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HomeMy WebLinkAbout7210 BLUE HERON PL; ; AS000098; PermitJob Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: Fees($) 746.5 City of Carlsbad Sprinkler Permit Permit No: AS000098 7210 BLUE HERON Status: ISSUED PL SPRINK Applied 6/28/2000 2158140401 Approved: 7/18/2000 0 Issued: 7/18/2000 Inspector: 4 SEASONS AVIARA Owner: Add'I Fees ($) Total($) Balance($) 0 746.5 0 1 s ~p Schmidt Fire Protectton Co., Inc. -. • , nc ~-~f-<Y ,:,\NYl)N Hi<Vv -~IN DEC,O, C,\LFORNl,1. ~2 23-(619) 279-6 122 SCHMIDT FIRE PROTECTION INC. 4760 Murphy Canyon Road San Diego CA 92123 858-279-6122 ADMIN A CALC ADMIISTRATION Job Name Building Location System Contract Data File 9210 BLUE HERON PLACE .CARLSBAD . CA. SFP456 ADMINA.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SC HM IDT FIRE PROTECTION INC . DMIN A CALC Page 2 Date Hydraulic Design Information Sheet Name -AVIARA EAST VILLAGE ADMINISTRATION BUILDING Location -921 0 BLUE HERON PLACE .CARLSBAD. CA. Building -ADMIISTRATION Date -6-6-2000 System No. - Contractor -ROEL CONSTRUCTION CO. Calculated By -R.W Contract No. -SFP456 Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Occupancy - Ceiling Height - s y (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Ord. Haz. Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex. Haz. ( ) Figure Curve S Other T E M D E s I G N Specific Ruling Area of Sprinkler Operation -1500 Density -.10 Area Per Sprinkler -120.0 Elevation at Highest Outlet -25.0 Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -100 Note Made By System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction Other Date Sprinkler/Nozzle Make GLOBE Model JN-QR Size 1/2 K-Factor 5.6 Temp.Rat.200 Calculation Flow Required -531.53 Press Required -115.812 At Test Summary C-Factor Used: 120 Overhead 150 Underground w A Water Flow Test: Date of Test -10-10-95 T Time of Test E · Static Press -121.46 R s u Residual Press -115.51 Flow -1257 Elevation -0.0 P Location -BLUE HERON PLACE p L Source of Information - y Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Class Location Area Aisle W. C 0 M M Commodity Sto rage Ht. Sto rage Method: Solid Piled % Palletized % Rack s R T A 0 C R K A G Single Row Double Row Mult. Row Flue Spacing Longitudinal Conven. Pallet Slave Pallet E Horizontal Barriers Provided: ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ;cHMIDT FIRE PROTECTION INC. \DMIN A CALC City Water Supply: Cl-Static Pressure: 122.46 PSI C2-Residual Pressure: 116.51 PSI C2-Residual Flow: 1257 GPM 150 - 140 - 130 _Cl p 120 l.,JL., R 110 -~ ' - E 100 -s 90 -s 80 -u 70 ,-. R 60 -E 50 - 40 ,- 30 20 ~ 10 h1 ~ -L I I I I 200 400 600 800 ·omputer Programs by Hydratec Inc . I 1000 Page 3 Date Pump Data: r? ~ I 1200 1400 I FLOW (NA 1.85 ) Rou te 111 Windham N.H . USA 03087 Dl-Elevation: 9.788 PSI O2-System Flow:431.53 GPM O2-System Pressure:115.812 PSI Hose ( Adj City) :0 GPM Hose (Demand) :100 GPM O3-System Demand:531.53 GPM Safety Margin: 5.437 PSI - I I 1600 1800 8 ~p Schmidt Fire Protectton Co., Inc. -~ I ~,~~I ~tl'I : ~N'(()N ROAD · Sl.N DIEGO, C, LIFOR If. 92123 -(619) 2:'9-'3122 Job Name Bu i lding Location System Contract Data File SCHMIDT FIRE PROTECTION INC. 4760 Murphy Canyon Road San Diego CA 92123 858-279-6122 ADMIN. CALC. B ADMINISTRATION 7210 BLUE HERON PLACE. CARLSBAD. CA. SFP456 ADMINB. WXF i , ·B ..?-->,. ~ G::,t-,, Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 2 Date ~CHMIDT FIRE PROTECTION INC . A1DMIN. CALC. B -----------------------------------------------------\ Hydraulic Design Information Sheet Name -AVIARA EAST VILLAGE ADMINISTRATION BUILDING Location -7210 BLUE HERON PLACE . CARLSBAD. CA. Building -ADMINISTRATION Date -6-6-2000 System No. - Contractor -ROEL CONSTRUCTION CO. Contract No. -SFP456 Drawing No. -Calculated By -R.W Construction: (X) Combustible ( ) Non-Combustible Occupancy - Ceiling Height - s y s T E M D E s I G N (X) NFPA 13 ( ) NFPA 231 Other Lt. Haz. NFPA 231C Ord. Haz. Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex. Haz. ( ) Figure Curve Specific Ruling Area of Sprinkler Operation -950 Density -.15 Area Per Sprinkler -120.0 Elevation at Highest Outlet -8.0 Hose Allowance -Inside Rack Sprinkler Allowance Hose Allowance -Outside -250 Note Made By System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction Other Date Sprinkler/Nozzle Make GLOBE Model JN -QR Size 1/2 K-Factor 5.6 Temp.Rat.155 Calculation Summary Flow Required -555.0 C-Factor Used: 120 Press Required -70.371 At Test Overhead 150 Underground w A T E R s u Water Flow Test: Date of Test -10-10-95 Time of Test Static Press -121.46 Residual Press -115.51 Flow -1257 Elevation -0.0 P Location -BLUE HERON PLACE p L Source of Information - y Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Class Location Area Aisle W. C 0 M !1 Commodity Storage Ht. Storage Method: Solid Piled % Palletized % Rack S R T A J C R K l\ Single Row Double Row Mul t . Row Flue Spacing Longitudinal Conven. Pallet Slave Pallet E Horizontal Barriers Provided: ( ) Auto . Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Clearance:Storage to Ceiling Transverse :omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ;cHMIDT FIRE PROTECTION I NC. \OMIN . CALC. B City Water Supply: Cl-Static Pressure: 122.46 PSI C2-Residual Pressure: 115.51 PSI C2-Residual Flow: 1257 GPM 150 ,-- 140 ....._ 130 _Cl p 120 - R 110 - E 100 -s 90 ,__ s 80 ,__ [2 u 70 . --' 03 R 60 -E 50 - 40 ,- 30 2 0 10 -Dl !.. .I I I I 200 400 600 800 o,mp u t er. Programs by Hydrate c I nc . I 1000 Page 3 Date Pump Data: ,....,., \..,£, -- I 1200 1400 I FLOW ( N ~ 1.85 ) Route 111 Windham N.H. USA 03087 Dl-Elevation : 3.465 PSI O2-System Flow :305 GPM O2-System Pressure : 70 . 371 PSI Hose ( Adj City) :0 GPM Hose (Demand) :250 GPM O3-System Demand :555 GPM Safety Margin : 50.557 PSI I I 1600 1800