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HomeMy WebLinkAbout2525 EL CAMINO REAL; ; AS060093; Permit1/22/25, 10:10 AM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: AS060093 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS060093 2525 EL CAMINO Status: ISSUED REAL SPRINK Applied 5/11/2006 1563020900 Approved: 5/11/2006 0 Issued: 5/11/2006 Inspector: UNDERGROUND STATION STORAGE T.I. FIRE SPRINKLER PLAN CHECK & INSPECTIONS Owner: BRADSHAW ENGINEERING CORP PLAZA CAMINO REAL 8645 ARGENT ST SANTEE CA 619-448-4300 about blank Fees{$) 115 C/O WESTFIELD CORP INC 11601 WILSHIRE BLVD LOS ANGELES CA -~~~'I Fee~--:~$)---~---l,--•• _:-___ -_ -----~--:o~I•--~~?---. --~---:~-r _____ ---_88-~~-~~---{~?- 0 t 115 0 --------------------------------------_i ---------------------------------------: ---------------------------------- 1/1 APPROVED ::::::::::::::::::::::::::::::::::::::::::::::-:=--:~s~A~a~1.~~~e~A~o~:,;.~-rh-~~~~~- s U M M A R. Y 0 F H Y D R A U L I C C A L C U L A T I O N S F O R. FILE COPY A0iDb0013 Plaza Camino Real Carlsbad CA Su.1::>m.:it.t.ed. By BRADSHAW ENGINEERING CORP 8645 ARGENT Street SANTEE CA 92071 Design Specifications Density Design Area: 0.600 720.00 Water Supply Information 96.00 psi@ 96.00 psi@ 0.00 gpm 1430.00 gprn System Demand 31.96 psi @ 468.0 gprn Tot.al Dema~d.: 468-0 gpm System safety fact.or: @ 3::L-96 psi 64_03 psi Notes: _____________________________________ _ List of Fitting Abbreviations Example: "E2TC" "" one Std. Elbow, two Code:Description Code:Description A Alarm Va H 45 Ell B Butt 1 flyVa I Cross C Check Va J D DryPipeVa K E Std. Elbow L Longtrnell F Deluge Va_ M G : -Gate Va N Std. Tee , and one Code:Description 0 p Q R s T Std. Tee u Check Va Code:Description V w X y z Cales By: RcB Checked: ____ 19 MAY 2006 Page: 1 Ser:*310046* Hypercalc Program by Crowley Design Group, {215) -337-7060 : .. " .. ~ ~ ~ ~ ,~, ?. . 3 : c-• r-·}"JJ! -,-,,, ~, .. .. ;. > i 1 i I 4 MULTIPLY SCALE BY \5D §.EM -·--~·---·-··'-~i,-~1 GPM ---•o G) :0 )> ,:J :I: ; '! 'i: ii \ \ I I -----~------/ I ~ ~ p.\,w-t- Pi·+ o 7 .s ::: t "tJo ~ f J1A. Go..o..te... Res.~·~ %, S ·-t.:..-H c. 9 ~ 9, . . . S't_.+.,'c!. 7"" 9~ tl)rftwa5:S Tuu,t n~wb.V\~ (u~,JA.QJJ {"\.:x;_. ~ ~ ~ 'f~ s~mmary of Spri~kler a~d Hose Flo~s Job No:L3125a Underground Station@ PCR Design density: .6 Supplied flow and pressure is based on 31.96 psi available at supply ( 96.00 psi is actually available) Ref. PRESSURE Pt. Pt Pv ------====== All- Al2 A13 A21. A22 A23 A24 A31 A32 A33 A34 A41 A42 A43 A44 7.73 7.82 8.21. 6.98 7.06 7.35 8.26 7.19 7.28 7.57 8.51 7.69 7.78 8.09 9.09 ---------- Pn -------------- 7.73 7.82 8.21 6.98 7.06 7.35 8.26 7.19 7.28 7.57 8.51 7.69 7.78 8.09 9.09 K Factor ____ ...... __ ------- 11.20 11.20 11.20 11.20 1.1.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 11.20 FLOW Percent Ref. Actual Minimum Excess Pt. 31.1 31.3 32.1 29.6 29.8 30 .4 32.2 30.0 30.2 30.8 32.7 31.1 31.2 31.9 33.8 ======= 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 29.6 ======= 5.1% 5.7% 8.4% 0.0% 0.7% 2.7% 8.8% 1.4% 2.0% 4.1.% 10.5% 5.1% 5.4% 7.8% 14.2% === All Al2 Al.3- A21 A22 A23 A24 A31 A32 A33 A34 A41 A42 A43 A44 Cales By: RcB Checked: ____ 19 MAY 2006 Page: 2 Ser:*310046* Hypercalc Program by Crowley Design Group, (215) -337-7060 Flo-r;,,;r a.n..d. 1?:ressu.re Su.mma.ry Job No:L3125a Underground Station@ PCR Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N 1 0 S S C A L C U L A T I O N S Velocity ft. POINT gpm psi psi psi psi POINT ft, hength Fitting Length Total Pf/ft Diam C Flow fps 38.00 All« 31.l « 7. 7 3 0.09 0.00 7. 82 Al2 38.00 8.00 B.00 0.011 2.067 120 31.1 3.0 38.00 Al2 « 62. 4 « 7.82 0.55 0.00 8.37 B1 38.00 4.00 T 10.00 14.00 0.039 2.067 120 62,4 6.0 38.00 Al3 « 32.1 « 8.21 0.16 0.00 8.37 Bl 38.00 4. 00 T 10.00 14.00 0.011 2.067 120 32.1 3 .1 38. 00 A21 « 29.6 « 6.98 0.08 0.00 7. 06 A2 2 38.00 8.00 8.00 0.010 2,067 120 29.6 2.8 38.00A22 « 59.3 « 7.06 0.29 0.00 7. 35 A23 38.00 8.00 8.00 0.036 2.067 120 5 9 .3 5.7 38. 00 A23 « 89. 7 « 7 .35 1.08 0.00 8. 42 B2 38.00 4.00 T 10.00 14 .00 0 .077 2 .067 120 89.7 8.6 38.00A24« 32.2 « 8.26 0.16 0.00 8.42 B2 38.00 4. 00 T 10.00 14.00 0.012 2.067 120 32.2 3.1 38. 00 A31 « 30.0 « 7 .19 0.08 0.00 7. 28 A32 38.00 8.00 8.00 0.010 2.067 120 3 0. 0 2.9 38. 00 A32 « 60. 2 « 7.28 0.29 0.00 7 . 57 A33 38.00 8.00 8.00 0.037 2.067 120 60. 2 5.7 38.00 A33 « 91.1 « 7.57 1.11 0.00 8.68 B3 38.00 4. 00 T 10.00 14.00 0.079 2.067 120 91.1 8.7 38.00 A34 « 32.7 « 8.51 0.17 0.00 8.68 B3 38.00 4.00 T 10.00 14.00 0.012 2,067 120 3 2. 7 3.1 38.00 A41 « 31.1 « 7.69 0.09 0.00 7. 78 A42 38.00 8.00 8.00 0.011 2.067 120 31. l 3. O 38.00A42 « 62. 3 « 1. 78 0 .31 0.00 8.09 A43 3 8. 0 0 8.00 8 .00 0.019 2.067 120 62.3 5.9 38.00 A43 « 94 .1 « 8.09 1.18 0.00 9. 27 B4 3 8. 00 4.00 T 10.00 lLOO 0.084 2.067 120 94.1 9.0 38.00 A44 « 33.B « 9. 09 0.1B 0.00 9. 2? B4 3 8. 00 4. 00 T 10.00 14.00 0.013 2.067 120 3 3. 8 3.2 38.00 Bl « 94. 5 « 8.37 0.06 0.00 8. 42 B2 3 8. 00 6.00 6.00 0.009 3.260 120 94.5 3.6 38.00 B2 « 216,4 « 8.42 0.26 O. 00 8.68 B3 38.00 6.00 6.00 0.043 3,260 120 216.4 8.3 38.00 B3 « 340 .1 « 8.68 0.59 0.00 9.27 B4 38.00 6.00 6.00 0.098 3.260 120 340.1 13. 0 38.00 B4 « 468.0 « 9.27 4.08 0.00 13. 3 5 BS 3 8. 00 3.00 Th 20.00 23.00 0.178 3.260 120 468.0 17.9 38.00 B5 « 468.0 « 13. 35 1. 36 0.87 15.58 B6 36.00 116.00 3E 42.00 158.00 0.009 6.065 120 468.0 5.2 36.00 B6 « 468,0 « 15.58 0.39 15.62 31.60 R7 0 . O 0 96.00 2EA 86.00 182,00 0.002 8.071 120 468.0 2.9 0.00 R7 « 468 .0 « 31. 60 0. 3 6 0.00 31.96 Z? 0.00 100.00 TGC 111. 72 211.72 0.002 7.980 140 468.0 3. O Cales By: RcB Checked: ____ 19 MAY 2006 Page: 3 Ser:*310046* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Underground Station@ PCR Job No:L3125a 19 MAY 2006 System:1 Drawing:1 Pa th No : 4 : : -+-: : -+-: -+-: : : : : : : : : : -+--+- Fed by path No .1 Ref Elev. Pt. ft. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi [ft.) Press Pt. A24 38.00 8.26 B2 38.00 8.42 8.26 11.20 32.2 32.2 3.07 2.067 4.00 T (C=120) 10.00 14.00 0.012 0.16 8.42 B2 Path K-Factor = 11.09 Pa th No = 5 : : : : : -+-: : -+-: -+-: : : -+-: : : : : Fed by path No.l Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added A31 38.00 7.19 7.19 11.20 30.0 A32 38.00 7. 28 7 .28 11.20 30.2 A33 3 8. 0 0 7. 57 7.57 11.20 3 0. 8 B3 38.00 8.68 Path K-Factor = 30.91 (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per. ft Total Psi (ft. I Press Pt. (C=120) 3 0. 0 2.86 2,067 8.00 8.00 o. 010 0.08 7. 28 A32 60. 2 5.74 2.067 8.00 8.00 0.037 0.29 7.57 AD 91.1 8.68 2.067 4.00 T 10.00 14.00 0.079 1.11 8.68 B3 A."-""";,. Pa th No = 6 : : : : : -+ : : : : : : : : : : -: : : Fed by path No.1 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added (gpm] Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per .ft Total Psi (ft. I Press Pt. A34 38.00 8.51 B3 38.00 8.68 8.51 11.20 32. 7 32.7 3.12 2.067 4.00 T (C=l20l 10.00 14.00 0.012 0.17 8.68 B3 Path K-Factor = 11.09 Cales By:RcB Checked By: ____ Page: P-02 Ser:*310046* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summary Printout for Underground Station@ PCR Job No:L3125a 19 MAY 2006 System:1 Drawing:l Path No:1 ++++++++++++++++++++ Principal path Feeds Path:2 at Pt:Bl , Path:3 at Pt:B2 , Path:4 at Pt:B2 , Path:5 at Pt:B3 , Path:6 at Pt:B3 Feeds Path:7 at Pt:B4 , Path:B at Pt:B4 Ref Elev. Pt. ft. Pressure (psil K Flow Pt Pv Pn Factor Added All 38.00 7. 73 7.73 11.20 31.1 A12 38.00 7 .82 7.8211.20 31. 3 Bl 38.00 8.37 8.37 32.1 B2 38.00 8.42 8.42 121. 9 B3 38.00 8.68 8.68 123. 7 B4 38.00 9.27 9.27 127. 9 B5 38.00 13.35 13 .35 B6 36.00 15.58 15.58 R7 31. 60 31. 60 Z7 31. 96 A ,'I. ... A A Path K-Factor = 82.79 1gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. 31.1 2.97 2.067 8.00 62.4 5.95 2.067 4.00 T 94.5 3.62 3.260 6.00 216.4 8.30 3.260 6.00 340.113.04 3.260 6.00 468.0 17.94 3.260 3.00 TL 468.0 5.18 6.065 116.00 38 468.0 2.93 8.071 96.00 2EA 468.0 2.99 7.980 100.00 TGC ,\"'"' .l'i """' (C=120) 8.00 0.011 0.09 7.82 A12 10.00 14.00 0.039 0.55 8.37 Bl 6.00 0.009 0.06 8.42 B2 6.00 0.043 0.26 8.68 B3 6.00 0.098 0.59 9.27 B4 20.00 23.00 0.178 4.08 13.35 BS 42.00 158.00 0.009 1.36 0.87 ( 2.00 )15.58 B6 86.00 182.00 0.002 0.39 15.62 (36.00 )31.60 R7 (C:140) 111.72 211.72 0.002 0.36 31.96 Z7 Pa. th No : 2 : : : : + : : : : : : -: : : : : : : + Fed by path No.l Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Blev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi lft.l Press Pt. Al3 38.00 8.21 Bl 38.00 8.37 8.21 11.20 32.1 32.1 3.06 2.067 4.00 T (C:120) 10.00 14.00 0.011 0.16 8.37 Bl Path K-Factor = 11.09 Pa.th No:3 =~~: :~: =~~= =~=.::: :~ Fed by path No.1 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C:120) A21 38.00 6.98 6.98 11.20 29.6 29.6 2.82 2.067 8.00 8.00 0.010 0.08 7.06 A22 A22 38.00 7.06 7. 06 11.20 29.8 59.3 5.66 2.067 8.00 8.00 0.036 0.29 7 .35 A23 A23 38.00 7 .35 7.35 11.20 30.4 89.7 8.55 2.067 4.00 T 10. 00 14.00 0.077 1.0B 8 .42 B2 B2 38.00 8.42 tt A 4 A A" ... ,.,.,,,, Path K-Factor = 30.91 Cales By:RcB Checked By: ____ Page: P-01 Ser:*310046* Hypercalc Program by Crowley Design Group, {215)-337-7060 Path Summary Printout for Underground Station@ PCR Job No:L3125a 19 MAY 2006 System:l Drawing:1 Pa. t:.h No : 7 -: -: : -: : : : : : : : : : : : -: Fed by path No.l Ref Elev. Pt. ft. Pressure lpsi) K Flow (9pm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) A41 38.00 7.69 7.69 11.20 31.1 31.1 2.96 2.067 8.00 8.00 0.011 0,09 A42 38 .00 1 . 1 a 7.78 11.20 31. 2 6 2. 3 5.94 2.067 8. 00 8.00 0.039 0.31 A43 38. 00 8. 09 8. 09 11.20 31. 9 94.1 8.98 2.067 4.00 T 10.00 14.00 0.084 1.18 B4 38.00 9.27 Path K-Factor = 30.93 Pa.th No:8 : : : : : : : : : : : : : =-=: =-= Fed by path No.1 7. 78 A42 8.09 A43 9. 27 B4 Ref Elev. Pt. ft. Pressure lpsil K Flow Pt Pv Pn Factor Added 1gpm) Velac Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi [ft.) Press Pt. A44 38.00 9.09 B4 38.00 9.27 9.09 11.20 33.8 33.8 3.22 2.067 4.00 T Path K-Factor = ll.09 ( C=120) 10.00 14.00 0. 013 0.18 Cales By:RcB Checked By: ____ Page: P-03 9. 2 7 B4 Ser:*310046* Hypercalc Program by Crowley Design Group, (215)-337-7060