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HomeMy WebLinkAbout7150 RANCHO SANTA FE RD; ; AS150164; PermitCity of Carlsbad Sprinkler Permit Permit No: AS159164 7150 RANCHO Job Address: Status: ISSUED SANTA FE RD Permit Type: SPRINK Applied 6/8/2015 Parcel No: 2238120200 Approved: 7/7/2015 Lot #: 0 Reference No.: Issued: 7/7/2015 PC #: Inspector: Project Title: PRESTIGE PRESCHOOL INSTALL NEW FIRE SPRINKLERS TO THE NEW FLOOR LAYOUT FOR A NEW DAYCARE. DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA #13 2013 EDITION. Applicant: CAL WEST FIRE PROTECTION 1113 N. GATES STREET SANTA ANA CA 657-600-8010 Owner: CARLSBAD PRESCHOOL LTD PTNSHP C/O GLEN WOOD DEVELOPMENT GRP 505 N BRANCH BLVD #830 GLENDALE CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 350 0 350 70 i) VALuEC ThllJ WATERDN 201 VaHecitos do Oro San Marcos, Californi a 9206i 453 h opVt; 44ff46O May 5, 2015 Cal-West Fire Protection 1113 N. Gates St. Santa Ana, CA 92703 Re: Fire Flow for Prestige Academy Pre-School, Carlsbad APN 223-351-02 Per your request, the following is provided for your information: The site is identified as the Prestige Academy Pre-School, Carlsbad, CA. The Vallecitos Water District no longer conducts hydrant flow test, hence, all flows are calculated using computer simulation. Static pressure is at Average Daily Demand. All other residuals are at Peak Day Demand (2.3 * Average Daily Demand) with the stated fire flow demand at the junction serving the facility. The node used for calculating the flow is located on a private drive serving the site. The elevation of the node, static pressure and resulting residual pressure are provided in the following table: Elevation 373.7 feet Demand 1710 gpm Static 162 psi Residual 154 psi Please feel free to contact me if you have any questions. Sincerely, VALLECITOS WATE DISTRICT Eileen M. Koonce Engineering Technician FAX numbers by Department: 4dmmn4stretion (760) 744-2738; EnqTheorina (760) 744350.7; Finance (760) 744-5959; Meadow/ark Water Reclamation FacIbty (760) 744-2435; operationsftvlaintenanco (760) 744-5246 a 1: vwd57vw4. orq hitr://www.vwborq IHydrau1ic Overview I - Job Number: LC-3611 Reoort Descriotion: Ordinary Groun II Job Job Number Design Engineer LC-3611 CAL-WEST FIRE Job Neme, PRESTIGE SCHOOL ACADEMY Phone (657)600-8010 FAX (657)600-8700 Address 1 7150 RANCHO SANTA FE ROAD State Certiticadon/License Number C16870249 Addreos 2 AF/J CARLSBAD FIRE City Stole Zip Code Job Site CARLSBAD CA GROUND UP BUILDING System Denwty es of Application 0.200gpm/ft2 1500.00ft2 (Actual 1540.00ft2) Most Demanding Spririder Data I-lose Stieams 5.6 K-Factor 22.00 at 15.434 250.00 C. .9. Per Spritdder Number Of Sprinidera Calculated 110.00ft2 14 System Pressure Derrerd System Flow Demand 87.053 337.82 TotalDemand 587.82 @ 67.053 PresOureRenult +69.306 (44.3%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(gm) Static(üsi) Residual(psi) Identifier Pressure(si) K-Factor(K) Flow(ppm) 1 710.00 250.00 162.000 154.000 BOR 84.427 36.77 337.82 FS-1 Supply at Node 1(710.00, 250.00, 162 000, 154000) 200- 180- Static Pressure 162.000 160- 710.00 154.000___ - 140- ._120- -.. 10o U) 3 - 8287.053 80- + - 587.82 with hose streams __ - - - _ 60- System demand curve 40- 20- 0- 1+P°3o0 400 500 600 700 800 900 1000 Water flow, gpm (tA ©M.E.P.CAD, Inc. !jAutoSPRINK®VR7v7.1.8 05/20/2015 4:13:38PM Page 1 PEW processed with CutePOF evaluation edition www.CutePDF.com IHydrau1ic Summary I Job Number: LC-3611 Reoort Desciiotion: Ordinary Grouo I Job Job Number LC-3611 Design Enpneer CAL-WEST FIRE Job N0flre PRESTIGE SCHOOL ACADEMY State C caconluoenee Number C16870249 Addreeel 7150 RANCHO SANTA FE ROAD AMJ CARLSBAD FIRE Address 2 Job Gte GROUND UP BUILDING City CARLSBAD State CA Zip Code Dray.rng Name FS-1 System Remote Area(s) Most Demanding Spnrdder Data 5.6 K-Factor 22.00 at 15.434 Occupancy Ordinary Group II Job SoRb Hose Allowance At Source 250.00 Density 0.200gpmlft2 Wea of Application 1500.00ft2 (Actual 1540.00ft2) Addiffonal Hoce Supplies Node Flow(ppm) Number Of Spnnldero Calcolated 14 Coon-age Per Sprinkler 110.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjaoent To Most Remote Area Total Hose Sboonrs 250.00 System Flow Demand 337.82 Total Water Required )lrcludmmmg 11050 Alloworoe) 587.82 Moornuno Pressure Usbalonce In Loops 0.000 teooirrrmrnr Velocity Above Ground 25.49 between nodes 39 and 40 Mooimnom Velocity Under Ground 3.72 between nodes 2 and 4 Volume capacdy of Wet Pipes 460.20ga1 Volume capacity of Dry Pipe0 Supplies Node Hose Flow (gpm) T Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 162.000 154.000 710.00 156.359 587.82 87.053 69.306 Contracor CornactorNumber ContactName cortactTtde Name of Confractor: Phone Extension Addreno I FAX Address 2 E-mail City State Zmp Code Web-Site ©M.E.P.CAD, Inc. I AutoSPRlNK®VR7v7.1.8 05/20/2015 4:13:40PM Page 2 ISummary_Of Outfiowing_Devices I Job Number: LC-3611 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (q m) K-Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 112 25.20 22.00 5.6 20.249 0.229gpm/ft 110.00ft2 Sprinkler 110 25.01 22.00 5.6 19.940 0.227gpm/ft 110.00ft Sprinkler 114 28.01 22.00 5.6 25.019 0.255gpm/ft2 110.00ft Sprinkler 113 25.52 22.00 5.6 20.774 0.232gpm/ft2 110.00f12 Sprinkler 111 25.33 22.00 5.6 20.457 0.230gpm/ft2 110.00ft2 Sprinkler 109 25.17 22.00 5.6 20.206 0.229gpm1ft2 110.00ft Sprinkler 106 23.49 22.00 5.6 17.602 0.214gpm/ft2 110.00ft2 Sprinkler 103 23.31 22.00 5.6 17.332 0.212gpm/ft2 110.00ft2 Sprinkler 108 24.08 22.00 5.6 18.487 0.219gpm/ft 110.00ft2 Sprinkler 105 22.46 22.00 5.6 16.091 0.204gpm/f12 110.00ft2 Sprinkler 102 22.29 22.00 5.6 15.842 0.203gpm/ft2 110.00ft2 Sprinkler 107 23.77 22.00 5.6 18.016 0.216gpm/ft2 110.00ft2 Sprinkler 104 22.17 22.00 5.6 15.677 0.202gpm/ft2 110.00ft2 Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. i1 AutoSPRINK® VR7 v7.1.8 05/20/2015 4:13:41PM Page 3 51 jNodeAnaIysis I Job Number: LC-3611 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 7 -3-0 E(17-7) 87.029 8 2-0 E(14-3) 84.777 2 4-0 E(14-3) 86.747 10 2-0 E(17-7) 84.664 4 4-0 86.197 6 0-10 BOR 84.427 11 12-0 LtE(5-6) 78.509 13 12-0 P0(6-0) 67.371 16 12-0 P0(6-0) 60.872 18 12-0 P0(6-0) 57.860 20 12-0 P0(6-0) 54.848 22 12-0 P0(6-0) 51.835 24 12-0 P0(6-0) 48.823 26 12-0 P0(6-0) 45.810 29 12-0 P0(6-0) 42.798 31 12-0 P0(6-0) 39.785 33 12-0 P0(6-0) 36.773 35 12-0 P0(6-0) 33.761 37 12-0 P0(6-0) 30.748 38 13-0 T(6'-O) 25.520 39 12-0 P0(6-0) 29.187 40 13-0 T(6-0) 22.277 41 12-0 P0(6-0) 28.757 42 13-0 T(6-0) 21.940 112 13-0 Spr(-20.249) 20.249 25.21 110 13-0 Spr(-19.940) 19.940 25.0 114 13-0 Spr(-25.019) 25.019 28.0 113 13-0 Spr(-20.774) 20.774 25.5 Ill 13-0 pr(-20.457) 20.457 25.3: 109 13-0 Spr(-20.206) 20.206 25.1 106 13-0 Spr(-17.602) 17.602 23.4' 103 13-0 Spr(-17.332) 17.332 23.3 108 13-0 p!(-18.487) 18.487 24.01 105 13-0 Spr(-16.091) 16.091 22.41 102 13-0 Spr(-15.842) 15.842 22.21 107 13'-0 Spr(-18.016) 18.016 23.7 104 13-0 Spr(-15.677) 15.677 22.1 ,©M.E.P.CAD, Inc. AutoSRlNK®VR7v7.1.8 05/20/2015 4:13:42PM Page 4 ?HydrauIic Analysis :1 Job Number: LC-3611 Report Description: Ordinary Group I Pipype Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Total Length _ Route l ..... BL 1.3800 0=22.00 4.72 C=120 0.040825 10-0 Pt 0.408 101 102 13-0 13-0 q22.00 K=5.6 15.434 15.842 Spr(-15.434) 10'-0 Pe Pv BL 1.3800 Q=44.29 9.50 C120 0.148967 10-0 Pt 1.490 102 103 13-0 13-0 q=22.29 K=5.6 15.842 17.332 Spr(-15.842) 10-I Pe Pv BL 1.3800 0=67.60 14.50 C=120 0.325742 8-2 Pf 4.608 103 42 13-0 13-0 q=23.31 K5.6 17.332 21.940 Spr(-17.332) T(6-0) 6-0 14'-2 Pc Pv RN 1.3800 0=117.94 25.30 C=120 0.912004 1-0 Pf 6.384 42 41 13-0 12'-0 21.940 28.757 P0(6-U) 6-0 7'-0 Pe 0.434 Pv CM 2.6350 0=117.94 6.94 C=120 0.039085 11-0 Pf 0.430 41 39 12-0 12-0 28.757 29.187 11'-0Pv Pe CM 2.6350 0=236.79 13.93 C=120 0.141915 11-0 Pf 1.561 39 37 12-0 12-0 29.187 30.748 11'-0Pv Pe CM 2.6350 0=337.82 19.88 C=120 0.273857 11-0 Pf 3.012 37 35 12-0 12-0 30.748 33.761 11-0 Pe Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 11-0 Pf 3.012 35 33 12-0 12-0 33.761 36.773 1 V-0 Pc Pv CM 2.6350 0=337.82 19.88 C120 0.273857 11-0 Pt 3.012 33 31 12-0 12-0 36.773 39.785 1 V-0 Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 1 V-0 Pf 3.012 31 29 12-0 12-0 39.785 42.798 1 V-0 Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 1 V-0 Pf 3.012 29 26 12-0 12-0 42.798 45.810 1 V-0 Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 11- Pt 3.012 26 24 12-0 12-0 45.810 48.823 11- Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 11 '-C Pf 3.017-- 24 22 12-0 12-0 48.823 51.835 11- Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 11-0 Pf 3.012 22 20 12-0 12-0 51.835 54.848 11'- Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 1 V-0 Pf 3.012 20 18 12-0 12-0 54.848 57.860 1 V-0 Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 11-0 Pf 3.012 18 16 12-0 12-0 57.860 60.872 11 '-O Pc Pv CM 2.6350 0=337.82 19.88 C=120 0.273857 42-5 Pf 17.636 16 11 12-0 12-0 60.872 78.509 T(16-6), LtE(5-6) 22'-0 64-5 Pc Pv FR 3.2600 0=337.82 12.98 C=120 0.097130 11-2 Pf 1.083 11 6 12-0 0-10 78.509 84.427 BOR 1 V-2 Pc 4.835 Pv UG 6.2800 0=337.82 3.50 C=140 0.002998 12-2 Pf 0.103 6 4 0-10 -3-0 84.427 86.197 E(22'-l) 22-1 34-3 Pc 1.668 Pv UG 6.0900 0=337.82 3.72 C=120 0.004631 90-2 Pf 0.550 4 2 4-0 4-0 86.197. 86.747 2E(14'-3) 28'-7 11-9 Pc Pv FR 6.3570 0=337.82 3.41 C=120 0.003757 5-0 Pf 0.085 2 10 4-0 2-0 86.747 84.664 E(17'-7) 17'- 22-7 Pc -2.168 Pv CM 6.0900 0=337.82 3.72 C=120 0.004631 10-0 Pt 0.112 10 8 2-0 2-0 84.664 84.777 BFP, E(14'-3) 14'-3 24-3 Pc Pv FR 6.3570 0=337.82 3.41 C=120 0.003757 5,-0 Pt 0.085 8 7 2-0 4-0 84.777 87.029 E(17'-7) 17'-7 22-7 Pc 2.168 Pv CM 6.0900 0=337.82 3.72 C=120 0.004631 5-1 Pt 0.023 7 I 4-0 -3-0 87.029 87.053 S 5'-C Pc Pv 1.&©M.E.P.CAD, Inc. AutoSPRINK®VR7v7.1.8 05/20/2015 4:13:44PM Page 5 ldjHydrauIic Analysis I Job Number: LC-3611 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Summary Route ..... BL 1.3800 Q=22.17 4.76 C=120 0.041420 10,-0 Pt 0.414 104 105 13-0 13-0 q=22.17 K=5.6 15.677 16.091 Spr(-15.677) 10-0 Pe Pv BL 1.3800 Q=44.64 9.57 C=120 0.151136 10,-0 Pf 1.511 105 106 13-0 13-0 q22.46 K5.6 16.091 17.602 Spr(-16.091) 10-0 Pe Pv BL 1.3800 Q=68.13 14.61 C=120 0.330471 8-2 Pt 4.675 106 40 13-0 13-0 q=23.49 K=5.6 17.602 22.277 Spr(-17.602) T(6'-O) 6-0 14-2 Pe Pv RN 1.3800 0=118.85 25.49 C=120 0.925167 l'-O Pt 6.476 40 39 13-0 12-0 22.277 29.187 P0(6-0) 6-0 T-0 Pe Pv 0.434 Route 3 ..... BL 1.3800 0=23.77 5.10 C=120 0.047105 10-0 Pf 0.471 107 108 13-0 13-0 q=23.77 K=5.6 18.016 18.487 Spr(-18.016) 10,-0 Pe Pv BL 1.3800 0=47.85 10.26 C120 0.171861 10,-0 Pf 1.719 108 109 13-0 13-0 q=24.08 K=5.6 18.487 20.206 Spr(-18.487) 10-0 Pe Pv BL 1.3800 Q=73.02 15.66 C=120 0.375668 8-2 Pf 5.314 109 38 13-0 13-0 q25.17 K=5.6 20.206 25.520 Spr(-20.206) T(6'-0) 6-0 14-2 Pe Pv RN 1.3800 0=101.03 21.67 C=120 0.684975 1-U Pf 4.795 38 37 13-0 12-0 25.520 30.748 P0(6-0) 6'- 7-tPv Pe 0.434 Route ..... BL 1.3800 Q=25.01 5.36 C=120 0.051740 10-0 Pf 0.517 110 111 13-0 13-0 q25.01 K=5.6 19.940 20.457 Spr(-19.940) 10'-0 Pe Pv BL 1.3800 Q=50.33 10.80 C=120 0.188754 1-10 Pf 1.482 111 42 13-0 13-0 q=25.33 K=5.6 20.457 21.940 Spr(-20.457) T(6-0) 6-0 T-1 0, Pe Pv Route ..... BL 1.3800 0=25.20 5.41 C=120 0.052482 10,-0 Pt 0.525 112 113 13-0 13-0 q=25.20 K=5.6 20.249 20.774 Spr(-20.249) 10'-0 Pe Pv BL 1.3800 Q=50.72 10.88 C=120 0.191457 1,-la Pf 1.504 113 40 13-0 13-0 q25.52 K=5.6 20.774 22.277 Spr(-20.774) T(6-0) 6-0 T-10 Pe Pv Route ..... BL 1.3800 Q=28.01 6.01 C=120 0.063824 l'-1 Pt 0.501 114 38 13-0 13-0 q28.01 K=5.6 25.019 25.520 Spr(-25.019) T(6'-O) 6'- 7-lPv Pe Equivalent Pipe Lengths of Valves and Fittings (0=120 only) I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 I,©M.E.P.CAD, Inc. AutoSPRINK®VR7v7.1.8 05/20/2015 4:13:44PM Page 6 ijig lHydraulic Analysts I Job Number LC-3611 ARM,- - Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. AutoSPRlNK®VR7v7.1.8 05/20/2015 4:13:44PM Page 7 ~jilfv (Hydraulic Graph I Job Number: LC-3611 Renort Descrintion )rrlinary (rniin I Supply at Node I 200- 180— :Static Pressure 162.000 - - ________ __________ ___________ - _ @ 154.000 140- 120 — CL B) - j1 00 — - 337.82 p.-----. @ 87.053 • / 587.82 with hose streams 80—--- 60j. System demand curve 40 — 20 — 111111111 11111111 I II III 1111111 I I I I I I I I I I I I I I I I I I I I I I 200 300 400 500 600 700 800 900 1000 Water flow, gpm hlydraoPc Graph Supply at Node 1 Stade; Prssura ElavadonnStatic: Pressure 162.000 160.698 Raaidaal; Praaaura Taat Cant! octad By TaatW,thansad By 710.00 154.000 VALLECITOS WATER DISTRIC EILEEN M. KOONCE P,wailabla PrannaraB) TineofTant Not ofTaal TinreofTeot 156.359 @ 587.82 5/5/2015 1000 Syotena Denrand Hydrant Norrrbara Locadon 337.82 © 87.053 0 APN 223-351-02 System Demand (including Hone djlowance) Hydrant Elevahon 587.82 @ 87.053 0 M.E.P.CAD, Inc. 411 AutoSPRINK®VR7 v7.1.8 05/20/2015 4:13:45PM Page 8 ~......'Jjj jHydraufic Graph I Job Number: LC-3611 Reoort DescnDtion: Ordinary Groun I BOR 200— iso— - S atic Pressure 162.000 160- c 154000 140- 120— CL (n (I) - U a- 80— 337.82 84.427 -------------- 587.82withhosesteams_________ 60 -j System demand curve - 40- 20— ..... o.IllIllIll Iltitilil lilt I II II II liii II I I I I I I 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydreuliu Graph BOR Studs: Pressure N/A Residual: Pressure N/A Available Pressure U Time of Test 153.733 @ C.00 System Denrend 337.82 @ 84.427 System Demand (lndudi-rg HoSe ddlowonce) N/A @ 84.427 ,©M.E.P.CAD, Inc. 411 AutoSPRINK®VR7v7.1.8 05/20/2015 4:13:45PM Page 9 ~jjq jCheck Point Gauge Data I Job Number: LC-3611 1,©M.E.P.CAD, Inc. AutoSPRINKVR7v7.1.8 05/20/2015 4:13:47PM Page 10 kIRiser Tag I Job Number: LC-3611 uroin Job PRESTIGE SCHOOL ACADEMY 7150 RANCHO SANTA FE ROAD Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): Ordinary Group II 316 14 5.6 0.5 0.200gpm/ft2 0.21 9gpm/ft2 1500.00ft2 (Actual 1540.00ft2) 337.82 84.427 Water Supply Information At Time Of Design Static Pressure(psi): 162.000 Residual Pressure(psi): 154.000 Supply Flow(gpm): 710.00 Total Demand Flow(gpm): 587.82 Total Demand Pressure(psi): 87.053 , © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.8 05/20/2015 4:13:48PM Page 11 I&©M.E.P.CAD, Inc. AutoSPRINK®VR7v7.1.8 05/20/2015 4:13:49PM Page 12 IJSGS Design Maps Summary Report User—Specified Input Report Title LC-3611 PRESTIGE PRESCHOOL Wed May 20, 2015 23:31:30 UfC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data va Ole in 2008) Site Coordinates 33.07901°N, 117.2382111W Site Soil Classification Site Class C - "Very Dense Soil and Soft Rock" Risk Category I/Il/Ill I 5000111 '... San Marcos + '- r-- Eric imtas t M ER I ( - Sainedic2O1S 'Up r @ MpQust USGS—Provided Output S= 1.036g SMS = 1.036g S0s = 0.691g = 0.401 g S = 0.561 g S0 = 0.374 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER, Response Spectrum 21 1 22 U coo I 0.00 0.20 040 0.0 0.0 2.00 1120 1.40 10 1,90 100 Period, T (sec) Design Response Spectrum IA I Oi 4 007 0.00 0.20 0.40 040 00 100 1.20 1.40 240 1.10 2.00 Period, T (sec) For PGAM, TL, C,$, and CR, values, please view the detailed reoort. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Tol-Brace Calculation Summary 7150 RANCHO SANTA FE ROI Job # LC-3611 C0000 PER B-Line TOLCO CARLSBAD, CA. Brace ID SB-i Orientation NFPA Type F Type Lateral Calculated Load 352 lbs (160 kg) Material 1 Sch.40 Material Capacity 1604 lbs (728 kg) Fastener Through-Bolt Fastener Capacity 600 lbs (272 kg) Attachment to Pipe Fig. 1000 Clamp(OSHPD) Attachment to Pipe Capacity 567 lbs (257 kg) Attachment to Structure Fig.980 Universal Swivel Attachment to Structure Capacity 2395 lbs (1086 kg) Tol-Brace Calculation Summary 7150 RANCHO SANTA FE ROd Job # LC-3611 C0000 PER B-Line TDLCO CARLSBAD, CA. Brace ID SB-2 Orientation NFPA Type F Type Longitudinal Calculated Load 273 lbs (124 kg) Material 1" Sch.40 Material Capacity 1604 lbs (728 kg) Fastener Through-Bolt Fastener Capacity 600 lbs (272 kg) Attachment to Pipe Fig.41 Clamp Attachment to Pipe Capacity 1745 lbs (792 kg) Attachment to Structure Fig.980 Universal Swivel Attachment to Structure Capacity 2395 lbs (1086 kg) Tol-Brace Seismic Calculations CAL-WEST FIRE PROTECTION Project Address: PRESTIGE PRESCHOOL 1113 N. GATES STREET 00 SANTA ANA, COOPER B-Line ®TOLCO CA. 92703 7150 RANCHO SANTA FE ROAD 11.1.1 1 855.958.9378 CARLSBAD, CA. 16870249 Job # LC-3611 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 40'0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length TO" 1L2 Fig. 1000 Clamp(OSHPD) 567 lbs (257 kg) Bracing Material Fi.980 Universal Swivel 2395 lbs (1086 kg) Angle from Vertical 600 M *Calculation Based on CONCENTRIC Loading Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Assembly Detail Least Rad. of Gyration UR Value 200 TOLCO FIG. 98 Max Horizontal Load 9jJ7Jg)UNIVERSAL SWAY BRACE ATTACHMENT 41 Force Factor(Cp) 056 STEEL PIPE / LATERAL BRACE ./ Fastener Information + Fastener Orientation Maximum Load 600 lbs (272 kg) TOLCO FIG. 1000 / Diameter 1/2in. FAST CLAMP Length 3-1/2in. Type Brace Identification on Plans SB-i Orientation of Brace Lateral Braced Pipe: 2.5" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.7 Steel Pipe (63.5 mm) 40ft (12.2 m) 119 lbs (54 kg) 1.25" Sch.7 Steel Pipe (31.75 mm) 125ft (38.1 m) 141 lbs (64 kg) 1" Sch.40 Steel Pipe (25.4 mm) 40ft (12.2 m) 46 lbs (21 kg) Percentage added for Fittings and Sprinklers 15% 46 lbs (20.87 kg) Total Adjusted Load of all pipe within Zone of Influence 352 lbs (160 kg) fTol-Brace Version 71 Tol-Brace Seismic Calculations PRESTIGE PRESCHOOL 7150 RANCHO SANTA FE ROAD Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # LC-3611 SB-i NFPA Type F 2.5 Sch.7 Steel Pipe 40' 0" (12.19 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° 1/2in. X 3-1/2in. Through-Bolt 3- 1/2 in 00 COOPER 8-Line I ®TDL.CD Summary of Pipe within Zone of Influence 25" Sch.7 Steel Pipe (63.5 mm) 40ft (12.2 m) 1.25" Sch.7 Stee Pipe (31.75 mm) 1 25f (38.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 140ft (12.2 m) G-Factor Used 0.56 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 352 lbs (160 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 600 lbs (272 kg) Fig. 1000 Clamp(OSI- 567 lbs (257 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member ATTACH TO GLU-LAM BEAM Calculations prepared by GONZALO PENA *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations CAL-WEST FIRE PROTECTION Project Address: P.ESTIGE pREsçHOOL 1113 N. GATES STREET 00 COOPER B-Line itTOLCO SANTA ANA, CA. 92703 7150 RANCHO SANTA FE ROAD 855.958.9378 CARLSBAD, CA. 16870249 Job # LC-3611 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80'0" (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0° (2 13 m) Fig.4L Clamp 1745 lbs (792 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 2395 lbs (1086 kg) Angle from Vertical 60° M *Calculation Based on CONCENTRIC Loading Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration (11 mm) Assembly Detail UR Value Max Horizontal Load ___ TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Od Force Factor (Cp) 0.56 STEEL PIPE LATERAL BRACE Fastener Information PIPE CLAMP 011 Fastener Orientation NFPA _ SWAY BRACING,.-- -, Maximum Load 600 lbs (272 kg) Diameter 1/21n. 4--------- Length 3-1/21n. Type Through-Bolt Brace identification on Plans SB-2 Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2.5" Sch.7 Steel Pipe (63.5 mm) 80ft (24.4 m) 237 lbs (108 kg) Percentage added for Fittings and Sprinklers 1 15% 36 lbs (16.33 kg) Total Adjusted Load of all pipe within Zone of Influence 273 lbs (124 kg) {Tol-Brace Version 7 Tol-Brace Seismic Calculations 00 COOPER B-Line TDLCO PRESTIGE PRESCHOOL 7150 RANCHO SANTA FE ROAD Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # LC-3611 SB-2 NEPA Type F 2.5 Sch.7 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 600 1/2in. X 3-1/2in. Through-Bolt 3-1/2in. Summary of Pipe within Zone of Influence 2.5" Sch.7 Steel Pipe (63.5 mm) 80ft (24.4 m) G-Factor Used 0.56 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 273 lbs (124 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 600 lbs (272 kg) Fig.4L Clamp 1745 lbs (792 kg) Fig.980 Universal Swivel 2395 lbs (1086 kg) Structural Member ATACH TO GLU-LAM BEAM! PURLIN Calculations prepared by GONZALO PENA *The description of the 5tructual Member is for informational purposes only. 101-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com r-i HANGER AND BRANCH LINE SWIVEL RESTRAINT QMW?M0F A 1YPCAL UPANCH UNE RESTRAINT -SEE NFPA03 2O1 SEC, 010) • 4 : TOLCO FIG 75 SWIVEL ATTACHMENT 32C) rabie3,64i MdxImmSacngft)ofSteel Fr-inc!- (ft) ç' rj co 5cp~M71 Cp0,71 1 43 .313 26 45 39 27 i A 49 41 29 2 53 45 31 TOLCO FIG. 2. SURGE RESTRAINER TOLCO FIG. 200 TRIMLINE" ADJUSTABLE BAND HANGER NFPA 13, 2010 Table 9.3.6.4b) Maximum Spacrg (fi of h CPVC and Co,_)r SraacLi - - ;r ts Pipe (in cp oi0 5 Cp s0.7 Cp >0,71 31 26 18 1 34 29 20 1Y 31 31 22 40 34 1 24 2 45 38 1 27 NEPA 13 2007 Table 9,36.11. 'Aaximur Spacrg Br3 ch Pipe, (in.) Cp L}S0 Cps071 Cp>071 1 45 38 27 I Y,49 40 29 134 51 43 30 2 55 1 46 1 33 NFPA 13, 2002,9.16A: Whee :.'ac or lateral movement olf the system. piping ;dc result in dmoge to the ;. r trc' impact against the building structure, equiptment, or fmish materials, branch lines shail be retrained at intervals not exceeJrig 30 -ft 9 rn). 1376 SNAPS-,N AVENUE COROkk C& 947S P; M') 7 COOPER B-Line (I)TOLCO' i' %) 13-U OPPOSING BRANCH LINE RESTRAINT IEXAMPLE OF, A VPCAL BRANCH UNE ES1RAN1 SCE NflA 913 2001 SEC 0,34) UPERA1irACrMEHT FASTENER AS MQUIRED MP) TOLO AG. 50(UL) / SI0EEMRAC(E1 (lYP) - TOLCO AG 58 (UL) THREADED SIDE BEAM BRACKET / CTYP TQLCO FIG, 99 ALL THREAD ROD / CUT TO LENGTH (rip) / TOLCO FIG, 25 (UL)/ (___ ____ ADJUSTA13LE SAND HANGER SURGE RESTAXNER (riP) HI NFPA IL 2016 Table 5.3.5.4( a• Maximcn 5pacW,9 i ft) of 5el Branch Line Pipe fn. Cp.0.SG .5 C:07I 0. 71 1 43 36 26 46 39 27 49 41 :29 2 53 45 31 NFPA 13, 2010 Table 5,3.6.4(16) MaMMUM spacin8 i ft of C?VC and Copper Branch Line Pipe n.)k:p0..50L5Cps0J1 Cp>O.71 31 26 1 34 28 20 1 X,37 31 22 1 M2 40 34 24 2 15 38 27 NFPA IL Z07 Table 3.3,6,4 Ma,,,Jmunt 5picing Branch Line Rtrat1t Pipe 4in} C 0.50; .5<Cp071 cp>0.71 1 40 38 27 ___ 48 40 28 13 51 49 30 2 55 45 33 NFPASS. 2115, 9,36.4: li r- u1,;r: r e/ o1u?' f ogofo erIr:r rrcu/' :m:io 'eb.1drg 't, or fnh oiateri/s. branch lines shall be reralnedat inervaI5 ric e eedr. 30 f 9 m). 137M1P&iN AVENUE 5) 737 mw COOPER B-Line ®TOLCO