200 8 220.0 0.001 0.131 243.0 1.7 Underground 67 Node - -4.0 76.1 - 150 8.000 21.1 0.000 _______ E 7.660 241.1 0.019 upl2 69 Node - -4.0 76.2 - PVC200 8 65.0 0.001 0.047 243.0 1.7 Underground 68 Node - -4.0 76.2 - 150 8.000 21.1 0.000 _ E 7.660 86.1 0.019 P15 119 Node - -4.0 75.9 - PVC200 8 61.0 0.001 0.033 243.0 1.7 Underground 180 Node - -4.0 75.9 - 150 8.000 0.0 0.000 - 7.660 61.0 0.019 up17 129 Node - -4.0 76.5 - PVC200 8 82.2 0.001 0.067 -243.0 1.7 Underground 183 Node .- -4.0 76.6 - 150 8.000 41.0 0.000 T 7.660 123.3 0.019 up19 180 Node - -4.0 75.9 - PVC200 8 164.0 0.001 0.089 243.0 1.7 Underground 42 Node - -4.0 75.8 - 150 8.000 0.0 0.000 - 7.660 164.0 0.019 183 Node - -4.0 76.6 - PVC200 8 85.0 0.001 0.058 -243.0 1.7 Underground 184 Node - -4.0 76.7 - 150 8.000 21.1 0.000 E 7.660 106.1 0.019 up22 184 Node - -4.0 76.7 - PVC200 8 311.0 0.001 0.181 -243.0 1.7 Underground 188 Node - -4.0 76.9 - 150 8.000 21.1 0.000 E 7.660 332.1 0.019 up27 42 Node - -4.0 75.8 - PVC200 8 23.0 0.001 0.014 -257.0 1.8 Underground 185 Node - -4.0 75.8 - 150 8.000 0.0 0.000 - 7.660 23.0 0.022 up24 185 Nod -4.0 75.8 - PVC200 8 134.0 0.007 1.173 -943.2 6.6 Underground 187 Node ~ - -4.0 77.0 - 150 8.000 41.0 0.000 T 1 7.660 175.0 0.290 OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 S PM Palomar Building#2 page: FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:23 PM Palomar Airport Building#2 Page: 9 System Statistics Materials Info Name Abbr. __________ Size HWC Length Total Length Fittings Abbr. Eq.Length Amount Ductile _________ Ductile 8 140 28.8' 87.0 T - 58.2 1 10 140 797.5 797.5 - - - PVC200 PVC200 4 120 15.0 35.8 T 20.8 1 8 150 1915.0 2165.7 E 21.1 8 T 41.0 2 Dyna-Flow _________ Dyna Flow _________ 1-1/2 120 213.5 213.5 - - - 2 120 10.5 197.4 E 7.2 2 T 14.4 10 4 120 303.0 472.6 B 16.8 1 E 14.0 7 Fittings Info Name Abbr. I Amount NFPA Ell 9O E 17 NFPA Tee T 14 NFPA Butterfly Valve B 1 OmniCADD Hydraulic Calculation Software v. 2.3 S 0 . 0 HYDRAULIC CALCULATIONS for OFFICE SPACE 0-15 2192 PALOMAR ROAD CARLSBAD, CA Contract No. 05-0058-2 Date September 29, 2005 N:\Palomar Airport Hgr - Carlsbad - 05-0058-2\Hydraulic Calculations\building_2\submittal_1 \05-0058-2_Palomar_Airport_b1d2_R2.hcp Design Data: Remote Area Location REMOTE AREA 2 Occupancy Classification LIGHT HAZARD Density 0.10 gpm/sq.ft Remote Area Se 1500.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 8.00 No. of Sprinkler Calculated 6 In-Rack Demand 0.0 gpm Source Hose Demand 0.0 gpm Total Water Including Hose 742.8 gpm Name of Contractor Pro-Tech Fire Protection Systems Corp. Name of Designer Joey Newman Address 179 Roymar Rd., Ste. GOceanside, CA 92054 Authority Having Jurisdiction CARSBAD FIRE DEPARTMENT OmniCADD Hydraulic Calculation Software v. 2.3 Octobr 10, 2005 01:04 PM Palomar Airport Building#2 Page: 2 GENERAL RESULTS Total Water Including Hose 742.8 gpm Additional Allowances 500.0 gpm Discharge from Sprinklers 242.9 gpm Source Hose Demand 0.0 gpm Average Imbalance 0.010 gpm Maximum Imbalance 0.1 gpm Maximum Velocity @ Pipe: rn2 18.5 ft/s Maximum Fr. Loss @ Pipe: 5d2 0.422 psi/ft Average Density 0.16 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE:1 Static Pressure 95.0 psi Residual Pressure 85.0 psi Flow 1404.0 gpm Hose Allowance 0.0 gpm Available Pressure 91.9 psi Required Pressure 67.7 psi Safety Factor 26.4%, 24.3 psi Water Flowing 742.8 gpm S OmniCADD Hydraulic Calculation Software v. 2.3 I I90 80 70 60 50 40 30 20 10 90 80 70 Iii 60 40 30 20 10 October 10, 2005 01:04 PM Palomar Airport Building#2 Page: 3 Water Curves for Src: 0 300 500 700 800 900 1000 1100 1200 1300 1400 1500 100 1 100 .MmMI-TP Y ]7Tmr 11111 1 1 1 1 1 1 1 1 1 1 E II 0 0 . 0 300 500 700 800 900 1000 1100 1200 1300 1400 1500 GPM Curve Values - X: psi @ gpm Supply Curve © Src:1 A:95@0 - B:91.9@742.8 - C:85@1404 Demand Curve @ Src: 1 16©0 - D:67.7@742.8 End Head Pressure Responce 0@0 - E:0@742.8 OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:04 PM Palomar Airport Building#2 Page: 4 NODES # Type Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 1 Src (...] -4.0 734.2 156.6 67.7 0.0 40 Head 8.00 30.0 441.2 311.7 25.2 40.2 44 Head 8.00 30.0 421.2 311.7 25.0 40.0 39 Head 8.00 30.0 441.2 291.7 26.0 40.8 43 Head 8.00 30.0 421.2 291.7 25.7 40.6 41 Head 8.00 30.0 421.2 271.7 25.7 40.6 38 Head 8.00 30.0 441.2 271.7 25.9 40.7 27 Hose 500.0 -4.0 714.2 313.6 64.7 500.0 86 FPLD 5.0 -4.0 705.4 290.6 62.1 - 61 Node - -4.0 729.2 676.6 67.2 - 62 Node - -4.0 677.2 676.6 67.2 - 63 Node - -4.0 392.2 640.6 67.4 - 64 Node - -4.0 172.2 640.6 67.4 - 65 Node - -4.0 22.2 640.6 67.4 - 67 Node - -4.0 677.2 612.6 67.3 - 68 Node - -4.0 457.2 612.6 67.3 - 69 Node - -4.0 392.2 612.6 67.3 - 119 Node - -4.0 729.2 538.6 67.2 - 129 Node - -4.0 22.2 522.8 67.5 - 180 Node - -4.0 729.2 477.6 67.2 - 183 Node - -4.0 22.2 440.6 67.5 - 184 Node - -4.0 -62.8 440.6 67.5 - 42 Node - -4.0 729.2 313.6 67.1 - 85 Node - 33.0 441.2 311.7 25.2 - 81 Node - 33.0 421.2 311.7 24.9 - 84 Node - 33.0 441.2 291.7 25.9 - 80 Node - 33.0 421.2 291.7 25.7 - 332 Node - 31.0 705.4 290.6 45.9 - 71 Node - 4.0 705.4 290.6 58.7 - 185 Node - -4.0 729.2 290.6 67.2 - 333 Node - 31.0 705.4 287.6 45.3 - 72 Node - 31.0 636.2 287.6 41.5 - 73 Node - 31.0 626.2 287.6 39.7 - 74 Node - 31.0 564.2 287.6 36.6 - 75 Node - 31.0 554.2 287.6 34.9 - 76 Node - 31.0 492.2 287.6 32.0 - 77 Node - 31.0 482.2 287.6 30.2 - 46 Node - 33.0 441.2 287.6 26.5 - 78 Node - 31.0 441.2 287.6 28.2 - 45 Node - 33.0 421.2 287.6 26.3 - 79 Node - 31.0 421.2 287.6 28.0 - 82 Node - 33.0 421.2 271.7 25.7 - 83 Node - 33.0 441.2 271.7 25.9 - 187 Node - -4.0 729.2 156.6 67.7 - 188 1 Node I - -4.0 -62.8 129.6 67.6 - OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:04 PM Palomar Airport Building#2 Page: 5 PIPES - Start/End Nodes - - - Material HWC Size Nom.Diam. Length Fr.Loss Pres.Fr.Loss Pres.Elev.Loss Flow ---- ______ - Eq.Length Velocity Type _ #Jrype Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss p.- _____ ft ps Wft 1 ft gp _____ psi gp ft/s .d3 85 Node - 33.0 25.2 - Dyna Thread 1 3.0 0.411 1.232 40.2 14.1 Sprig Up/Drop 40 Head 8.00 30.0 25.2 40.2 120 1.000 0.0 1.299 - 1.080 3.0 1.333 sd6 81 Node - 33.0 24.9 - Dyna Thread 1 3.0 0.407 1.221 40.0 14.0 Sprig Up/Drop 44 Head 8.00 30.0 25.0 40.0 120 1.000 0.0 1.299 ______ - 1.080 3.0 1.321 sd2 84 Node - 33.0 25.9 - Dyna Thread 1 3.0 0.422 1.266 40.8 14.3 Sprig Up/Drop 39 Head 8.00 30.0 26.0 40.8 120 1.000 0.0 1.299 - 1.080 3.0 1.372 5d5 80 Node - 33.0 25.7 - Dyna Thread 1 3.0 0.418 1.255 40.6 14.2 Sprig Up/Drop 43 Head 8.00 30.0 25.7 40.6 120 1.000 0.0 1.299 ______ - 1.080 3.0 1.360 sd4 82 Node - 33.0 25.7 - Dyna Thread 1 3.0 0.418 1.253 40.6 14.2 Sprig Up/Drop 41 Head 8.00 30.0 25.7 40.6 120 1.000 . 0.0 1.299 - 1.080 3.0 1.358 sdl 83 Node - 33.0 25.9 - Dyna Thread 1 3.0 0.421 1.263 40.7 14.3 Sprig Up/Drop 38 Head 8.00 30.0 25.9 40.7 120 1.000 0.0 1.299 _______ - 1.080 3.0 1.370 b130 84 Node - 33.0 25.9 - Dyna Flow 1-1/2 20.0 0.039 0.778 40.2 5.3 Branch Line 85 Node - 33.0 25.2 - 120 1.500 0.0 0.000 _______ - 1.752 20.0 0.192 b126 80 Node - 33.0 25.7 - Dyna Flow 1-1/2 20.0 0.039 0.772 - 40.0 5.3 Branch Line 81 Node - 33.0 24.9 - 120 1.500 0.0 0.000 _______ - 1.752 20.0 0.191 m2 78 Node - 31.0 28.2 - DynaThread 1-1/2 2.0 0.419 0.837 121.7 18.5 Riser Nipple 46 Node - 33.0 26.5 - 120 1.500 0.0 0.866 - 1.639 2.0 2.305 ml 79 Node - 31.0 28.0 - Dyna Thread 1-1/2 2.0 0.416 0.829 121.1 18.4 Riser Nipple 45 Node - 33.0 26.3 - 120 1.500 0.0 0.866 __ - 1.639 2.0 2.284 ___ ________ fml0 86 FPLD 5.0 -4.0 62.1 - Ductile 8 8.0 0.001 0.016 242.8 1.4 Feed Main ' 71 Node - 4.0 58.7 - 120 8.000 22.5 3.464 ______ E 8.450 30.5 0.013 31.0 45.3 - Dyna Flow 3 3.0 0.047 0.637 -242.9 8.9 Feed Main 332 Node - 31.0 45.9 - 120 3.000 10.6 0.000 E 3.340 13.6 0.532 fm12 333 Node - 31.0 45.3 - Dyna Flow 3 69.2 0.047 3.740 242.9 8.9 Feed Main 72 Node - 31.0 41.5 - 120 3.000 10.6 0.000 _______ E 3.340 79.8 0.532 fm13 72 Node - 31.0 41.5 - Dyna Flow 3 10.0 0.047 1.836 242.9 8.9 Feed Main 73 Node - 31.0 39.7 - 120 3.000 29.2 0.000 _______ 2E8 3.340 39.2 0.532 1m14 - 31.0 39.7 - Dyna Flow 3 62.0 0.047 2.906 2429 8.9 Feed Main 74 Node - 31.0 36.8 - 120 3.000 0.0 0.000 _______ ________ - 3.340 62.0 0.532 fm15 74 Node -31.0 36.8 - Dyna Flow 3 10.0 0.047 1.836 2429 8.9 Feed Main 75 Node - 31.0 34.9 - 120 3.000 29.2 0.000 2E8 3.340 39.2 0.532 fm16 .75 Node -. 31.0 34.9 - Dyna Flow 3 62.0 0.047 2.906 242.9 8.9 Feed Main 76 Node - 31.0 32.0 - 120 3.000 0.0 0.000 - 3.340 62.0 0.532 fm17 76 Node - 31.0 32.0 - Dyna Flow 3 - 10.0 0.047 1.836 242.9 8.9 Feed Main 77 Node - 31.0 30.2 - 120 3.000 29.2 0.000 __ 2E8 3.340 39.2 0.532 iT Node 31.0 30.2 - Dyna Flow 3 41.0 0.047 1.922 242.9 8.9 Feed Main 78 Node - 31.0 28.2 - 120 3.000 0.0 0.000 - 3.340 41.0 0.532 1 fm l9 78 Node - 31.0 28.2 - Dyna Flow 3 20.0 0.013 0.259 121.1 4.4 Feed Main 79 Node - 31.0 28.0 - 120 3.000 0.0 0.000 - 3.340 20.0 - 0.132 4.0 58.7 - Dyna Flow 4 27.0 0.014 1.006 242.9 5.3 Feed Main fmll 71 Node 332 Node - 31.0 45.9 - 120 4.000 47.6 11.691 ______ BS 4.314 74.6 0.191 pp4 46 Node - 33.0 26.5 - Dyna Flow 1-1/2 4.1 0.143 0.587 81.0 - 10.8 Pipe 84 Node - 33.0 25.9 - 120 1.500 0.0 0.000 - 1.752 4.1 0.781 p3 45 Node - 33.0 26.3 - Dyna Flow 1-1/2 4.1 0.141 0.582 80.6 10.7 Pipe 80 Node - 33.0 25.7 - 120 1.500 0.0 0.000 1.752 4.1 0.774 OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2005 01:04 PM Palomar Airport Building#2 Page: 6 PIPES -- Start/End Nodes Material Size Length Pres.Fr.Loss - -# HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi gpm _________ ft psi/ft psi _gjp ft/s p1 83 Node - 33.0 25.9 - Dyna Flow 1-1/2 15.9 0.040 0.635 -40.7 5.4 Pipe 46 Node - 33.0 26.5 - 120 1.500 0.0 0.000 __ - 1.752 15.9 0.198 pp2 82 Node - 33.0 25.7 - Dyna Flow 1-1/2 15.9 0.040 0.628 -40.6 5.4 Pipe 45 Node - 33.0 26.3 - 120 1.500 0.0 0.000 - 1.752 15.9 0.196 up29 185 Node - -4.0 67.2 - Ductile 8 23.8 0.001 0.034 242.8 1.4 Underground 86 FPLD 5.0 4.0 62.1 - 120 8.000 43.8 0.000 _______ T 8.450 67.6 0.013 up25 187 Node - -4.0 67.7 - Ductile 10 5.0 0.001 0.006 -742.8 2.8 Underground 1 Src 1...] -4.0 67.7 0.0 140 10.000 0.0 0.000 - 10.340 5.0 0.054 up26 187 Node - -4.0 67.7 - Ductile 10 792.5 0.000 0.049 154.6 0.6 Underground 188 Node - -4.0 67.6 - 140 10.000 0.0 0.000 - 10.340 792.5 0.002 up28 42 Node - -4.0 67.1 - PVC200 4 15.0 0.069 2.469 500.0 12.4 Underground 27 Hose 500.0 -4.0 64.7 500.0 120 4.000 20.8 0.000 ______ T 4.060 35.8 1.033 up3 62 Node - -4.0 67.2 - PVC200 8 52.0 0.000 0.017 154.6 1.1 Underground 61 Node - -4.0 67.2 - 150 8.000 21.1 0.000 E 7.660 73.1 0.008 up4 61 Node - -4.0 67.2 - PVC200 8 138.0 0.000 0.033 154.6 1.1 Underground 119 Node - 4.0 67.2 - 150 8.000 0.0 0.000 _______- 7.660 138.0 0.008 up5 67 Node - -4.0 67.3 - PVC200 8 64.0 0.000 0.020 154.6 1.1 Underground 62 Node - 4.0 67.2 - 150 8.000 21.1 0.000 E 7.660 85.1 0.008 up6 64 Node - 4.0 67.4 - PVC200 8 220.0 0.000 0.052 154.6 1.1 Underground 63 Node - 4.0 67.4 - 150 8.000 0.0 0.000 ______- 7.660 220.0 0.008 up7 63 Node - -4.0 67.4 - PVC200 8 28.0 0.000 0.012 154.6 1.1 Underground 69 Node - 4.0 67.3 - 150 8.000 21.1 0.000 - _______ E 7.660 49.1 0.008 8 65 Node - -4.0 67.4 - PVC200 8 150.0 0.000 0.040 154.6 1.1 Underground 64 Node - -4.0 67.4 - 150 8.000 21.1 0.000 E 7.660 171.1 0.008 uplO 129 Node - 4.0 67.5 - PVC200 8 117.8 0.000 0.028 154.6 1.1 Underground 65 Node - -4.0 67.4 - 150 8.000 0.0 0.000 ______ - 7.660 117.8 0.008 upil 68 Node - -4.0 67.3 - PVC200 8 220.0 0.000 0.057 154.6 1.1 Underground 67 Node - -4.0 67.3 - 150 8.000 21.1 0.000 E 7.660 241.1 0.008 up12 69 Node - -4.0 67.3 - PVC200 8 65.0 0.000 0.020 154.6 1.1 Underground 68 Node - -4.0 67.3 - 150 8.000 21.1 0.000 E 7.660 86.1 0.008 upl 5 119 Node - 4.0 67.2 - PVC200 8 61.0 0.000 0.014 154.6 1.1 Underground 180 Node - 4.0 67.2 - 150 8.000 0.0 0.000 ______ - 7.660 61.0 0.008 4.0 67.5 - PVC200 8 82.2 0.000 0.029 -154.6 1.1 Underground 183 Node - -4.0 67.5 - 150 8.000 41.0 0.000 _______ T 7.660 123.3 0.008 upl9 180 Node - -4.0 67.2 - PVC200 8 164.0 0.000 0.039 154.6 1.1 Underground 42 Node - -4.0 67.1 - 150 8.000 0.0 0.000 _______ - 7.660 164.0 0.008 iiT 183 Node - 4.0 67.5 - PVC200 8 85.0 0.000 0.025 -154.6 1.1 Underground 184 Node - -4.0 67.5 - 150 8.000 21.1 0.000 E 7.660 106.1 0.008 up22 184 Node - 4.0 67.5 - PVC200 8 311.0 0.000 0.078 -154.6 1.1 Underground 188 Node - -4.0 67.6 - 150 8.000 21.1 0.000 E 7.660 332.1 0.008 up27 42 Node - -4.0 67.1 - PVC200 8 23.0 0.001 0.024 -345.4 2.4 Underground 185 Node - 4.0 67.2 - 150 8.000 0.0 0.000 - 7.660 23.0 0.039 1 up24 185 Node - 4.0 67.2 - PVC200 8 134.0 0.003 0.490 -588.3 4.1 Underground - 187 Node - 4.0 67.7 - 150 8.000 41.0 0.000 1 7.660 175.0 0.113 I OmniCADD Hydraulic Calculation Software v. 2.3 October 10, 2004 PM Palomar Jt Building#2 Page: FLOW DIAGRAM OmniCADD Hydraulic Calculation Software v. 2.3 Octobr 10, 2005 01:04 PM Palomar Airport Building#2 Page: 8 I System Statistics Materials Info Name Abbr. Size HWC Length Total Length Fittings Abbr. Eq.Length Amount Ductile Ductile 8 120 31.8 98.1 E 22.5 1 T_ 43.8 1 10 140 797.5 797.5 - - - - PVC200 PVC200 4 120 15.0 35.8 T 20.8 1 8 150 1915.0 2165.7 E 21.1 8 1 41.0 2 Dyna Thread Dyna Thread 1 120 18.0 18.0 - - - 1-1/2 120 4.0 4.0 - - - Dyna-Flow Dyna Flow 1-1/2 120 80.0 80.0 - - - 3 120 287.2 395.9 E 10.6 8 4 120 27.0 74.6 B 16.8 1 I Fittings Info Name Abbr. I Amount NFPA Ell 90 NFPA Butterfly Valve ttd NFPA Tee OmniCADD Hydraulic Calculation Software v. 2.3 Ryan -Airport Fire Protection Report 1-17-05.doc el DARYL K. JAMES & ASSOCIATES, INC. O A Fire Code Resource January 17, 2005 Greg Ryan, Deputy Fire Marshal Carlsbad Fire Department Fire Prevention Bureau 1635 Faraday Avenue Carlsbad, CA 92008 Re: Fire Protection Technical Opinion & Report Storage of Aircraft and Support Administrative Offices Project: Palomar Airport Center Palomar Airport Road Carlsbad, CA 92008 I OVERVIEW Daryl K. James & Associates, Inc. has prepared the information presented herein at the request of Larry Reeves, Reeves Associates Inc. on behalf of Palomar Airport Center. This Fire Protection Technical Opinion & Report addresses conditions applicable to Group S Division 5 Occupancies, adjoining offices, and fuel dispensing island. This fire protection plan presented to you is complete and provides an adequate level of fire and life safety to the occupants of the building. H DESIGN TEAM CONTACTS Conditions addressed in this report and compliance with California Code requirements is based on data provided to Daryl K. James & Associates, Inc. by the following contacts: Larry Reeves Associates Inc Larry Reeves, President 626-403-8800 Richard & Richard Construction, Co. Inc. Rick Woolsey 760-759-2260 HI SCOPE This report will address the minimum requirements specific to two buildings designed to store aircraft in Group III hangars, associated administrative offices, and the relocation of a fuel-dispensing island and associated piping. Conditions, other than the aforementioned addressed or described herein are outside the scope of this report. Gregory Ryan - Airport Fire Protection Report 1-17-05.doc Page 21 Palomar Airport Center Page 2 of 16 Discrepancies between the information presented herein and actual conditions presented on the plans are the sole responsibility of Palomar Airport Center. Verification of compliance with requirements and provisions addressed herein rests with the authority having jurisdiction and is outside the scope of this report. Daryl K. James & Associates, Inc. will demonstrate, through code references that the proposed Palomar Airport Center project, construction, egress and fire protections systems will be in full compliance with the 2001 editions of the California Building Code, California Fire Code, California Mechanical Code. California Electrical Code and nationally recognized standards as they relate to the described use and occupancy. IV PURPOSE OF REPORT Identify potential threats and develop methods of protection from hazards presented by the storage of aircraft in hangars, and the relocation of an aircraft refueling island and associated piping. Present an analysis relative to the acceptance of uses attending the design of the buildings. V REPORT ELEMENTS Present an analysis of proposed conditions and use of buildings Outline fire prevention measures and references prescribed by Codes adopted by the State of California and the Carlsbad Fire Department. Evaluate building egress systems and outline general safety procedures for occupant safety and building protection Offer an opinion relative to fire and life safety conditions attending the design of the building and the uses within. VI CODE ANALYSIS/TECHNICAL REFERENCES The purpose of the code analysis is to provide the Palomar Airport Center design team with technical information and references applicable to both the design and maintenance of aircraft storage. Final details for architectural and fire protection plans will be based on the information provided in this report. The following applicable codes and standards will be used for this evaluation: > 2001 California Building Code (CBC) and UBC Handbook > 2001 California Fire Code (CFC) and UFC Code Applications Manual > 2001 California Mechanical Code (CMC) and Handbook > 1999 National Fire Protection Association Standard 13 (Automatic Fire Sprinklers) 2001 National Fire Protection Association Standard 409 (Airport Hangars) Gregory Ryan -Airport Fire Protection Report 1-17-05.doc Page 3 Palomar Airport Center, Page 3 of 16 VII BUILDING DATA OCCUPANCY CLASSIFICATION Building I Type of Construction: Type H One-hour Hangar Group: Group III (One Story) Net Group 5, Division 5 Hangar Area: 110,560 sq. ft. Net Top Level Office Area: 32,358 sq. ft. Jet Center Ground Level Area: 9,464 sq. ft. Jet Center Top Level Area: 8,630 sq. ft. Stairs/Corridors, Elevator Machine & Electrical Rooms: 13,884 sq. ft. Building I Total Area: 174,896 sq. ft. Building II Type of Construction: Type H One-hour Hangar Group: Group III (One Story) Net Group S, Division 5 Hangar Area: 21,680 sq. ft. Net Top Level Office Area: 12,941 sq. ft. Jet Center Ground Level Lobby Area: 312 sq. ft. Jet Center Top Level Area: ' 451 sq. ft. Stairs/Corridors/Electrical/Mechanical/Telephone & Elevator Room: 3,988 sq. ft Building II Total Area: 39,372 sq. ft. Group 5, Division 5 (Buildings I & II) Occupancy classification Group S, Division 5 is defined in CBC Section 311 as aircraft hangars where work is limited to exchange of parts and maintenance requiring no open flame or welding and helistops. No special hazards, as per CBC Section 311.8 such as the storage, use and handling of flammable or combustible liquids will take place within the buildings. CBC Table 3-B Mixed Occupancy Separations Exterior Walls Exterior non-bearing walls are permitted to be non-rated, based on 60-foot side-yards provided on all sides of building, in accordance with CBC Section 503. Non-bearing walls shall be same as bearing except NR, N/C 40 ft or greater. Parapets not required in accordance with CBC Section 709.4. Opening Protection Openings less than 5 ft shall not be permitted and shall be protected if less than 20 ft. of property line in accordance with CBC Table 5-A. Roof Every part of the roof framing, including the structural frame is 25 feet or more above the floors, therefore, the roof and its members, other than the structural frame, may be of unprotected noncombustible materials in hangars designated as Group S, Division 5 Occupancies. CBC Section 603.5 and 602.5 Gregory Ryan - Airport Fire Protection Report 1-1 7-05 doc Page Palomar Airport Center Page 4 of 16 VIII REQUIREMENTS FOR THE STORAGE OF AIRCRAFT Group III Hangar Classification A Group Ill hangar can be a freestanding unit for a single aircraft, a row hangar with a common structural wall and roof system, and a hanger that houses multiple aircraft as well as having door openings for each aircraft, or an open bay hangar capable of housing multiple aircraft. Group III hangars have both of the following features: An aircraft access door height of 28 ft (8.5 m) or less, and A single fire area that measures up to the 15,000-ft2 maximum square footage permitted for specific types of construction in accordance with Table 4.1.3. Maximum Fire Areas for Group HI Hangars Maximum Single Fire Area Ft' Type of Construction Type 11(111) (One-hour) 15,000 ft2 Construction Hangars will be limited to one story. In accordance with NFPA 409 Chapter 8, Group III hangars shall be constructed as Type H (III) specified in NFPA 409 Table B. 1. Fire Resistance Requirements for Type I through Type V Construction. [NFPA 220: Table 3]. Type II construction is that type not qualifying as Type I construction in which the structural members, including walls, columns, beams, floors, and roofs, are of approved noncombustible or limited-combustible materials and have fire resistance ratings not less than those set forth in NFPA 220, Table B.1. As per CBC Table 6-A; Type II One-hour = NFPA 409 Type II (111) Separation and Internal Subdivisions Row hangars will be divided by solid partitions having a fire resistance equivalent to that of the exterior walls or roof, whichever is greater, so that no more than three aircraft spaces will be within an enclosed area. Partitions and ceilings separating aircraft storage from other areas, such as shops, offices, and parts storage areas, will have at least a I-hour fire resistance rating with openings protected by listed fire doors having a fire resistance rating of at least 3/4 hour. UL design numbers indicated on architectural plans. BUILDING I - Group S, Division 5 Occupancy Classification Hangar Door Ht. No of Exits Nominal ft2 H-i 27.5 ft 2 14,981 ft2 H-2 27.5 ft 2 14,851 ft2 H-3 27.5 ft 2 14,392 ft' H-4 27.5 ft 2 14,850 ft2 H-5 27.5 ft 2 14,981 ft2 H-6 18 ft 1 3,454 ft2 H-7 18 ft 1 3,484 ft2 H-8 18 ft 1 3,484 ft2 H-9 18 ft 1 3,484 ft2 H-10 18 ft 1 3,927 ft2 H-il 18 ft 1 4,703 ft2 H-12 18 ft 1 4,703 ft2 H-13 18 ft 1 4,703 ft2 H-14 18 ft 1 4,565 ft2 Net Hangar Area: 110,560 ft2 LGregory Ryan - Airport Fire Protection Report 1-1 7-05 doc iiii!IJ Palomar Airport Center Page 5 of 16 BUILDING II - Group S, Division 5 Occupancy Classification Hangar Door Ht. No of Exits Nominal ft' H-is 18 ft 1 4,179ft2 H-16 18 ft 1 4,176ft2 H-17 18 ft 1 4,131 ft2 H-18 18 ft 1 3,758 ft2 H-19 18 ft 2 5,436 ft Net Hangar Area: 21,680 ft2 Floor Surface Floor surfaces shall be of non-combustible, nonabsorbent materials. Floors shall be drained to an approved oil separator or trap discharging to sewers in accordance with the Plumbing Code in accordance with CBC 311.2.3.1 Minimum 6-in, high curbing/nonabsorbent shall be provided between each aircraft space to prevent the flow of liquid from one space to adjacent spaces. Grade floor surface of aircraft storage and servicing areas, regardless of type of hangar construction, shall be noncombustible and above the grade of the approach or apron at the entrance to the hangar. Hangar aprons shall slope away from the level of the hangar floors with a minimum grade of V2 of l% (1:200) for the first 50 ft. to prevent liquid on the apron surfaces from flowing into the hangars. Open-bay hangars capable of housing multiple aircraft shall be provided with floor drainage in accordance with Section 5.11. Hangar Floor Trench Drainage Drainage shall be designed and submitted on plumbing drawings, by Hanna Plumbing and detail the following: Floor trench drainage system shall be constructed with noncombustible underground piping routed as directly as possible to a safe location outside. Such systems shall be designed with suitable traps or be provided with adequate ventilation to prevent vapor mixtures from forming within the underground trench drainage system. System shall be designed and constructed with sufficient capacity to prevent buildup of flammable liquids and water over the drain inlet when all fire protection systems and hose streams are discharging at the design rate. The pitch of the floor shall be a minimum of '/2 of 1% and be calculated, taking into consideration the towing requirements of the aircraft and the factors of aircraft weight, balance checking, and maintenance. Each trench drainage system shall be calculated separately, taking into consideration the maximum rated discharge based on the supply calculation method for the fire protection system and hose lines. Trench piping to be sized according to hydraulic demands placed on the system throughout its length. Slope of the floor shall be such as to prevent the flow of liquids through openings at all openings. Oil separators shall be provided for the trench drainage systems and can serve each hangar drainage system, a group of hangar trench drainage systems, or be installed as part of a general airport drainage system A bypass shall be provided around the separator to allow for emergency disposal of water and flammable liquids. Flammable liquids shall discharge to a safely located tank, cistern, or sump. Removable grates and drain covers shall be of a sufficient strength to support the point loading of the heaviest type aircraft or equipment that the hangar might serve. Gregory Ryan - Airport Fire Protection Report 1-17-05.doc Pag Palomar Airport Center Page 6 of 16 Lighting and Electrical Lighting and electrical shall be designed and submitted on electrical drawings, by Dalan Engineering, Inc. and detail the following: Artificial lighting shall be restricted to electric lighting. Electrical services to be installed as per 2001 CEC and NFPA 70, Article 513. Lighting shall be protected in accordance with 2001 CEC and NFPA 780 Main distribution panels, metering equipment, and similar electrical equipment shall be located in a room separated from the aircraft storage and servicing areas by a partition having at least a 1-hour fire resistance rating. The partition shall not be penetrated except by electrical raceways, which shall be protected by approved sealing methods maintaining the same fire resistance rating as the partition. Grounding Grounding facilities shall be provided for the removal and control of static electrical accumulations on aircraft while aircraft are stored. An adequate number of floor-grounding receptacles, designed to minimize the tripping hazard, shall be provided. The receptacles shall be either grounded through individual driven electrodes or electrically bonded together in a grid system and the entire system grounded to underground metal piping or driven electrodes consisting of 5/8 inch diameter or larger metal rods driven at least 5 feet into the ground. Ventilation Mechanical ventilation shall be designed and submitted on mechanical drawings, by Brain Cox Mechanical. Inc. and detail the following: As per CBC Sec. 1202.2.6 in Group S, Division 5, aircraft hangars, the mechanical ventilating system required by 1202.2.1 may be omitted when, in the opinion of the building official, the building is equipped with unobstructed openings to the outer air not less than 1/20 of the total floor area, sufficient to provide the necessary ventilation. Heating and Air Conditioning Heating and air conditioning are not proposed for this project. Future plans for heating, ventilation and air conditioning shall be designed, submitted and installed, as applicable, by a licensed mechanical engineer in accordance with the CMC, NFPA 90A, Standard for the Installation of Air Conditioning and Ventilating Systems; NFPA 31, Standard for the Installation of Oil-Burning Equipment; NFPA 54, National Fuel Gas Code; NFPA 90B, Standard for the Installation of Warm Air Heating and Air Conditioning Systems; and NFPA 58, Standard for the Storage and Handling of Liquefied Petroleum Gases. In aircraft storage and servicing areas of hangars housing other than unfueled aircraft, or sections communicating therewith, no heating, ventilating, and air conditioning equipment employing an open flame or glowing element shall be installed, other than as provided in NFPA 409 Section 8.4.5. In aircraft storage and servicing areas of hangars housing other than unfueled aircraft, hangar heating plants that are fired with gas, liquid, or solid fuels not covered under 8.4.5 of this section and that are not located in a detached building shall be located in a room separated from other parts of the hangar by construction having at least a 1-hour fire resistance rating. This separated room shall not be used for any other hazardous purpose or combustible storage, and shall have no direct access from the aircraft storage or servicing area. Openings in the walls of such rooms communicating with other portions of the hangar shall be restricted to those necessary for ducts or pipes. Penetrations of the 1-hour fire resistance rated enclosure shall be firestopped with an approved Gregory Ryan - Airport Fire Protection Report 1717 05 doc Page 1 material properly installed and capable of maintaining the required fire resistance rating for the enclosure. Each such duct shall be protected with a listed automatic fire damper or door. All air for combustion purposes entering such separated rooms shall be drawn from outside the building. Palomar Airport Center Page 7 of 16 In aircraft storage and servicing areas of hangars housing other than unfueled aircraft, heating, ventilating, and air conditioning systems employing recirculation of air within aircraft storage and servicing areas shall have return air openings not less than 10 ft above the floor. Supply air openings shall not be installed in the floor and shall be at least 6 in. from the floor measured to the bottom of the opening. 2-12.4 Where automatic fire protection systems are installed in aircraft storage and servicing areas, fans for furnace heating systems shall be arranged to shut down automatically by means of the operations of the interior automatic fire protection system. One or more manual fan shutoff switches shall be provided. Shutoff switches shall be accessible and clearly placarded. Suspended or Elevated Heaters In aircraft storage and servicing areas of hangars housing other than unfueled aircraft, listed electric, gas, or oil heaters shall be permitted to be used if installed as specified in 8.4.5.2 In aircraft storage and servicing areas, heaters shall be installed at least 10 ft. above the upper surface of wings or of the engine enclosures of the highest aircraft that might be housed in the hangar. The measurement shall be made from the wing or engine enclosure, whichever is higher from the floor, to the bottom of the heater. In shops, offices, and other sections of aircraft hangars communicating with aircraft storage or servicing areas, the bottom of the heaters shall be installed not less than 8 ft above the floor. In all hangars, suspended or elevated heaters shall be located in spaces where they shall not be subject to injury by aircraft, cranes, movable scaffolding, or other objects. Provisions shall be made to ensure accessibility to suspended heaters for recurrent maintenance purposes. Where blower and exhaust systems are installed for vapor removal, the systems shall be installed in accordance with the CMC and NFPA 91, for Exhaust Systems for Air Conveying of Materials. IX CFC and CBC REQUIREMENTS FOR THE STORAGE OF AIRCRAFT Fire Department Access Fire lanes and access roads shall be provided and maintained in accordance with Article 9. Fire lanes, access roads and aircraft parking positions shall be designed in a manner so as to preclude the possibility of fire vehicles traveling under any portion of a parked aircraft. Combustible Storage Controlling combustible packaging and the proximity of combustible materials to aircraft significantly reduces overall fire risk. Combustible and hazardous materials are permitted by the chief on a case-by-case basis to isolate and minimize hazardous conditions. Fire Extinguishers Where portable extinguishers are locked up to preclude the possibility of theft, each tenant and aircraft owner shall be provided with a key for the locks. Location and Type of Fire Extinguisher as Per NFPA 10 Gregory Ryan - Airport Fire Protection Report 1-17-05 doc Page 8 Hangars: AFFF (2 1/2 gallon capacity and maximum 50 feet travel distance) Offices/Atrium: 2A1OBC Palomar Airport Center Page 8 of 16 Fire Protection for Group III Hangars Automatic sprinkler protection shall comply with the following requirements as per NFPA 7-10.20 A wet pipe system designed, hydraulically sized and installed in accordance with NFPA 13 for Extra Hazard Group 1. Where open hangar doors obstruct the water distribution, additional sprinklers shall be provided to ensure effective floor coverage. X ADMINSTRA TIVE SUPPORT SER VICES Atrium The general concept of allowing an atrium was to provide equivalent protection as for open court and at the same time provide protection somewhat equivalent to shaft protection to prevent products of combustion from being spread throughout the building via the atrium. Design Atrium shall be designed accordance with CBC Section 402 and submitted on architectural drawings, by Reeves Associates, Inc. and detail the following: Design Objectives Maintaining a tenable environment within all exit access and area of refuge access paths for a sufficient time to allow occupants to reach an exit or area of refuge Maintaining the smoke layer interface to a predetermined elevation Allowing fire department personnel to approach, locate, and extinguish a fire Limiting the rise of the smoke layer temperature and toxic gas concentration, and reduction of visibility Design criteria and acceptance testing of smoke management systems should be based on the following considerations with reference to the smoke zone and communicating zones: Small openings in smoke barriers, such as construction joints, cracks, closed door gaps, and similar clearances, should be addressed in terms of maintaining an adequate pressure difference across the smoke barrier, with the positive pressure outside of the smoke zone (see NFPA 92A, Recommended Practice for Smoke-Control Systems). Large openings in smoke barriers, such as open doors and other sizable openings; can be addressed in terms of maintaining an adequate air velocity through the openings, with the airflow direction into the zone of fire origin. Travel Distance The travel distance within the atrium is limited to 100 ft. by CBC Section 402.5.1 from the point where a required exit from any tenant space enters the open exit-access balcony. When the separation between the tenant spaces has been omitted, this travel distance is measured from the point where the exit leaves the tenant space and enters the common atmosphere with the atrium as shown in UBC Handbook, Figure 402-3. Clear Opening and Minimum Area On the basis of equivalency to an open court, the minimum size of the clear opening for the atrium is limited to 20 feet and minimum area to 400 ft2 in accordance with UBC Handbook, Table 4-A and Figure 402-2. Elevators located totally within the atrium are permitted without an enclosure; however, stairs and ramps required for egress and located in the atrium space will require shaft enclosure except where connecting only the two lowest Gregory Ryan - Airport Fire Protection Report 1-1 7-05 doc Page floor levels. It should be emphasized that this new requirement in the 1997 code applies to only "required" stairs within the atrium space if serving the third floor or above. Construction One-hour fire-resistive construction (may be omitted at 3 floor levels) Listed 3/4 hour fire windows and maximum 25% of common wall. Glazing maximum length or height is 12 ft. and 84 ft2 Palomar Airport Center Page 9 of 16 Interior Finish Class I interior and ceiling finish - Limited combustible furnishings Atrium Furnishings Potential heat of combustible furnishings and decorative materials within atrium shall not exceed 9,000 Btu per pound when located within an area that is more than 20 ft. below ceiling-level sprinklers. Decorative materials shall be noncombustible, flame-resistant or treated with a flame retardant as per CFC 1103.3.4. Smoke Control System & Standby Power The smoke control system shall operate automatically upon activation of the automatic sprinkler system within the atrium or areas open to the atrium as specified in CBC Section 905. Smoke control system will be designed by Brian Cox Mechanical, Inc. in accordance with CBC Section 905 and NFPA 92B, Chapter 3 and submitted as mechanical drawings considering the following conditions as part of the architectural submittal package. The design shall consider the effects of the fire on the heating, ventilating and air-conditioning systems. Smoke management system to accomplish one or more of the following: Maintain a tenable environment in the means of egress from large-volume building spaces during the time required for evacuation Control and reduce the migration of smoke between the fire area and adjacent spaces Provide conditions within and outside the fire zone to assist emergency response personnel in conducting search and rescue operations and in locating and controlling the fire Contribute to the protection of life and reduction of property loss Aid in post-fire smoke removal For smoke exhaust fans to be effective, makeup air should be provided at a low velocity. For effective smoke management, the makeup airflow must be sufficiently diffused so as not to affect the flame, smoke plume, or smoke interface. The supply points for the makeup air should be located beneath the smoke interface. The rate of makeup airflow should not exceed the exhaust rate such that the atrium achieves a positive pressure relative to adjacent spaces. If air enters the smoke layer above the interface, it must be accounted for in the exhaust calculations. Power Systems The smoke control system shall be supplied with two sources of power. Primary power from the normal building power systems and secondary power shall be from an approved standby source complying with the CEC in separated from normal power transformers and switchgear in a one-hour fire-resistive room ventilated directly to and from the exterior. Transfer to standby power shall be within 60 seconds of failure to primary power. Required supervision shall be identified at the Fire Fighter's Control Panel. Control Air Tubing Control air tubing shall be in accordance with the following provision of CBC Section 905.10 Sufficient size to meet response time Materials shall be of hard drawn copper, Type L, ACR. Fittings of wrought copper or brass, solder type. Changes in direction may be made with appropriate tool bends. Brass, compression-type fittings may be used at final connection to devices; other joints shall be brazing using BcuP5 brazing alloy with solidus [Gregory Ryan - Airport Fire Protection Report 1-17-05.doc Page 101 above 1,1000 F and liquids below 1,500° F. Brazing flux shall be used on copper to brass joints only. All tubing other than smoke-control functions shall be isolated by automatic isolation valves or be an independent system. Testing - 3 times operating pressure for not less than 30 minutes without any noticeable pressure loss prior to final connection to devices. Mark and identity all junctions, accesses and terminations. Palomar Airport Center Page 10 of 16 Identical control diagrams showing all devices in the system and identifying their location and function shall be maintained current and kept on file with the building official, fire department and with the firefighter's control panel. Automatic Activation The configuration of the large-volume space should be considered in selecting the type of detector to be used to activate the smoke management system. The size, shape, and height of the space need to be evaluated. These factors vary widely among atrium designs and need to be considered carefully in selecting detectors for a large- volume space. In addition, the envelope of the large-volume space needs to be evaluated for its contribution to temperature stratification. The height of the large-volume space and its architectural features, such as skylights, are dominant factors in determining stratification. Smoke management systems for large-volume spaces are intended to restrict the smoke layer to the upper portion of the large-volume space or to limit the amount of smoke from spreading to areas outside the large- volume space. The following events need to occur to accomplish these goals. The fire needs to be detected early (before the smoke level or rate of descent exceeds the design objectives). If the smoke management system is provided to assist safe evacuation, occupant reaction time to the emergency and evacuation time should be considered. The HVAC system serving the large-volume space and communicating spaces needs to be stopped if its operation would adversely affect the smoke management system. Smoke should be removed from the large-volume space above the desired smoke layer interface. Sufficient makeup air should be provided to satisfy the exhaust. It is essential that the makeup air supply inlet and the exhaust outlet be separated so that the contaminated air is not drawn into the building. Fire Alarm System Effective design of smoke management systems requires early detection of the smoke condition. Actuation of an atrium smoke-control system required by the Building Code shall initiate an audible fire alarm signal in designated portions of the building. System shall be supervised as per CFC 1006.2.12.3. Beam-Type Smoke Detectors Projected beam-type smoke detectors can be used on or near high ceilings of large-volume spaces and positioned to project the beam horizontally or in other acceptable orientations. Stratification and natural or mechanical air currents can necessitate the use of additional projected beams at interim levels of the large-volume space where ceiling heights would contribute to a delay in initiating smoke management. Normally, all automatic detection devices within the large-volume space and communicating spaces should activate the smoke management system. Detectors for special purposes, such as elevator recall and door release, and for specific hazards, such as special fire-extinguishing systems, can be exceptions. To avoid unnecessary operation of the system from smoke detector activation, consideration should be given to activating the system by two or more smoke detectors or on alarm verification. Fault Analysis Every smoke management system should be subjected to a fault analysis to determine the impact of a failure, improper operation, or partial operation of each major system component on intended system operation. Of particular concern are those systems that are intended to maintain a pressure or flow balance between adjacent Gregory Ryan -Airport Fire Protection Report 117 05 doc Page 11 1 spaces to control the movement of smoke. If it is found that the faulty operation of a component will cause reversal of the smoke flow or lowering of the smoke interface layer to dangerous levels, the degree to which its operation can be reduced and the probability of such occurrence should be determined. System Maintenance Frequent maintenance and testing are also needed to assess the system reliability throughout the life of the system. Supervision of the system components enhances the reliability of the system by providing a timely visual or audible indication of component failure and facilitates prompt repair. Palomar Airport Center Page 11 of 16 Firefighter's Control Panel Firefighter's control panel shall be provided in accordance with CBC Section 905.13 as follows: Provide manual control or override of automatic control for mechanical smoke-control systems Provide graphic panel depicting the building arrangement and smoke-control system zones Status of each zone indicated by lamps and appropriate legends Locations of fans, major ducts and dampers that are part of system and shown connected to their respective ducts with a clear indication of the direction of airflow Devices, switches and indicators must be legible in plain English identifying legends having a size and stroke of 12-point Helvetica bold. Status indicators shall be provided by pilot lamp-type indicators as follows: Fans, dampers and other operating equipment in normal status - GREEN. Fans, dampers and other operating equipment in closed status - RED. Fans, dampers and other operating equipment in fault status - YELLOW (Pulsing) Provide "lamp test" for testing pilot lamp The firefighter's control panel layout shall be submitted at full scale for approval prior to installation. Panel shall provide control capability over the complete smoke-control system in accordance with CFC Section 905.13.2 as follows: On-Auto-Off control Open-Auto-Close control On-Off or Open-Close control Control Actions and Priorities shall be in accordance with CFC Section 905.13.3 as follows: On-Off, Open-Close Only the AUTO position of each three-position firefighter's control panel switch shall allow automatic or manual control action from other control points within the building. The AUTO position shall be NORMAL, non-emergency building control position. Response Time shall not exceed the following: Control air isolation valves Immediately Smoke damper closing 15 seconds Smoke damper opening 15 seconds maximum Fan starting 15 seconds maximum Fan stopping Immediately Fan volume modulation 30 seconds maximum Pressure control modulation 15 seconds maximum Temperature control safety override Immediately Positive indication of status 15 seconds maximum Acceptance Testing Devices, equipment, components and sequences shall be individually tested in accordance with CBC Section 905.15 and reported as per CBC Section 905.15.9 General - Devises, equipment, components and sequences shall be individually tested. Smoke or fire detectors testing as per the Fire Code, shall include verification of airflow in both minimum and maximum conditions ' Ducts shall be traversed to determine actual air quantities LGreg ry Ryan -Airport Fire Protection Report 1-17-05.doc Page1 Dampers shall be tested for function Inlets and outlets shall be read to determine air quantities Fans shall be examined for correct rotation. Measurements of voltage, amperage, revolutions per minute and belt tension shall be made Measurements using manometers shall be made of the pressure differences across smoke barriers for each possible smoke-control condition Each smoke zone, equipped with an automatic initiation device, shall be put into operation by the activation of one such device. Each additional device within the zone shall be verified to cause the same sequence but the operation of fan motors man be bypassed to prevent damage Control sequences shall be verified throughout the system including override from the control opanel and simulation of standby power conditions. Palomar Airport Center Page 12 of 16 XI EGRESS SYSTEMS The Palomar Airport Center design team has indicated that they will comply with applicable code requirements for egress. The basic layout of the building is in conformance with the exiting and egress requirements of Article 10 of 2001 CBC. All exit doors are at least 3 feet wide, 6' 8" in height, and proper exit signs over each exit doorway will be provided. Egress and Access Requirements Egress doors for personnel that do not required the opening of doors accommodating aircraft should be provided in each partitioned space. Intervals between doors shall not exceed 150 ft. on all exterior walls along interior walls. Aisles and clear space shall be maintained to ensure access to sprinkler control valves, fire extinguishers, and similar equipment. Exit Doors Openable without the use of a key or special knowledge. Maintained accessible and free from obstructions at all times. Minimum Number A minimum of I exit is required for the following: B Occup: <30 (occup load calculated at 100 sq. ft/person) S-5 Occup: <10 (occup load calculated at 500 sq. ft/person) Exit Paths ' Illuminated whenever building is occupied. >1=1 foot candle at floor level. Identified by exit signs in accordance with CBC Section 1003 .2.8 - Exit signs illuminated at all times with either self-luminous signs or power supply provided by the building wiring with 1.5-hour battery backup. Power Supply Standard building power: <100 Occupants Normal building power with emergency system >/=100 Occupants Emergency system to consist of 1.5 hours battery backup; 2 hours duration generator Aisles Provided from all occupied points if the building furnishings, equipment, etc. - Non-public accessible: >1=24 in. and public accessible; >1=36 in. Corridor Width Gregory Ryan - Airport Fire Protection Report 1-1 7-05 doc Page 13 <1=50 Occupants:>I=36 in. >50 Occupants: >1=44 in. Travel Distance B Occup: </250 ft. S-5 Occup: <1=250 ft. Atria:/ 100 ft. Palomar Airport Center Page 13 of 16 XU FUEL DISPENSING STATIONS/FUEL ISLAND Re-fueling Operations Refueling will not occur inside the hangars. All refueling will conducted at the Fuel-Dispensing Stations. Plans & Specifications Existing underground tanks will remain in place. Plans and specifications and approved drawing and permit from San Diego County Hazardous Materials Dept. for removal and relocation of fuel dispensing pumps shall be submitted for review and approval prior to the relocation of piping and fuel dispensing island. A site plan shall be submitted which illustrates the location of existing flammable liquid and combustible liquid storage vessels, and their spatial relationship to property lines and building openings. The location and classification of electrical equipment, including emergency fuel shutdown devices and specifications fo'r fuel storage and venting components shall be of the approved type and submitted as part of the plan submittal package. Protection of Dispensers Protected against physical damage from vehicles by mounting on a concrete island Dispensing devices shall not be secured to the island using piping or conduit. Emergency Shutdown Devices Emergency shutdown devices shall be provided for all fuel dispensers and located within 100 ft. of but not less than 20 feet from dispensers. Activation of the emergency shutdown devices shall stop the transfer of fuel to the dispensers and close all valves, which supply fuel to the dispensers. Distinctly labeled as EMERGENCY FUEL SHUTDOWN DEVICE. CFC 5201.5.3 Dispenser Electrical Disconnects An electrical disconnect switch shall be provided for all dispensers in accordance with the Electrical Code and placed in the OFF position before repairing dispensers and before closing a motor vehicle fuel-dispensing station. CFC 5201.5.4 Labeling and Signs Signs shall be posted in storage areas prohibiting open flames and smoking dispensing in to unapproved containers and requiring running engines to be stopped during fueling shall be conspicuously posted within sight of each dispenser. Unsupervised Dispensing Dispensing equipment shall be inspected daily. The uninterrupted programmed fuel delivery is limited to 25 gallons or the amount of fuel being dispensed is limited in quantity by a preprogrammed card as approved. [_Gregory Ryan -Airport Fire Protection Report 11705 doc Page 14 A sign, shall be posted in a conspicuous location reading: IN CASE OF FIRE, SPILL OR RELEASE Use emergency pump shutoffi Report the incident! Fire Department Telephone No._______ Facility Address: During the hours of operation, a fire alarm transmitting device shall be provided. A telephone, not requiring a coin to operate, is acceptable. CFC 5201.6.3 Palomar Airport Center Page 14 of 16 Location of Dispensing Devices Dispensing devices shall be located as follows: Ten feet or more from property lines, Ten feet or more from buildings having combustible exterior wall surfaces or buildings having noncombustible exterior wall surfaces that are not part of a one-hour fire-resistive assembly. Such that all portions of the vehicle being fueled will be on the premises of the fuel-dispensing station, Such that the nozzle, when the hose is fully extended, will not reach within 5 feet of building openings, twenty feet or more from fixed sources of ignition. CFC 5201.4.1.2 Approvals Equipment, piping and appliances use for the storage or dispensing .of flammable and combustible liquids shall be approved or listed. Tanks, electrical equipment, dispensers, hose, nozzles, and submersible or subsurface pumps used for the storage or dispensing of flammable and combustible liquids shall be listed. Dispenser Hoses ff Shall be a minimum of 18 ft. in length, listed and approved. Breakaway Devices Dispenser hoses for Class I and II liquids shall be equipped with a listed emergency breakaway device designed to retain liquid on both sides of a breakaway point. Where hoses are attached to hose-retrieving mechanisms, the emergency breakaway device shall be located between the hose nozzle and the point of attachment. Design and Construction ff To allow control of the flow and prevent leakage or discharge. AV Supplemental source of power to readily disconnect in an emergency. Class I, II or rn-A liquids shall not be dispensed by a device that operates through pressure within a storage tank unless the tank is approved as a pressure vessel. Testing Upon completion if the installation, the system shall be tested in accordance with CFC Section 7901.11.10 Piping, before being covered or placed in use, shall be hydrostatically tested to 150% of the maximum anticipated pressure of the system, or pneumatically tested to 110% of the maximum anticipated pressure of the system, but not <5 psig at the highest point of the system. There shall be no leaks for a minimum of 10 minutes. Sources of Ignition Electrical wiring and equipment shall be installed in accordance with CFC Table 5206-A and the Electrical Code. Smoking and open flames shall be prohibited in areas where fuel is dispensed. The engines of vehicles being fueled shall be stopped. Gregory Ryan - Airport Fire Protection Report 1-17-05.doc - Page 15 Fire Extinguisher Access dl • Fire extinguishers will be accessible at all times Cabinets and enclosed compartments used to house fire extinguishers will be clearly marked with the words "Fire Extinguisher" in letter at least 2 inches high. Portable Fire Extinguisher A fire extinguisher with a minimum rating of 20-B:C shall be provided within 75 ft. of dispensing equipment. For open-hose discharge capacity <200 gpm at least 2 extinguishers rated 20-13:C For open-hose discharge capacity >200 gpm but <350 gpm at least one wheeled extinguishers rated 80- B:C and having a minimum capacity of 125 pounds of agent. For open-hose discharge capacity <350 gpm at least two wheeled extinguishers rated 80-13:C and having a minimum capacity of 125 pounds of agent each. CFC 2403.6 Palomar Airport Center Page 15 of 16 General Vehicle Impact Protection Guard posts in accordance with CFC Section 8001.11.3 will protect vehicle impact protection for all fueling islands: Constructed of steel >1=4 in. in diameter and filled Spaced >/= 4 feet between posts on center Set >1=3 ft. deep in concrete footing of >/= a 15 in. diameter Set with the top of posts >1=3 ft. above ground, and Located >1= 5 ft. from fueling equipment. Reporting Use of any fire extinguisher under any circumstances shall be reported to the manager of the airport and the chief immediately after use. Inspections A thorough inspection, including pressure testing, shall be accomplished on aircraft fueling hose each month. The inspection will include examination of the fuel delivery inlet screen for rubber particles, which will indicate problems with the hose lining. CFC 2404.19.4 XIII FIRE FLO WAND HYDRANT DISTRIBUTION Fire Flow When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, measured by an approved route around the exterior of the building in accordance with CFC Appendix HI- A, Table A-HI-A-1. Hydrant Protection Hydrants subject to vehicular damage will be protected by guard posts constructed of steel not less than 4 inches in diameter and concrete filled, spaced not more than 4 feet between posts on center, set not less than 3 ft. in a concrete footing of not less than a 15-inch diameter, set with the top of posts not less than 3 ft. above ground and located not less than 5 feet from the hydrant. CFC Sec. 8001.11.3 XIV. FIRE DEPARTMENT ROAD WAYACCESS Fire apparatus access roads shall have an unobstructed width of 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches accordance with CFC Sections 901 and 902 for every facility, building or portion of a building or any portion of an exterior wall of the first story of the building is located more than 150 ft. from fire apparatus access as measured by an approved route around the exterior of the building or facility. Gregory Ryan - Airport Fire Protection Report 1717-05.doc Page 16 Marking of Fire Apparatus Access Roads I* A monument type sign may be placed at the entrance to a private street, which provides information as stated in sub-section 1, with additional wording necessary to inform approaching traffic of parking restrictions. Such signs must be approved by the police department and fire marshal prior to installation. XV GENERAL SAFETY PROCEDURES Any change to operations shall be approved by the City of Carlsbad prior to implementation. This report shall be used as a guideline to maintaining the terms of this report. All safety and housekeeping suggestions in this report shall be implemented. Exit doors will be maintained unobstructed and will be opened weekly to ensure operation. Palomar Airport Center Page 16 of 16 XVI OPINION Based on the code research conducted in support of the development of this fire protection plan, and the recommendations provided herein, it is the opinion of this report preparer that the fire protection measures proposed for this building will be in full compliance with the 2001 editions of the California Building Code and California Fire Code as it relates to the described use and occupancy. We feel this fire protection plan is complete and provides an adequate level of fire and life safety for the occupants of the building. If, after reviewing this report, you have any questions or comments, or you are in need of further information, please do not hesitate to contact me. We look forward to working with you to resolve any issues that may arise, and will be awaiting your response. Thank you. Best regards, Daryl K. James, President Gregory Ryan - Airport Fire Protection Report 1-1 7-05 doc - Page iJ