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Home My WebLink AboutFIRE SPRINKLER SYSTEM SPECS - 07-00137 - 236 N 3rd E - AdditionState of Idaho DEPARTMENT OF INSURANCE 700 West State Street, 3rd Floor WILLTAM W. DEAL C.L. "BUTCH- OTTER Director Governor P.O. Box 83720 Boise Idaho 83720 0043 MARKA. T.A► SON Phone (208)334-4250 State Fire Marshal FAX # (208)334-4398 PLI'd,3 I EE'VIEW FOR FIRE SPRRM ER SYSTEMS ] i;OJECT: rrrV 'REST ADDRESS: 2 Zp ^1 aV- -n- [RE PROTECTION CONTRACTOR: C-s 5TA-rF r �� DDRESS: e-o • ac Z �o2a ZdP: S 34b'� ITY: `Z A ►4e -To-,t STATE: �++ tto JONENO: 208-°5eF- ,5 FAX NO: °203b —,5 2! r GNATURE ON PLAN: LAA J61 DATE ON PLAN: G :ATE PLAN RECEIVED: E► -/ 8-G DATE PLAN REVIEWED: :3M DEFICIENCY NOTED — t I NOTE': SYSTEM EXCEEDING 29 SPRINIaEAS IN SIZE SHALT- BE CONSTANTLY SUPERVISED AT A CENTRAL LOCATION - I.F.C. 903A NOTE: rr IS ACKNOWLEDGED TH" AN uNAPP'RovED BAcKrww PRE;vmvrER IS INSTALLED PER THE DEMAND OF THE LOCAL WATER PURVEYML DUE TO THE SIGH PRUPORTED FAILURE RATE, STATE FIRE MARSHAL'S OFFICE, AND ITS PER.SONNFZ. DOES NOT APPROVE OF OR TAKE ANY RE3PONSISIIITY FOR THE BACSFLOW DEVICE. EVIEWED BY: LIJ'H Enterprises PO Box 9 Fairfield, Idaho 83327 PLANS REVIEWER: XZ) Mel Fletcher Ph 208-764-2 37 Fax 208-764-2090 'C TO: Mark Larson Idaho Surveying & Rating Fite A.HJ. CZc"rt -5 u RCet APPROVED - If deficiencies noted above are corrected and subject to a field inspection. ® -Resubmit with items ted � corrected. ADDITIONAL - Information requested 0 Job Number: 1-692 Report DL-gnrintinn- P.aciHPntial Job KOSTIAL DAY CARE 236 N. 3rd E. REXBURG ID, 83440 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand A►t Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): Residential 38 2 4.9 0.437 0.050gpm/ft2 0.079gpm/ft2 400.00ft2 (Actual 484.49ft2) � J J i 34.163 Water Supply Information At Time Of Design Static Pressure(psi): 76.000 Residual Pressure(psi): 61.000 Supply Flow(gpm): 1139.00 Total Demand Flow(gpm): 38.44 Total Demand Pressure(psi): 35.360 f4y:.Mr. CAN. io vew-� 1 i�i I W M.1 Job Number: 1-692 Report Description: -6. Residential X Job Number 692 Design Engineer MARSALL GARDNER Job Neme: Phone FAX KOSTIAL DAY CARE Address i 236 N. 3rd E. Shire Cwfifte—fi-k—e Number Address 2 AHJ city Sim. Zip Code Job SAe REXBURG ID 83440 ... ... ..... Density . 050gpm/ft2 ft Are. dAppab- 400.00ft2 (Actual 484.49ft) Most Demanding Sprinkle, Data H... Sir— 4.9 K-Factor 18.98 at 15.000 0.00 Coverage Per SP6,M.r 256.00ft2 Number Of Sprinklers Calculated 2 S)at— P Demand 35.Z System' —Demand " -- 1'-0, 38.44 Total Demand P.--.,. Result 38.44 @ 35.360 +40.611 (53.5%) Lr I [VErasq: .. ..... �oz Node Flow ) Hose Flow(.qpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(qpm) 1 1139.00 76.000 61.000 BOR 34.163 6.58 38.44 100= go 80 Static Pressure 76.000 70 601 50-1 U) cn 40 38 44 @ 35.360 30 20 System demand curve 10— O fffO450 600 750 900 1050 1200 1350 1500 Water flow, gpm 441 "y. Job Number: 1-692 Keport L)escription: Residential ...... ws Job Number z: 1-692 Design Engineer MARSHALL GARDNER Job Near.: KOSTIAL DAY CARE Stale Certification/License Number Address 1 AHJ 236 N. 3rd E. Address 2 Job Sit. city REXBURG Stale4 ID Zip 83440 Drawing Name KOSTIAL calc . . . ....... . . .. .. . ..... .. . ... .. . ... .. 90 M. A 77777 Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 KFactor 18.98 at 15.000 Residential Hose AJlomnce At Source 0.00 De slty 6.050gpM/ft2 Area .rAppli..ti- 400LODft' (Actual 484.49ft2) Additional Hose Supplies Number 01'SprnkfarsCalculated Coverage Per Sprinkler Node Flow ) 2 256.00ft2 AutoPesl: Resuks: Pressure For Remote Areas) Adjacent To Most Remote lvea Total Has. Streams 0.00 System Flow Demand Total Water Required (including Has. Allowance) 38.44 38.44 Mtocmum Pressure Unbalance In Loops 0.000 mtedmum v"Iity Ab.- Ground 12.96 between nodes 28 and 66 Meadmum Velocity Under Ground Volume capacity of Dry pipes Volume capacity Owe Pipes 41.1 O.aa--[ 7: Hose Flow Static Residual @ Flow Available Total Demand Required Safety Margin Node (gpmsi si) (gpm) (psi) (gpm si) (psi) I 1 76.000 61.000 1139.00 — 75.972 1 IR AA I qt; qcz I - , ' fydraull AA AC�ses Job Number: 1-692 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length ISummary •••••Route I..... DR 1.1010 Q=18.98 6.40 C=150 0.061747 0'- Pf 0.216 138 70 8'-0 8'-6 q=18.98 K=4.9 15.000 14.999 Spr(-15.000) E 3'-0 31 3'- Pe -0.217 Pv BL 1.1010 Q=18.98 6.40 C=150 0.061747 16'-O Pf 0.988 70 66 8'-6 8'-6 14.999 15.987 16'-0 Pe Pv BL 1.1010 Q=38.44 12.96 C=150 0.227933 34'- Pf 9.174 66 28 8'-6 8'-6 15.987 25.162 PO(6'-0) 6'- 40'-3 Pe Pv BL 1.3940 Q=38.44 8.08 C=150 0.072236 10,-4 Pf 1.252 28 26 8'-6 8'-6 25.162 26.414 T(T-0 7'- 17'- Pe Pv BL 1.5980 Q=38.44 6.15 C=150 0.037144 16' IMI Pf 0.897 26 23 8'-6 2'-0 26.414 30.128 2E(4'-0) 8'-a 24'-1'/. Pe 2.818 Pv BL 1.6820 Q=38.44 5.55 C=120 0.043734 8'-0 Pf 0.566 23 22 2'-0 -6'-0 30.128 34.163 E(4'-11Y2), BOR 4-111 12'-11'/ Pe 3.468 Pv BL 1.6100 Q=38.44 6.06 C=120 0.054120 1'-8 Pf 0.090 22 38 -6'-0 -6'-0 34.163 34.253 BFP 1'-8 Pe Pv BL 1.7340 Q=38.44 5.22 C=120 0.037707 1'-8 Pf 0.063 38 20 -6'-0 -6'-0 34.253 34.316 V-8 Pe Pv BL 2.0090 Q=38.44 3.89 C=150 0.012184 3'-13/ Pf 0.081 20 19 BL -6'-0 -6-0 2.0670 Q=38.44 3.68 34.316 34.397 C=120 E(T-6) 0.016028 3'-6 6'-79/l 60'-1 Y21 Pe Pv Pf 0.964 19 1 -6'-0 -6'-0 34.397 35.360 S 60'-1'/ Pe Pv -,--*Route2^.=•• DR 1.1010 Q=19.47 6.56 C=150 0.064724 0'-E Pf 0.421 136 66 8'-0 8'-6 q=19.47 K=4.9 15.783 15.987 Spr(-15,783) T -0) 6' 6'-aII 6'-6! Pe -0.217 Pv gt3ivaWr PaO:.sVatrras An E�fCnga{�W924ar�iy�< Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter ) = Factor C�a1F�Mult�pbal Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 I.: Job Number: 1-692 :ription: Residential u�an�cic� r"Uw vCw(:It rlvvG r-rictlon Loss - Length Pressure EDownstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary stream Total Length AO Arm -Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot MS M Feed Riser Miscellaneous Friction Loss psi/Foot OR Outrigger HWC Hazen -Williams Constant RN Riser Nipple Pt Total pressure at a point in a pipe SP Sprig Pn Normal pressure at a point in a pipe ST Stand Pipe Pf Pressure loss due to friction between points UG Underground Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/.' Elbow Eel 22'/2 Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve 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 PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing 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 CaD 6Hydrat CrpE Job Number: 1-692 Vll vca�u urn. Remuenuai Supply at !Node 1 100 90 80 Static Pressure 76.000 70 60 1139.00 @ 61.000 N n 50 cn a 40 8.44 35.360 30 S istem demand Gurve 20- 0—MILLLUILLIMMIJ LH I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 111 L I I I I I I f I I I I II I I I 1150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 76.000 Residual: Pressure 1139.00 @ 61.000 avail We Pressure @ Time of Test 75.972 @ 38.44 System Demand 38.44 @ 35.360 System Demand (Including Hose Allowance) 36.44 @ 35.360 i LE�6RF3 V i k�E Report Description: ti nu Residential BOR 100 90 10 Static Pressure 76.000 70 55.68 63.567 60 1139.001@ 61.000 CI a S0 to fn a� 40 S stem demand curve 30 20 10 O nI 150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure @ Time of Test 73.567 @ 0.00 System Demand 55.68 @ 63.567 System Demand (Including Hose Allox -) N/A @ 63.567