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HomeMy WebLinkAbout1 LEGO DR; ; AS980179; Permit3/8/24, 11:52 AM AS980 179 Permit Data City of Carlsbad AUTOMATIC SPRINKLER-TENA Permit No: AS980179 Job Address: I LEGO DR Status: ISSUED Permit Type: ASTI Applied 9/30/1998 Parcel No: 2111000900 Approved: 9/30/1998 Lot #: 0 Reference No.: Issued: 9/30/1998 PC #: Inspector: Project Title: LEGO SPRINKLERS FUNTOWN DRIVING SCHOOL/RESU BM ITTAL Applicant: Owner: COSCO FIRE PROTECTION LEGOLAND CARLSBAD INC LEG 321 EAST GARDENABL GARDENACA 213 321-5155 Fees ($) Add'I Fees ($) Total ($) Balance ($) 0 0 0 0 about:blank 1/1 LEGOLAID Submittal 15330.012 CARL3BAP From Signed Nat. Issued: 3121/91 Total number of pages:2 LEGOLAND Estates AG Document Control This copy printed on 3120158 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92009 PROJECT: LEGOLAND Carlsbad Owner: LEGOLAND Estates AG INSTRUCTIONS The documents referred to on the attached log have been received from Bernard Brothers Construction. At the-direction of the Prime Coordinating Consultant for this Component, we hereby transmit the documents referred to for-your review in accordance with the Contract Specification, Division 1, Section 01300. In accordance with the above the due date for return of the documents to the Prime Consultant is 03126198. IT IS THE RECIPIENTS RESPONSIBILITY TO RETURN THE DOCUMENTS BY THE DUE DATE AND FAILURE TO DO SO SHALL BE DEEMED TO IMPLY THAT THE RECIPIENT HAS NO COMMENT UPON THE SUBMITTAL EACH SUBMITTAL SHALL BE AWARDED THE FOLLOWING STATUS:. A = Approved, B = Approved as Noted, C = Revise as Noted & Resubmit,, D = Rejected I Resubmit as Soecified SUBMITTAL DETAILS: Component # Title Spec Section F237 North Complex Fire Sprinkler Dwgs. 15330 Funtown Please note that the interior layout of the Factory Tour is on hold. Cosco Fire Protection Bernie MunozlR+A-Please return one (1) commented bond to HOK by the above mentioned datc. Thank you. David Shay/SEC-Please return one commented sepia + one commented bond to HOK by the above date. Thanks. DISTRIBUTION :- RECIPIENT CONSULTANT FIRM STATUS AWARDED SIGNED I DATED - Prime Consultant Chris Rooney/HOK ( One (1) bond ) J.Peruzzi & J.Rector Consultant I Bernie MunozlR+A _(Two (2) bonds) Consultant 2 David Shay/SEC (2 bonds +1 vellum) Consultant 3 U Consultant 4 I.]t1it \Y iJiJll) LI Consultant 5 APR 13 1998 LI LLE TO LLE DOCUMENT CONTROL We return herewith the above submittal documents duly reviewed and which have been awarded the status noted below for return to BBC. OVERALL STATUS AWARDED BY PRIME CONSULTANT . SIGNED 9:10+11f A.12V 054f . DATE RECEIVED LLE DOC CTRL. RETURNED TO BBC I ENTERED 9p/.4 - /- '/2.'If I +/g CONFORMANCE REVIE I OF SUBMITTAL Prime 1 Approved I Spec. Sectin "8" Approved as Noted Prime Firm Mic Revise and Resubmit Date f Not Approved Sub-Consultant Action Discipline Firm Signed Date S s#i Action j *Refer to attached letter of explanation Notations do not authorize changes to contract sum Of time. Submittals ate reviewed. processed and executed per division one specifications. Review I s f o r d e s i g n c o n f o r m i t y and general conformity with the contract documents only. It is the co n t r a c t o r ' s responsibility to coordinate with sub contractors and to coordinate di m e n s i o n s a t t h e j o b site for tolerances, clearances, quantities, fabrication process, an d t e c h n i q u e s o f t h e construction. The contractor is solely responsible for the coordin a t i o n o f h i s W o r k w i t h other trades and for lull compliance with the contract documents. / COSCO FIRE PROTECTION, INC. 321 EAST GARDENA BOULEVARD GARDENA, CA 90247 CITY OF CA FIRE DEPARTMENT APPROVED Subject to field Inspection and required tests, notations hereon, conditions in correspondence and Conformance with applicable regulations. The of the stamping se Plans shall not be held to permit or apnrove the violation of any law. HYDRAULIC CALCULATI FOR LEGOLAND - FUNTOWN FACTORY TOUR FILE NUMBER: 6163T DATE: &TODAY& -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: AREA OF CALCULATION: DES IGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: ORDINARY HAZARD GROUP 1 .15 gpm/sq. ft. 1500 sq. ft. 130 sq. ft. 14 sprinklers 299.70 gpm 549.70 gpm 299.70 gpm @ 32.80 psi 1/2 inch SHELL SPACE K. J. DEVOE CARLSBAD F.D. C-16-577621 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE it 4 C1288D ) HRS SYSTEMS, INC. ATLANTA, GA APR 131998 Bernards Bros. Const. • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 03/16/1998 6163T0UR.SDF JOB TITLE: FACTORY TOUR, LEGOLAND FUNTOWN WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. © PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 109.0 84.0 3545.0 108.2 • 549.7 53.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 549.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 299.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 178.8 K= 5.60 14.4 21.2 102 178.8 - - - - 14.6 - - - 103 178.8 K= 5.60 14.6 21.4 104 178.8 K= 5.60 15.4 22.0 105 178.8 K= 5.60 17.1 23.1 106 178.8 K= 5.60 20.1 25.1 107 178.8 - - - - 21.3 - - - 108 178.1 - - - - 22.9 - - - 109 178.8 K= 5.60 10.3 18.0 110 178.8 K= 5.60 11.6 19.1 111 178.8 K= 5.60 12.9 20.1 112 178.8 K= 5.60 15.8 22.2 113 178.8 K= 5.60 18.3 23.9 114 178.8 - - - - 19.8 - - - 115 178.1 - - - - 23.0 - - - 116 178.8 K= 5.60 11.4 18.9 .117 178.8 K= 5.60 12.8 20.1 118 178.8 K= 5.60 14.3 21.1 119 178.8 K= 5.60 17.4 23.4 120 178.8 - - - - 20.1 - - - 121 178.8 - - - - 21.2 - - - 122 178.1 - - - - 23.4 - - - 123 177.3 - - - - 26.4 - - - 26 177.3 - - - - 27.0 - - - TR 177.3 - - - - 27.2 - - - BR 165.9 HOSE STREAM 32.8 100.0 UG5 162.4 - - - - 34.6 - - - UG4 162.4 - - - - 35.0 - - - UG3 168.4 - - - - 32.5 - - - UG2 168.4 - - - - 45.0 - - - UG1 162.4 - - - - 47.7 - - - SRC 150.0 SOURCE 53.5 399.7 D SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/16/1998 6163T0UR.SDF JOB TITLE: FACTORY TOUR, LEGOLAND FUNTOWN PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH 'PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -21.2 1.049 PL 1.50 PF 0.2 10.1 178.8 5.6 14.4 21.2 7.9 120 FTG ---- PE 0.0 103 178.8 5.6 14.6 21.4 0.145 TL 1.50 PV 0.4 Pipe: 2 0.0 1.610 PL 10.50 PF 0.0 102 178.8 0.0 14.6 0.0 0.0 120 FTG ---- PE 0.0 103 178.8 5.6 14.6 21.4 0.000 TL 10.50 PV 0.0 Pipe: 3 -42.6 1.610 PL 12.00 PF 0.8 103 178.8 5.6 14.6 21.4 6.7 120 FTG ---- PE .0.0 104 178.8 5.6 15.4 22.0 0.065 TL 12.00 PV 0.3 Pipe: 4 -64.6 1.610 PL 12.00 PF 1.7 104 178.8 5.6 15.4 22.0 10.2 120 FTG .---- PE 0.0 105 178.8 5.6 17.1 23.1 0.141 TL 12.00 PV 0.7 Pipe: 5 . -87.7 1.610 PL 12.00 PF 3.0 105 178.8 5.6 17.1 23.1 13.8 120 FTG ---- PE 0.0 106 178.8 5.6 20.1 25.1 0.249 TL 12.00 PV 1.3 Pipe: 6 . -112.8 2.067 PL 0.83 PF 1.3 106 178.8 5.6 20.1 25.1 10.8 120 FTG T PE 0.0 107 178.8 0.0 21.3 0.0 0.117 TL 10.83 PV 0.8 Pipe: 7 -112.8 2.067 PL 0.67 PF 1.3 107 178.8 0.0 21.3 0.0 10.8 120 FTG T PE 0.3 108 178.1 0.0 .22.9 0.0 0.117 TL 10.67 PV 0.8 Pipe: 8 18.0 1.049 PL. 12.00 PF 1.3 109 178.8 5.6 10.3 18.0 6.7 120 FTG ---- PE 0.0 110 178.8 5.6 11.6 19.1 0.107 TL 12.00 PV 0.3 Pipe: 9 -37.1 1.380 PL 12.00 PF 1.3 110 178.8 5.6 11.6 19.1 8.0 120 FTG ---- PE 0.0 111 178.8 5.6 12.9 20.1 0.107 TL 12.00 PV 0.4 Pipe: 10 -57.2 1.380 PL 12.00 PF 2.9 111 178.8 5.6 12.9 20.1 12.3 120 FTG ---- PE 0.0 112 178.8 5.6 15.8 22.2 0.239 TL 12.00 PV 1.0 Pipe: 11 -79.4 1.610 PL 12.00 PF 2.5 112 178.8 5.6 15.8 22.2 12.5 120 FTG ---- PE 0.0 113 178.8 5.6 18.3 23.9 0.207 TL 12.00 PV 1.1 Pipe: 12 -103.4 1.610 PL 0.50 PF 1.5 113 178.8 5.6 18.3 .23.9 .16.3 120 FTG E PE 0.0 114 178.8 0.0 19.8 0.0 0.337 TL 4.50 PV 1.8 Pipe: 13 -103.4 1.610 PL 0.67 PF 2.9 114 178.8 0.0 19.8 0.0 16.3 120 FTG T PE 0.3 115 178.1 0.0 23.0 0.0 0.337 TL 8.67 PV 1.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/16/1998 6163T0UR.SDF JOB TITLE: FACTORY TOUR, LEGOLAND FUNTOWN PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -18.9 1.049 PL 12.00 PF 1.4 116 178.8 5.6 11.4 18.9 7.0 120 FTG ---- PE 0.0 117 178.8 5.6 12.8 20.1 0.118 TL 12.00 PV 0.3 Pipe: 15 -39.0 1.380 PL 12.00 PF 1.4 117 178.8 5.6 12.8 20.1 8.4 120 FTG ---- PE 0.0 118 178.8 5.6 14.3 21.1 0.118 TL 12.00 PV 0.5 Pipe: 16 -60.2 1.380 PL 12.00 PF 3.1 118 178.8 5.6 14.3 21.1 12.9 120 FTG ---- PE 0.0 119 178.8 5.6 17.4 23.4 0.262 TL 12.00 PV 1.1 Pipe: 17 -83.5 1.610 PL 12.00 PF 2.7 119 178.8 5.6 17.4 23.4 13.2 120 FTG ---- PE 0.0 120 178.8 0.0 20.1 0.0 0.227 TL 12.00 PV 1.2 Pipe: 18 -83.5 1.610 PL 0.50 PF 1.0 120 178.8 0.0 20.1 0.0 13.2 120 FTG E PE 0.0 121 178.8 0.0 21.2 0.0 0.227 TL 4.50 PV 1.2 Pipe: 19 -83.5 1.610 PL 0.67 PF 2.0 121 178.8 0.0 21.2 0.0 13.2 120 FTG T PE 0.3 122 178.1 0.0 23.4 0.0 0.227 TL 8.67 PV 1.2 Pipe: 20 -112.8 3.260 PL 10.00 PF 0.1 108 178.1 0.0 22.9 0.0 4.3 120 FTG ---- PE 0.0 115 178.1 0.0 23.0 0.0 0.013 TL 10.00 PV 0.1 Pipe: 21 -216.2 3.260 PL 10.00 PF 0.4 115 178.1 0.0 23.0 0.0 8.3 120 FTG ---- PE 0.0 122 178.1 0.0 23.4 0.0 0.043 TL 10.00 PV 0.5 Pipe: 22 -299.7 3.260 PL 13.50 PF 2.6 1.22 178.1 0.0 23.4 0.0 11.5 120 FTG T PE 0.3 123 177.3 0.0 26.4 0.0 0.078 TL 33.50 PV 0.9 Pipe: 23 -299.7 4.260 PL 3.83 PF 0.6 123 177.3 0.0 26.4 0.0 6.7 120 FTG T PE 0.0 26 177.3 0.0 27.0 0.0 0.021 TL 29.83 PV 0.3 Pipe: 24 -299.7 4.260 PL 3.17 PF 0.2 26 177.3 0.0 27.0 0.0 6.7 120 FTG L PE 0.0 TR 177.3 0.0 27.2 0.0 0.021 TL 11.17 PV 0.3 Pipe: 25 -299.7 4.260 PL 11.38 PF 0.6 TR 177.3 0.0 27.2 0.0 6.7 120 FTG B PE 4.9 BR 165.9 H.S. 32.8 100.0 0.021 TL 27.38 PV 0.3 Pipe: 26 -399.7 6.080 PL 45.00 PF 0.3 BR 165.9 H.S. 32.8 100.0 4.4 150 FTG 2LG PE 1.5 UG5 162.4 0.0 34.6 0.0 0.004 TL 78.00 PV 0.1 -I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/16/1998 JOB TITLE: FACTORY TOUR, LEGOLAND FUNTOWN PIPE DATA (cont.) Page 4 6163TOUR. SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 -399.7 6.080 PL 10.00 PF 0.4 UG5. 162.4 0.0 34.6 0.0 4.4 150 FTG 2T PE 0.0 UG4 162.4 0.0 35.0 0.0 0.004 TL 102.00 PV 0.1 Pipe: 28 -399.7 6.280 PL 6.00 PF 0.1 UG4 162.4 0.0 35.0 0.0 4.1 140 FTG L PE -2.6 UG3 168.4 0.0 32.5 0.0 0.004 TL 22.00 PV 0.1 Pipe: 29 FIXED PRESSURE LOSS DEVICE UG2 168.4 0.0 45.0 0.0 12.5 psi, 399.7 gpm UG3 168.4 0.0 32.5 0.0 Pipe: 30 -399.7 6.280 PL 6.00 PF 0.1 UG2 168.4 0.0 45.0 0.0 4.1 140 FTG L PE 2.6 UG1 162.4 0.0 47.7 0.0 0.004 TL 22.00 PV 0.1 Pipe: 31 . -399.7 6.080 PL 30.00 PF 0.4 UG1 162.4 0.0 47.7 0.0 4.4 150 FTG TL PE 5.4 SRC 150.0 SRCE 53.5 (N/A) 0.004 TL 90.00 PV c5.1 NOTES: Calculations were performed by the HSS 6.2.0 computer program under license no. 4 C1288D granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 The system has been. balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.062 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 16.3 ft/sec at pipe 13. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 03/16/1998 6163TOUR.SDF JOB TITLE: FACTORY TOUR, LEGOLAND FUNTOWN (4) PIPE FITTINGS TABLE Pipe Table Name: ST.ANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A. D Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v -------------------------------------------------------- NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v --------------------------------------------------- NPTee 3.260 9.00 20.00 7.00 22.00 13.00 1.00 18.00 13.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 PAGE: E MATERIAL: PVC1 50 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 [I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 03/16/1998 6163TOUR.SDF JOB TITLE: FACTORY TOUR, LEGOLND FUNTOWN WATER SUPPLY CURVE 120+ 110*\\\\\ 0 \\\\\ \\\\\ \\\\\ 100+ \\\\\ \\\\\\\\\\\ \\\\\ 90+ \\\\\ \\\\\ 84.0 psi @ 3545 gpm-> * Flow Test Point P 80+ R. E S S 70+ U R E 60+ P S X I 50+ ) 40+ 30+ 20+ LEGEND ti 'I X = Required Water Supply 53.47 psi @ 549.7 gpm 10+ It 0 = Available Water Supply " 108.21 psi @ 549.7 gpm 0 --------------------------------- -_+I +---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM)