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2180 RUTHERFORD RD; ; AS991428; Permit
11/10/2020 AS991428 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS991428 2.180 RUTHERFORD Job Address: Status: PENDING RD Permit Type: SPRINK Applied • 5/3/1999 Parcel No: 2120702300 Approved: Lot #: 0 Reference No.: Issued: PC #: Inspector: Project Title: CALLAWAY RACKS Applicant: Owner: - CALLAWAY GOLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 463.75 0 463.75 0 29 1/1 CALLAWAY GOLF 'HIGH - PILED' RACKS W/OVERHEAD & HOSES Xol~ I+M rTI.H. F Schnilcli Fire Protection Co., Inc. 4760 MURPHY CANYON ROAD - SAN DIEGO, CALIFORNIA 92123- (619) 279-6122 Schmidt Fire Protection Co. 4760 Murphy Canyon Rd. San Diego CA. 92123 619-279-6122 SYSTEM #6 Job Name CAliIAWAY—SYST. #4 / HIGH T Building (: Storage, GOLFBALL MP1NUFACTURING Location I..2180 Rutherford R) Carlsbad CA. 92008 System : Contract : SFP-352 Data File : CLYRORK.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Co. Page 2 CALLAWAY - SYST. #4 / HIGH T Date p.. Hydraulic Design Information Sheet Name - HIGH STORAGE- East Mfg. @ CALL7WAY GOLF BALL MANUF. Date - 4-29-99 Location - 2180 Rutherford Rd. Carlsbad CA. 92008 Building - Storage @ GOLF BALL MANUFACTURING System No. - #6 -HIGH RACKS Contractor - SCHMIDT FIRE PROTECTION CO. INC. Contract No. - SFP-352 Calculated By - MIKE COUGHLIN Drawing No. - FP-21 & FP-8 Construction: C ) Combustible (X) Non-Combustible Ceiling Height - 33' max. Occupancy - PALLET STORAGE up to 24' overall Height S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. C ) 1 C ) 2 C ) 3 (X) Ex.Haz. Y NFPA 231 (X) NFPA 231C ( ) Figure Curve S Other : Includes 420 GPM for 14 spr. = 2 Levels of FLUE spr.s ( 30. GPM ea. T Specific Ruling = .30 / 2000 sq.ft. + Made By SCHIRNER ENG. Date 10-8-98 E M Area of Sprinkler Operation - 2112 System Type Sprinkler/Nozzle Density - .30 (X) Wet Make : GLOBE ",TN" D Area Per Sprinkler - 100 max. Dry Model : Brass SSU E Elevation at Highest Outlet - 321-4" C ) Deluge Size = 17/32" S Hose Allowance - Inside - 100 C ) Preaction K-Factor = 8.1 I Rack Sprinkler Allowance - 420 Other Temp.Rat.= 286 G Hose Allowance - Outside - 0 N Note : 2 Levels of FLUE-Space sprinklers = 30 GPM / ea. for 14 sprinklers Calculation Flow Required - 1787.44 Press Required - 78.55 At RISER Summary C-Factor Used: 120 = Overhead 150 = Underground Water Flow Test: Date of Test - 1-13-98 Time of Test - 2:45 pm Static Press - 112 Residual Press - 100 Flow - 2830 Elevation - 0 Location - At jobsite. 2180 Rutherford Rd. Source of Information - SCHIRMER Engineering and Project Specifications. C Commodity :Golf Balls in boxes Class :IV & P1 Location : EAST Mfg. O Storage Ht. : 24' Area 15,400lPAisle W. : 8' min. (10') M Storage Method: Solid Piled Palletized % Rack M Single Row (X) Conven. Pallet C ) Auto. Storage (X) Encap. S R (X) Double Row C ) Slave Pallet C ) Solid Shelf C ) Non T A C ) Mult. Row (X) Open Shelf O C R K Flue Spacing :w/ 2 levels @ Longi Clearance:Storage to Ceiling : 9' A Longitudinal : 6" rain. Flue space Transverse : 6" mm. Flue space G E Horizontal Barriers Provided: : None Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 W A T E R S U P P L Y Pump Data: Rated Cap.- @ Press - Elev. - 0 Tank or Reservoir: Cap. - Elev.- Well Proof Flow Schmidt Fire Protection Co. CALLAWAY - SYST. #4 / HIGH T City Water Supply: Cl-Static Pressure: 112 PSI C2-Residual Pressure: 100 PSI C2-Residual Flow: 2830 GPM Page 3 Date Pump Data: SrrEM ' 16) OVERt-EAtW/ " + 150 140 130 P 120 R 110 E 100 S 90 80 U 70 R 60 E 50 40 30 20 10 D1-Elevation: 0.650 PSI D2-System Flow:1287.44 GPM D2-System Pressure: 93.406 PSI Hose C Adj City ):0 GPM Hose C Demand ):500 GPM D3-System Demand:1787.44 GPM Safety Margin: 13.465 PSI :1 ------------- -. -.-------.-------.----- C p 300 600 900 3200 1500 1.800 2100 2400 2700 Schmidt Fire Protection Co. Page 4 CALLAWAY - SYST. #4 / HIGHT Date Fitting Legend Pbbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45;' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow 0 PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T. 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPECIFICATION SHEET MODEL 856 Z7777, .1.111:11 VAN MODEL 858 DOUBLE CHECK DETECTOR ASSEP ency Compliance ASSE Usted (Std. 1048) ANSIJAWWA Conformance (C510-89) CAN/CSA (B64.5) IFM UL • cUL' 2-112 - 80 In Horizontal Configuration ON Approved by the Foundation for Cross Conr Control and Hydraulic Research at the Univi Southern California. 40 and B" fVPrtIeAI 1Jn1 AnnrnuArl hi, thA FA IDhICIIC ;j r-ITITA UUUu U•u• ••UU• UU••U ••U•U UUUUN PUUUUUUUUU UUU•U •UUUU U•UU •••••••••. r,.. ....••urlflu..uu ______ •••U•.U•UUU•••UUUUUUI••uIu'lII ,au..u......r.1...... .........au.................uu...u............. - ...U.... —___,-.J ..........I.....u...-----_.a•UU•Uu••••UuUuU UUUUUUUU•UUUUUUUUUUU•U•UU -. • AU•UUUU•U•U•••UU•UU•UUUUIIUUUUUUUU•UUU•UUUU•U 4 ............... U.... UUUUUIUUUUIUU•I••U•U•UUUUUU•UU •••U•UUUUUU•UUU•RUUUUUUUUUUUU•••U•UUUUUUUUUUUUU .................................................. :s ;, •, S IS C ..... mamma .................l...................... ••••••••.U......................................p I UUUUUUUUU•U•UUUUUUUUUUIUUUUUUUU•UUUUU•UU4UUU •••••••........u...............I........-._F...... • lr. 'UU•UUUL. JUUuuUU••••u•lUUl•uuUU•u••uuU•u ,a.•. q•••U••.uUUuuU•m•u.------_.•••••.••••.•. i•URU ______ .....U•UU••U..U.U....... .I...I......u.....uu.uuu. ••UU•••UUeN•UUS••UUU••UUI•S•UUU••••UU••••U••UU u.............u... ..... U•USU U• UUUUI UU••UUUU•U I............... U.... .......a............ UUUUa ••UUUU•UUU UUUS• UUUU U.... UIU•U uUua•ususlUU••Uu•U .................U........U....................... .U.N..UUUUUUUUUUUUU.....UU...U........UU...UUUUU. ............ •ui ••UUuuUu UUUUUUUU •uu.uuu•uuuu..uau........u........................ U U UUUUU U.U.0 UUUUU U ••UU . .U. UUU•U U.... UUUUU ..U.0 .......... ..u.0 U.... U.... •UuuU U•UUU •UUUUUUUUI•UU•• U.-UUU..Uu U.... UUuUU UUU•• IUUU UUUI USU•U UUUUUUU ............-----000 -------- ••••••••UU•••••••••.•U.. ------- -------...•....... UUUUUUUUUU UU•UU UUUUUUU•UU UUUUU •UUUU UUU•U UUUUUUUUUM UUUUUUU•UUUUUUIUUUUUUU.UI.I...........U.....U..UU UUUUUU•UU••U•UUUUUUUUUUU....U...U.aU.UUU.UU.U.UU bUU 1UUU 15UO ZUUC rl.Ib Schmidt Fire Protection Co. Page 5 S nn 7 7 %Y.tfl IS fl,flm AL A I tt. Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1. 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G . 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 .5 6 6 8 N 7 7 7 8 9 11 12 13 o 3 3 5 6 8 10 12 15 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 x 21 25 33 z 12 14 18 22 27 35 40 45 50 61 71/29/1999 9:10:47 A14 Section 2 Page 1 Raw Data for CALLAWAY - SYST. #4 / HIGH T in English Units File = C: \H40\DATA\RyD\EJwo1\CLyjwp . wx ' RA W DATA I a-f- Components Group = STDPTNO1 P Data Fields Strt Fnsh Dia Length & Fittings C Chng Nuin K-Fac Den Area Press E1ev Pnt. Pnt. Fac Mark Heads Flow @1 Start of Equiv K Pipe HD-4 SP-4 1.049 .25 T 120 8.1 .3 88 10.623 .5 @2 Start of All Other System Pipe CR1 CR2 1.38 8 120 =SP-4 .3 88 10.623 31.833 CR2 CR3 1.61 8 120 =SP-4 .3 88 10.623 31.833 CR3 CR4 1.61 8 120 =SP-4 .3 88 10.623 31.833 CR4 0R5 2.067 8 120 =SP-4 .3 88 10.623 31.833 CR5 CR6 2.067 8 120 =SP-4 .3 88 10.623 31.833 CR6 CR7 2.067 8 120 =SP-4 .3 88 10.623 31.833 CR7 ORB 2.067 8 120 =SP-4 .3 88 10.623 31.833 ORB HT6 2.067 4.17 T 120 =SP-4 .3 88 10.623 31.833 HT6 HR6 2.067 2.083 T 120 31.833 HR6 HR7 6.357 11.333 120 29.25 CR9 CR10 1.38 8 120 =SP-4 .3 88 10.623 32.083 CR10 CR11 1.61 8 120 =SP-4 .3 88 10.623 32.083 CR11 CR12 1.61 8 120 =SP-4 .3 88 10.623 32.083 CR12 CR13 2.067 8 120 =SP-4 .3 88 10.623 32.083 CR13 CR14 2.067 8 120 =SP-4 .3 88 10.623 32.083 CR14 CR15 2.067 8 120 =SP-4 .3 88 10.623 32.083 CR15 CR16 2.067 8 120 =SP-4 .3 88 10.623 32.083 CR16 HT7 2.067 4.17 T 120 =SP-4 .3 88 10.623 32.083 HT7 HR7 2.067 2.333 T 120 32.083 HR7 HR8 6.357 10.667 C 120 29.25 CR17 0R18 1.38 8 120 =SP-4 .3 88 10.623 32.333 OR18 CR19 1.61 8 120 =SP-4 .3 88 10.623 32.333 CR19 CR20 1.61 8 120 =SP-4 .3 88 10.623 32.333 0R20 CR21 2.067 8 120 =SP-4 .3 88 10.623 32.333 CR21 CR22 2.067 8 120 =SP-4 .3 88 10.623 32.333 CR22 CR23 2.067 8 120 =SP-4 .3 88 10.623 32.333 CR23 CR24 2.067 8 120 =SP-4 .3 88 10.623 32.333 CR24 HT8 2.067 4.17 T 120 =SP-4 .3 88 10.623 32.333 HT8 HR8 2.067 2.583 T 120 32.333 HR8 H6 6.357 117.2 6CT 120 29.25 H6 H7 6.357 264 6L26C 120 29.25 H7 BR-4 6.357 85 3LSGT11C 120 13.75 BR-4 BOR 8.249 5.58 T 120 1.5 BCR BFLW 7.85 143 4L 150 +100 1 0 BFLW DCTL 8.39 22 3LTG4@ 140 2.5 DCTL LOOP 7.98 50 LTG 150 2.5 LOOP FH-E 7.98 100 150 0 FH-E XCTY 7.98 305 2G 150 +400 1 0 XCTY CTYE 7.98 615 2L4FG 150 0 CTYE 0 LOOP CTYW 7.98 623 4FG 150 0 CTYW CTYE 15.6 823 140 0 @3 Start of Pipe beyond Pump Outlet 4 Start @ @5 End of Check Line Pipe OVERHeAD of ALL Pipe Data SYS7-E-M - 2000 tjEx °- Schmidt Fire Protection Co. Page b ' CALLAWAY - SYST. #4 / HIGH T Date Node Elevation K-Fact Pt Pn Flew Density Area Press No. Actual Actual Added Req. Req. .3 88 10.623 8.1 10.62 26.4 K = K 8 SP-4 17.29 31.71 K = K 8 SP-4 17.93 32.29 K = K 8 SP-4 19.04 33.28 K = K 8 SP-4 21.45 35.33 K = K 8 SP-4 22.72 36.35 K = K 8 SP-4 24.7 37.91 K = K 8 SP-4 27.59 40.06 K = K 8 SP-4 31.59 42.87 41.12 50.37 K = K 8 SP-4 17.2 31.63 K = K 8 SP-4 17.84 32.21 K = K 8 SP-4 18.94 33.19 K = K 8 SP-4 21.34 35.23 K = K 8 SP-4 22.6 36.26 K = K 8 SP-4 24.58 37.81 K = K 8 SP-4 27.45 39.96 K = K 8 SP-4 31.43 42.76 40.92 50.4 K = K 8 SP-4 17.14 31.58 K = K 8 SP-4 17.78 32.16 K = K 8 SP-4 18.88 33.14 K = K 8 SP-4 21.27 35.18 K = K 8 SP-4 22.53 36.2 K = K 8 SP-4 24.5. 37•75 K = K 8 SP-4 27.36 39.89 K = K 8 SP-4 31.33 42.69 40.79 50.52 54.02 Pray.Ro_cks 68.57 (78.49) 420 79.7 100 81.19 86.66 89.13 89.25 400 90.53 93.41 89.13 93.19 HD-4 0.5 CR1 31.833 CR2 31.833 CR3 31.833 CR4 31.833 0R5 31.833 ORG 31.833 CR7 31.833 0R8 31.833 HT6 31.833 HR6 29.25 CR9 32.083 ORb 32.083 OR11 32.083 CR12 32.083 CR13 32.083 ORb 4 32.083 OR1 5 32.083 ORb 6 32.083 HT7 32.083 HR7 29.25 CR17 32.333 ORb 8 32.333 CR19 32.333 0R20 32.333 CR21 32.333 0R22 32.333 0R23 32.333 CR24 32.333 HTS 32.333 HR8 29.25 H6 29.25 H7 13.75 BR-4 1.5 BOR 0 BFLW 2.5 DCTL 2.5 LOOP 0 FH-E 0 XCTY 0 CTYE 0 LOOP 0 CTYW 0 I l E-i JJ4410 j The maximum velocity is 27.71 and it occurs in the pipe between nodes CR8 and HT6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 scrimit Fire Protection Co. Page 7 CALLAWAY - SYST. #4 / HIGH T Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn HD-4 26.40 1.049 iT 5.000 0.250 10.623 K Factor = 8.1 to 120 5.000 0.217 SP-4 26.40 0.2175 5.250 1.142 Vel = 9.800 26.40 • 11.982 K Factor = 7.63 OR1 31.71 1.38 8.000 17.286 K Factor @ node SP-4 to 120 0R2 31.71 0.0803 8.000 0.642 Vel = 6.802 0R2 32.30 1.61 8.000 17.929 K Factor @ node SP-4 to 120 0R3 64.01 0.1390 8.000 1.112 Vel = 10.088 0R3 33.28 1.61 8.000 19.041 K Factor @ node SP-4 to 120 0R4 97.29 0.3015 8.000 2.412 Vel = 15.332 0R4 35.32 2.067 8.000 21.453 K Factor @ node SP-4 to 120 0R5 132.61 0.1584 8.000 1.267 Vel = 12.679 0R5 36.36 2.067 8.000 22.720 K Factor @ node SP-4 to 120 0R6 168.97 0.2480 8.000 1.984 Vel = 16.155 0R6 37.90 2.067 8.000 24.703 K Factor @ node SP-4 to 120 0R7 206.87 0.3606 8.000 2.885 Vel = 19.779 0R7 40.07 2.067 8.000 27.588 K Factor @ node SP-4 to 120 0R8 246.94 0.5003 8.000 4.002 Vel = 23.610 0R8 42.86 2.067 iT 10.000 4.170 31.590 K Factor @ node SP-4 to 120 10.000 HT6 289.80 0.6727 14.170 9.532 Vel = 27.708 HT6 2.067 iT 10.000 2.083 41.123 to 120 10.000 1.119 HR6 289.80 0.6727 12.083 8.128 Vel = 27.708 HR6 6.357 11.333 50.370 to 120 HR7 289.80 0.0028 11.333 0.032 - Vel = 2.929 289.80 50.402 K Factor = 40.82 0R9 31.63 1.38 8.000 17.196 K Factor @ node SP-4 to 120 ORb 31.63 0.0799 8.000 0.639 Vel = 6.785 OR10 32.21 1.61 8.000 17.835 K Factor @ node SP-4 to 120 OR11 63.84 0.1383 8.000 1.106 Vel = 10.061 OR11 33.19 1.61 8.000 18.941 K Factor @ node SP-4 to 120 0R12 97.03 0.3000 8.000 2.400 Vel = 15.291 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 scnnu.t Fire Protection Co. Page U ' CALLPIWAY - SYST. #4 / HIGH T Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn CR12 35.24 2.067 8.000 21.342 K Factor @ node SP-4 to 120 0R13 132.27 0.1576 8.000 1.261 Vel = 12.646 CR13 36.26 2.067 8.000 22.603 K Factor @ node SP-4 to 120 0R14 168.53 0.2468 8.000 1.974 Vel = 16.113 CR14 37.81 2.067 8.000 24.577 K Factor @ node SP-4 to 120 CR15 206.34 0.3589 8.000 2.871 Vel = 19.728 OR15 39.96 2.067 8.000 27.448 K Factor @ node SP-4 to 120 0R16 246.30 0.4979 8.000 3.983. Vel = 23.549 CR16 42.76 2.067 iT 10.000 4.170 31.431 K Factor @ node SP-4 to 120 10.000 HT7 289.06 0.6695 14.170 9.487 Vel = 27.637 HT7 2.067 iT 10.000 2.333 40.918 - to 120 . 10.000 1.227 HR7 289.06 0.6695 12.333 8.257 Vel = 27.637 HR7 289.80 6.357 1C 1.257 10.667 50.402 to 120 1.257 HR8 578.86 0.0101 11.924 0.121 Vel = 5.851 578.86 50.523 K Factor = 81.44 0R17 31.58 1.38 8.000 17.139 K Factor @ node SP-4 to 120 0R18 31.58 0.0796 8.000 0.637 Vel = 6.774 CR18 32.15 1.61 8.000 17.776 K Factor 8 node SP-4 to 120 0R19 63.73 0.1379 8.000 1.103 Vel = 10.043 0R19 33.14 1.61 8.000 18.879 K Factor 8 node SP-4 to 120 CR20 96.87 0.2991 8.000 2.393 Vel = 15.266 CR20 35.18 2.067 8.000 21.272 K Factor 8 node SP-4 to 120 CR21 132.05 0.1571 8.000 1.257 Vel = 12.625 CR21 36.20 2.067 8.000 22.529 K Factor 8 node SP-4 to 120 0R22 168.25 0.2460 8.000 1.968 Vel = 16.087 0R22 37.75 2.067 8.000 24.497 K Factor 8 node SP-4 to 120 CR23 206.00 0.3578 8.000 2.862 . Vel = 19.696 CR23 39.89 2.067 8.000 27.359 K Factor 0 node SP-4 to 120 CR24 245.89 0.4964 8.000 3.971 Vel = 23.510 0R24 42.69 2.067 iT 10.000 4.170 31.331 K Factor 8 node SP-4 to 120 10.000 HT8 288.58 0.6675 14.170 9.458 Vel = 27.591 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Schmidt Fire Protection Co. CALLAWAY - SYST. #4 / HIGH T Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn HTB 2.067 iT 10.000 2.583 40.789 to 120 10.000 1.335 HR8 288.58 0.6675 12.583 8.399 Vel = 27.591 HR8 578.86 6.357 6C 1.257 117.200 50.523 to 120 iT 37.720 45.264 H6 867.44 0.0215 162.464 3.494 Vel = 8.768 H6 6.357 6L 11.316 264.000 54.017 to 120 26C 1.257 100.587 6.713 H7 867.44 0.0215 364.587 7.841 Vel = 8.768 H7 6.357 3L 11.316 85.000 68.571 to 120 is 40.235 129.506 5.305 BR-4 867.44 0.0215 1G 3.772 214.506 4.613 Vel = 8.768 iT 37.720 j<hs"e-i ' 11C 1.257 1 i' Fku BR-4 420.00 8.249 iT 38.923 5.580 (78.490) sJJv1_IOv% Pev+ Qa = 420 GPM Pq@ 1ACI( to 120 38.923 0.650 BOR 1287.44 0.0126 44.503 0.559 ye]. = 7.729 BOR 100.00 7.85 4L 17.160 143.000 79.698 Qa = 100 IVSiJ.. I4cQ. to 150 68.635 -1.083 4r°' Sys +. BFLW 1387.44 0.0121 211.635 2.571 Vel = 9.197 BFLW 8.39 3L 20.882 22.000 81.186 to 140 iT 56.222 125.294 4.000 Fixed loss = 4 DCTL 1387.44 0.0100 1G 6.425 147.294 1.470 Vel = 8.052 DCTL 7.98 1L 18.589 50.000 86.656 to 150 iT 50.046 74.351 1.083 LOOP 1387.44 0.0112 1G 5.720 124.351 1.394 Vel = 8.900 LOOP -986.71 7.98 100.000 89.133 to 150 FH-E 400.73 0.0011 100.000 0.113 Vel = 2.571 FH-E 400.00 7.98 2G 5.720 305.000 89.246 Qa = 400 to 150 11.439 XCTY 800.73 0.0041 316.439 1.283 Vel = 5.137 XCTY 7.98 2L 18.589 615.000 90.530 J,.to 150 4F 12.869 94.368 " CTYE 800.73 0.0041 iG 5.720 709.368 2.877 Vel = 5.137 . 93.407 K Factor = 82.85 986.71 7.98 4F 12.869 623.000 89.133 150 1G 5.720 57.193 CT986.71 0.0060 680.193 4.060 Vel = 6.330 C 800.73 15.6 823.000 93.193 I~CTYE 140 986.71 0.0003 823.000 0.213 Vel = 1.656 986.71 93.406 K Factor = 102.09 + 1300.11 AJJ1USS 744 PM AREA eøwtbo Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 * Schmidt Fire Protection Co. Page 4 CALLAWAY - SYST. #4 / HIGH T Date 0bI79 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. In. Total Pf Pn HT8 2.067 iT 10.000 2.583 29.037 to 120 10.000 1.335 HR8 242.08 0.4822 12.583 6.068 Vel = HR8 485.93 6.357 6C 1.257 117.200 36.440 to 120 iT 37.720 45.264 1 7 H6 728.01 0.0156 162.464 2.527 7.359 H6 6.357 6L 11.316 264.000 38.967 to 120 26C 1.257 100.587 6.713 / H7 728.01 0.0156 364.587 5.670 / Vel = 7.359 H7 6.357 3L 11.316 /to 85.000 51.350. 120 15 40.235 129.506 5.305 BR-4 728.01 0.0156 1G 3.772 214.506 3.336 Vel = 7.359 iT 11C 37.720 1.257 BR-4 420.00 8.249 iT 38.923 5.580 59.991 , Qa = 420 4ro. R" to 120 38.923 . '.. .t BOR 1148.01 0.0102 44.503 0.452 / ,..4lVel = 6.892 .11 I BOR 100.00 7.85 4L 17.160 143.000 61.093 ' Ui Qa = 100 to 150 68.635 -1.083 BFLW 1248.01 0.0100 211.635 2.113 , Vel = 8.273 BFLW 8.39 3L 20.882 22.000 62.123( '• --VLI '4'ixed to 140 iT 56.222 125.294 4.000,.,, loss = 4 DCTL 1248.01 0.0082 1G 6.425 147.294 1.209i (. y el = 7.242 DCTL 7.98 1L 18.589 50.000 67.332 to 150 iT 50.046 74.351 1.083 LOOP 1248.01 0.0092 1G 5.720 124.351 1.146 Vel = 8.006 LOOP -908.88 7.98 100.000 69.561 to 150 FH-E 339.13 0.0008 100.000 0.083 Vel = 2.175 FH-E 400.00 7.98 2G 5.720 305.000 69.644 Qa = 400 to 150 11.439 XCTY 739.13 0.0035 . 316.439 1.107 Vel = 4.741 f XCTY 7.98 2L 18.589 615.000 70.750 to 150 4F 12.869 94.368 CTYE 739.13 0.0035 1G 5.720 709.368 2.481 Vel = 4.741 739.l3 73.231 K Factor = 86.37 08.88 7.98 4F 12.869 623.000 69.561 150 1G 5.720 57.193 08.88 0.0051 680.193 3.487 Vel = 5.830 C 15.6 823.000 73.048 140 08.88 0.0002 823.000 0.183 Vel = 1.526 908.88 73.231 K Factor = 106.21 473t.I3 16A a,0 1 GPM 1-787.44 &PM vs. Ao..4.c E-i" s j& (2 -BR -4 ? (4. 131. 43 t 'OrCl.( ceM TIOW) 4/29/1999 9:17:55 AM Section 2 Raw Data for CALLAWA! #4 - RACKS in English Units File = C:\540\DATA\H!D\EMP01\CL!RAK1.WXF Coiionents Group = STDFTN01 Data Fields it Page RAW DA-r" IP+ For Strt Fnsh Dia Length & Fittings C Chng Num K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow @1 Start of Equiv K Pipe @2 Start of All Other System Pipe lB 2B 2.215 7.625 2B Ni 2.215 2.333 Ni N2 2.067 3.667 4E N2 3B 2.215 2.5 3B 4B 2.215 8 4B 5B 2.215 8 5B 6B 2.215 8 6B 7B 2.215 8 7B N3 2.215 2.5 N3 N4 2.067 3.667 4E N4 SB 2.215 25.542 L SB ST 2.215 9.75 iT 2T 2.215 8 2T A2 2.215 5.125 A2 3T 2.067 3.542 4E 3T A3 2.067 .5 A3 4T 2.215 6.875 4T 5T 2.215 7.458 5T 6T 2.215 7.458 6T 7T 2.215 7.458 7T A4 2.215 6.917 A4 A5 2.067 3.667 4E A5 ST 2.215 25.417 L ST RS 3.316 14.917 2TL RS RK 4.352 19.5 T RK 6-RK 6.357 319 5L 6-RK 6-MN 4.352 57 5L 6-MN RS-6 4.352 7 L RS-6 BR-6 4.26 1 GTS BR-6 BR-4 8.249 5.25 BR-4 @3 Start of Pipe beyond Pump Outlet @4 Start of Check Line Pipe @5 End of ALL Pipe Data 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 9.25 120 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 9.25 120 9.25 120 9.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 19.25 120 +30 .469 64 28.7 19.25 120 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 19.25 120 19.25 120 19.25 120 31.25 120 31.25 120 31.25 120 10.75 120 5.5 120 2 2 I' PAC-k E-j" cLra..0 (;r-*,(( y it Mos+ Ra,k I u s.L. 4-o ' Schmidt Fire Protection Co. Page 1 CALLAWAY #4 - RACKS - Date Node Elevation K-Fact Pt Pn Flew Density Area Press No. Actual Actual Added Req. Req. lB 9.25 31.33 30 2B 9.25 31.39 30 Ni 9.25 31.45 N2 9.25 32.31 3B 9.25 32.38 30 4B 5B 9.25 9.25 32.82 33.57 30 30 6B 7B 9.25 9.25 34.71 36.3 30 30 N3 9.25 36.96 N4 9.25 S 9.25 45.74 B 53.61 IT 2T 19.25 19.25 28.7 28.76 30 30 A2 3T 19.25 19.25 28.89 29.75 30 A3 19.25 29.79 4T 19.25 30.17 30 5T 19.25 30.87 30 \.. 6T 19.25 31.93 30 7T 19.25 33.41 30 A4 19.25 35.25 A5 19.25 44.02 ST 19.25 51.86 RS 31.25 55.49 RK 31.25 57.23 6-RK 31.25 59.34 6-MN 10.75 71.8 RS-6 5.5 74.64 BR-4 2 2 78.48 (78.49)- p+ ç., BASE c- RIS6R. w( S1+. #4 The maximum velocity is 20.08 and it occurs in the pipe between nodes N3 and N4 Schmidt Fire Protection Co. Page 2 CALLAWAY #4 - RACKS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 13 30.00 2.215 7.625 31.333 Qa = 30 to 120 2B 30.00 0.0072 7.625 0.055 Vel = 2.498 23 30.00 2.215 2.333 31.388 Qa = 30 to 120 Ni 60.00 0.0261 2.333 0.061 Vel = 4.996 Ni 2.067 4E 5.000 3.667 31.449 to 120 20.000 N2 60.00 0.0365 23.667 0.864 Vel = 5.737 N2 2.215 2.500 32.313. to 120 3B 60.00 0.0260 2.500 0.065 Vel = 4.996 3B 30.00 2.215 8.000 32.378 Qa = 30 to 120 4B 90.00 0.0553 . 8.000 0.442 Vel = 7.493 4B 30.00 2.215 8.000 32.820 Qa = 30 to 120 5B 120.00 0.0940 8.000 0.752 Vel = 9.991 53 30.00 2.215 8.000 33.572 Qa = 30 to 120 6B 150.00 0.1420 8.000 1.136 Vel = 12.489 GB 30.00 2.215 8.000 34.708 Qa = 30 to 120 73 180.00 0.1990 8.000 1.592 ye]. = 14.987 7B 30.00 2.215 2.500 36.301 Qa = 30 to 120 N3 210.00 0.2648 2.500 0.662 Vel = 17.485 N3 2.067 4E 5.000 3.667 36.962 to 120 20.000 N4 210.00 0.3707 23.667 8.774 Vel = 20.078 N4 2.215 1L 4.201 25.542 45.736 to 120 4.201 SB 210.00 0.2647 29.743 7.874 Vel = 17.485 SB 2.215 9.750 53.610 to 120 -4.331 ST 210.00 0.2647 9.750 2.581 ye]. = 17.485 210.00 51.860 K Factor = 29.16 iT 30.00 2.215 8.000 28.700 Qa = 30 to 120 2T 30.00 0.0073 8.000 0.058 Vel = 2.498 2T 30.00 2.215 5.125 28.758 Qa = 30 to 120 A2 60.00 0.0261 5.125 0.134 ye]. = 4.996 142 2.067 4E 5.000 3.542 28.892 to 120 20.000 3T 60.00 0.0365 23.542 0.860 Vel = 5.737 . Schmidt Fire Protection Co. Page 3 CALLPMAY #4 - RACKS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 3T 30.00 2.067 0.500 29.751 Qa = 30 to 120 A3 90.00 0.0780 0.500 0.039 Vel = 8.605 A3 2.215 6.875 29.790 to 120 4T 90.00 0.0553 6.875 0.380 Vel = 7.493 4T 30.00 2.215 7.458 30.169 Qa = 30 to 120 5T 120.00 0.0940 • 7.458 0.701 Vel = 9.991 5T 30.00 2.215 7.458 30.871. Qa = 30 to 120 6T 150.00 0.1420 7.458 1.059 Vel = 12.489 6T 30.00 2.215 7.458 31.930 Qa = 30 to 120 7T 180.00 0.1990 . 7.458 1.484 Vel = 14.987 7T 30.00 2.215 6.917 33.414 Qa = 30 to . 120 A4 210.00 0.2647 6.917 1.831 Vel = 17.485 A4 2.067 4E 5.000 3.667 35.246 to 120 20.000 A5 210.00 0.3707 23.667 8.774 Vel = 20.078 A5 2.215 1L 4.201 25.417 44.019 to 120 4.201 ST 210.00 0.2647 29.618 7.841 Vel = 17.485 ST 210.00 3.316 2T 21.903 14.917 51.860 to 120 1L 7.301 51.106 -5.197 RS 420.00 0.1337 66.023 8.830 Vel = 15.603 RS 4.352 iT 29.222 19.500 55.493 to 120 29.222 RK 420.00 0.0356 48.722 1.734 Vel = 9.059 RK 6.357 5L 11.316 319.000 57.227 to 120 56.580 6-RK 420.00 0.0056 375.580 2.111 Vel = 4.246 6-RK 4.352 5L 8.767 57.000 59.338 to 120 43.833 8.879 6-MN 420.00 0.0356 100.833 3.588 Vel = 9.059 6-MN 4.352 1L 8.767 7.000 71.804 to 120 8.767 2.274 RS-6 420.00 0.0356 15.767 0.561 Vel = 9.059 RS-6 4.26 1G 2.633 1.000 74.639 to 120 iT 26.334 57.935 1.516 BR-6 420.00 0.0395 is 28.968 58.935 2.327 Vel = 9.454 BR-6 8.249 5.250 78.482 to 120 BR-4 420.00 0.0015 5.250 0.008 Vel = 2.521 BR-4 420.00 GPM l,78.490pSj K Factor = 47.41 Ov.rL-ch /Rods Ris€p. BASE 0129/1999 11:16:32 AN _ 'Section 2 Raw Data for CALLAWAY #4 - RACKS in English Units File = C: \H40\DTA\HYD\EMP01\CLYRAcK. W' Components Group = STDPZN01 Data Fields Page 2. RAVu -DATA It in Pj R -cc On j Strt Fnsh Dia Length & Fittings C Chng Mum K-Fac Den Area Press Elev Pnt. Pnt. Fac Mark Heads Flow @1 Start of Equiv K Pipe @2 Start of All Other System Pipe Li L2 2.215 7.5 L2 L3 2.215 7.5 L3 L4 2.215 7.5 L4 L5 2.215 7.5 L5 L6 2.215 7.5 L6 L7 2.215 7.5 L7 L8 2.215 17.542 L8 LS 2.215 15.917 L LS HS 2.215 9.75 Hi H2 2.215 7.333 H2 H3 2.215 7.375 H3 H4 2.215 7.375 H4 H5 2.215 7.375 H5 H6 2.215 7.375 H6 H7 2.215 7.333 H7 H8 2.215 18.375 H8 115 2.215 18.792 T HS RA 3.352 15 2T RA RK 4.352 10.583 T RK 6-RK 6.357 319 5L 6-RK 6-MN 4.352 57 5L 6-MM RS-6 4.352 7 L RS-6 BR-6 4.26 1 GTS BR-6 BR-4 8.249 5.25 BR-4 @3 Start of Pipe beyond Pump Outlet @4 Start of Check Line Pipe @5 End of ALL Pipe Data 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 +36 .469 64 28.7 9.25 120 +30 .469 64 28.7 9.25 120 9.25 120 9.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 +30 .469 64 28.7 19.25 120 19.25 120 19.25 120 31.25 120 • 31.25 120 31.25 120 10.75 120 5.5 120 2 2 - (Ty -rCj R L es CL,b&C " -f-L0 T ctc,k "E-•l" . Schmidt Fire Protection Co. Page 1 CALLAWAY #4 - RACKS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. Li 9.25 33.95 30 L2 9.25 34.01 30 L3 9.25 34.2 30 L4 9.25 34.62 30 / L5 9.25 35.32 30 L6 9.25 36.39 30 7 . L7 9.25 37.88 30 L8 9.25 42.52 LS 9.25 47.85 Hi 19.25 28.7 30 H2 19.25 28.75 30 / H3 19.25 28.95 30 H4 19.25 29.35 30 H5 19.25 30.05 30 H6 19.25 31.09 30 H7 19.25 32.55 30 H8 19.25 37.42 HS 19.25 46.1 RA 31.25 48.66 RK 31.25 50.08 6-RK 31.25 52.19 6-MN 10.75 64.66 Rs-6 5.5 67.49 BR-6 2 71.34 BR-4 2 (71.34).1- The maximum velocity is 17.48 and it occurs in the pipe between nodes L7 and LB ii " F- -t" ' Schmidt Fire Protection Co. Page 2 CALLAWAY #4 - RACKS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn Li 30.00 2.215 7.500 33.952 Qa = 30 to 120 L2 30.00 0.0072 7.500 0.054 Vel = 2.498 L2 30.00 2.215 7.500 34.007 Qa = 30 to 120 L3 60.00 0.0261 7.500 0.196 Vel = 4.996 L3 30.00 2.215 7.500 34.202 Qa = 30 to 120 L4 90.00 0.0552 7.500 0.414 Vel = 7.493 L4 30.00 2.215 7.500 34.616. Qa = 30 to 120 L5 120.00 0.0940 7.500 0.705 Vel = 9.991 LS 30.00 2.215 7.500 35.321 Qa = 30 to 120 L6 150.00 0.1420 7.500 1.065 Vel = 12.489 L6 30.00 2.215 7.500 36.387 Qa = 30 to 120 L7 180.00 0.1991 7.500 1.493 Vel = 14-.987 L7 30.00 2.215 17.542 37.880 Qa = 30 to 120 L8 210.00 0.2647 17.542 4.644 Vel = 17.485 L8 2.215 1L 4.201 15.917 42.523 to 120 4.201 LS 210.00 0.2647 20.118 5.326 Vel = 17.485 LS 2.215 9.750 47.849 to 120 -4.331 HS 210.00 0.2647 9.750 2.581 Vel = 17.485 210.00 46.099 K Factor = 30.93 Hi 30.00 2.215 7.333 28.700 Qa = 30 to 120 H2 30.00 0.0072 7.333 0.053 Vel = 2.498 H2 30.00 2.215 7.375 28.753 Qa = 30 to 120 H3 60.00 0.0260 7.375 0.192 Vel = 4.996 H3 30.00 2.215 7.375 28.945 Qa = 30 to 120 H4 90.00 0.0552 7.375 0.407 • Vel = 7.493 H4 30.00 2.215 7.375 29.353 Qa = 30 to 120 H5 120.00 0.0940 7.375 0.693 Vel = 9.991 H5 30.00 2.215 7.375 30.046 Qa = 30 to 120 H6 150.00 0.1421 7.375 1.048 Vel = 12.489 H6 30.00 2.215 7.333 31.094 Qa = 30 to 120 H7 180.00 0.1991 7.333 1.460 Vel = 14.987 '' Schmidt Fire Protection Co. Page 3 CALLAWAY #4 - RACKS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn H7 30.00 2.215 18.375 32.553 Qa = 30 to 120 H8 210.00 0.2647 18.375 4.864 Vel = 17.485 H8 2.215 iT 14.004 18.792 37.417 to 120 14.004 HS 210.00 0.2647 32.796 8.682 Vel = 17.485 HS 210.00 3.352 2T 23.085 15.000 46.099 to 120 46.171 -5.197 RA 420.00 0.1269 61.171 7.762 Vel = 15.270 RA 4.352 iT 29.222 10.583 48.664. to 120 29.222 RK 420.00 0.0356 39.805 1.416 Vel = 9.059 RK 6.357 5L 11.316 319.000 50.080 to 120 56.580 6-RK 420.00 0.0056 . 375.580 2.111 Vel = •4.246 6-RK 4.352 5L 8.767 57.000 52.192 to 120 43.833 8.879 6-MN 420.00 0.0356 100.833 3.588 Vel = 9.059 6-MN 4.352 1L 8.767 7.000 64.658 to 120 8.767 2.274 RS-6 420.00 0.0356 15.767 0.561 Vel = 9.059 RS-6 4.26 1G 2.633 1.000 67.493 to 120 iT 26.334 57.935 1.516 BR-6 420.00 0.0395 is 28.968 58.935 2.327 Vel = 9.454 BR-6 . 8.249 5.250 71.336 ta 120 BR-4 420.00 0.0015 5.250 0.008 Vel = 2.521 €, 'BR-4 420.00 PM ç 71.344 .pç ? ' K Factor = 49.72 (M'% CAU O ver LL -/R c*,k RISE;. BAS6 A6q9(+2-S GCH1RMER ENGiNEERING CORPORATION 11770 BERNARDO PLAZA COURT, SUITE 112 A SAN DIEGO, CA 92128-2519 * PHONE (619) 673-5845 ,& FAX (619) 673-5849 FIRE PROTECTION/LIFE SAFETY REPORT For CALLAWAY GOLF BALL MANUFACTURING FAC MANUFACTURING AREA CARLSBAD, CALIFORNIA ILITY S. Prepared. For: Mr. Andrew Gracey Callaway Golf 2285 Rutherford Road Carlsbad, California 92008-8815 SEC Project No. 2097131-000 August 6, 1998 Revised on October 8, 1998 This report is the property of Schirmer Engineering Corporation. Copies retained by the client shall be utilized only for his use and occupancy of the project, not for the purpose of construction of any other projects. tOM #Pa4A4J Fire Protection Engineering A Code Consulting A Loss Control A Security System Design Callaway Golf Manufacturing Area !1 October 8, 1998 Carlsbad, CA SEC 2097131-000 Table 2— Fire Protection Design Requirements Area. Required.Pratection:Per NFPA.and UFC odes Prov1dëd Protectiofl( Per FMSft ndards) Manufacturing, 17/32 inch orifice, 286°F rated standard response Same Tooling, automatic sprinklers designed to provide a density of Maintenance 0.30 gpm/square foot over the most remote 2,500 (FM Data Sheet 3-26 Table Areas square feet Sprinkler spacing shall not exceed 100 10) s uare feet The design shall include a 500 gpm hose 77~ 4 06W 5-2.3) 7Hih Piled 17/32 inch orifice, 286°F rated standard response Same Storage: automatic sprinklers designed to provide a density of (FM Data Sheet 8-9, Table 25 foot high 0.30 gpm/square foot over the most remote 2,000 3.3.7.2 m) with 34 foot square feet Sprinkler spacing shall not exceed 100 high ceiling square feet The design shall include a 500 gpm hose stream allowance. In addition, two levels of in-rack sprinklers (at the 10 foot and 20 foot levels) shall be provided. The design of the in-rack sprinklers is based on the 30 gprp from each of the most remote 14 sprinklers (7 .on each level). Thejnaximumhorizontal of the in-rack sDrinklers is .& a ON% Material sprin ers design o provide a density o Storage Area gpm/square foot for the entire room area. Sprinkler (FM Data Sheet 7-29 spacing shall not exceed 100 square feet The design Table 1) shall include a 500 gpm hose allowance. (This criteria is based upon UFC requirements for solid pile storage of Class lB flammable liquids in 55 gallon drums, stored one high.) ______ Mechanical % or 17/32 inch orifice sprinklers designed to provide a % or 17/32 inch orifice, high Enclosure density of 0.20 gpm/square foot over the most remote temperature, quick Areas 1,500 square feet. The design shall include a 250 gpm response sprinklers hose stream allowance. (Ordinary Hazard Group 2 per designed to provide a NFPA 13, Figure 5-2.3) density of 0.20 gpm/square 17 ('5-' I foot over the most remote " / 3,000 square feet. The design shall include a 500 gpm hose stream allowance. (FM Data Sheet 3-26 Table 7) ,1 Callaway Golf Manufacturing Area 11 October 8, 1998 Carlsbad, CA SEC 2097131-000 HIGH-PILED STORAGE REQUIREMENTS The majority of the facility will be utilized for the manufacturing of golf balls. However, a small I amount of finished golf balls will be stored in a 15,400 square foot area. The finished golf balls will be stored in cardboard boxes in rack storage array to a maximum height of 25 feet. Golf balls, due to their composition of plastic and rubber, have been determined to be a high-hazard commodity. All other storage throughout the building will be below the threshold for high-piled storage. Separation of High-Piled Storage Areas Section 8102.3 of the UFC requires occupancy separation between multiple high-piled storage areas and separation of mixed occupancies in accordance with the UBC. Since high-piled storage will only occur in the finished product storage, occupancy separation between multiple high-piled storage areas does not apply. In accordance with Table 313 of the UBC, occupancy - separation is not required between a manufacturing (Group F, Division 1) occupancy and a storage (Group 5, Division 1) occupancy. Therefore occupancy separation of the high-piled storage area from other areas of-the facility is not required. Smoke I Heat Venting and Curtain Boards UFC Sections 8102.7 and 8102.8 require smoke vents and draft curtains in high-piled storage facilities base on specific size and commodity type. Since the finished goods storage area will exceed 2,500 square feet in size, smoke vents and draft curtains are required. The required Callaway Golf Manufacturing Area 12 October 8, 1998 Carlsbad, CA SEC 2097131-000 smoke/heat vents and draft curtains will extend to the lesser of 15 feet beyond the high piled storage area or to a permanent partition (UFC Section 8102.2). Smoke Heat vents will be provided at a ratio of I square foot of vent for every 40 square feet of - roof area over the high-piled storage area. Six foot deep curtain boards will be provided such that the maximum area formed by the curtain boards does not exceed 6,000 square. The - maximum spacing between vent centers will not exceed 90 feet and the maximum distance to vents from walls or curtain boards will not exceed 45 feet (UFC Table 81-13). 1 Small Hose Stations and Connections ] I % inch hose valves and stations shall be provided throughout the storage area such that all I storage is within reach of 100 feet of fire hose and a 30-foot hose stream (UFC Section 8102.9). Fire Department Access. 1 Access roadways are provided within 150 feet of the building on the east, west and north sides. Rutherford Road, a public street, will provide access to within 150 feet of the south side of the building (UFC Section 8102.6). Fire department access doors will be provided every 100 lineal feet or major fraction thereof, of the exterior walls that face required access roadways for the high-piled storage area (UFC 1. Section 8102.6.2.2). 1. •, Callaway Golf Manufacturing Area 13 0ct0ber8, 1998 Carlsbad, CA SEC 2097131-000 Aisles Aisles of a minimum width of 8 feet will be provided to exits and fire department access doors in the high-piled storage area containing high-hazard commodities (UFC Section 8102.10). Miscellaneous Requirements The following miscellaneous requirements for the high-piled storage area in accordance with Article 81 of the UFC will be provided: Smoking will be prohibited. Approved NO SMOKING signs will be conspicuously posted (UFC Section 8101.6.2.2). When restocking is not being conducted, aisles will be kept clear of storage, waste material and debris. Fire Department access doors, aisles and exit doors will not be obstructed (UFC Section 8101.6.3).