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HomeMy WebLinkAboutFIRE SPRINKLER SYSTEM REVIEW - 06-00321 - LDS Stonebridge Church - Site PlanState of Idaho DEPARTMENT OF INSURANCE C.L. "BUTCH" OTTER 700 West State Street, 3rd Floor WILLIAM W. DEAL Governor P.O. Box 83720 Director Boise, Idaho 83720-0043 Phone (208)334-4250 MARK A. LARSON FAX # (208)334-4398 State Fire Marshal PLAN REVIEW FOR FIRE SPRINKLER SYSTEMS PROJECT: \�� -1-k�t_1.o 2 UP STREET ADDRESS: L+t- 5 6 s r- -1c)n t lom-r" CITY R�y-�,U R c-: FIRE PROTECTION CONTRACTOR: cHAPi4tiRAL "F+RC PRozEZ.-ndN ADDRESS: 1 V.,\ • w CITY: oTtS L-I- (-A,. KE:, STATE: ZIP: PHONE NO: 2R5<7 I — 2 S — L I FAX NO: gp I SIGNATURE ON PLAN CI-AK DATE ON PLAN: 1 1, 7 7d DATE PLAN RECEIVED: 3-74 DATE PLAN REVIEWED: ITEM No. DEFICIENCY NOTED -- P en R-4 r; ., U r, ffI N - a tti — i N C I- e /-J R.-"Yy-J,0T €- r2e-A # t S ! - tr, •d$ yucoz i /P4- S S 3• P A z _- 1� FAt-7tzm- aR t'Zo TU NOTE: MS EXCEEDING 20 SPRINKLERS IN SIZE SHALL BE CONSTANTLY SUPERVISED AT A RAL LOCATION — I.F.C. 903.4 NOTE: ACKNOWLEDGED THAT AN UNAPPROVED BACKFLOW PREVENTER IS INSTALLED PER ETHEEMAND OF THE LOCAL WATER PURVEYER. DUE TO THE HIGH PRUPORTED FAILURE STATE FIRE MARSHAL'S OFFICE, AND ITS PERSONNEL, DOES NOT APPROVE OF OR TAKE ANY RESPONSIBILITY FOR THE BACKFLOW DEVICE. REVIEWED BY: LIJH Enterprises PO Box 9 Fairfield, Idaho 83327 PLANS REVIEWER: Mel Fletcher —ffif��/, Ph 208-764-2337 Fax 208-764-2090 CC TO: Mark Larson Idaho Surveying & Rating File A.H.J. -%;k ��� 62 C-t Imo' fl i n �nnc PROVED — If deficiencies noted above are corrected and subject to a field inspection. ❑ DMAITROYED — Resubmit with items noted * corrected. ❑ ADDITIONAL- Information requested 1 V-GVVJ Equal Opportunity Employer -------------------------------------------------------------------------------- S U M M A R Y O F' H Y D R A U L = C C A L C U L A T T O N S E' 0 R M=LoLl-IOL,LOW 21-41D WARD REXBURG ID -------------------------------------------------------------------------------- Submitted. By CHAPARRAL FIRE PROTECTION INC. 71 NORTH HIGHWAY 89 NO. SALT LAKE UT 84054 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand ------------------------------------------------------------ Density 0.100 89.00 psi @ 0.00 gpm 46.07 psi Design Area: 0.00 84.00 psi @ 1500.00 gpm @ 175.9 gpm + 100.0 gpm Hose Tata1 D�m�nd 275 _ 9 gpm. @ 46 _ 07 psi S y s t am s a f e t y f a c t o r: 4 2_ 7 0 p s i Notes: p� List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee , and one Check Va Code:Description Code:Description Code:Description Code:Description A Alarm Va H : Backflow O V : B Butt'flyVa I : P W : C Check Va J : Q X : D DryPipeVa K : R y : E Std. Elbow L : LongTurnEl S Z : F Deluge Va_ M : Meter T Std. Tee G Gate Va N : U Calcs By: JIM CLARK Checked: 11/11/06 Page: 1 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 �Iydraulic D�Si�r� =r�fc�rmal�i®aZ Shut Name:MILLHOLLOW 2ND WARD Date:11/11/06 System No.:AREA 1 Location: REXBURG ID Contractor:CHAPARRAL FIRE PROTECTION INC. Telephone: 295-1189 71 NORTH HIGHWAY 89 NO. SALT LAKE UT 84054 Calculated By:JIM CLARK Contract No.:U-1234 Construction: WOOD/TRUSS Drawing No.:FP20F2 Occupancy: LIGHT HAZARD Ceiling Height:VARIES System Deli(4r1 Code:NFPA #13 2002 Review Agency:IDAHO STATE FIRE MAR Area of Sprinkler Operation: System Type:DRY1 Density (gpm/sq.ft.):.10 ---------------------------------------- Area Per Sprinkler:360 Sprinkler or Nozzle Hose Allowance gpm Inside: Make:TYCO Model:ATTIC Hose Allowance gpm Outside:100 Size:1/2" K-factor:5.6 Rack Sprinkler Allowance: Temperature Rating:212 C a l c -Li 1 a t i o r-i S u rram� =y ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Requires 275.9 gpm at 46.07 psi at CONNECTION TO STREET Interior C-factor:120 Underground C-factor:140 ------------------------------------------------------------------------------- Water Supply Test Information I Pump Data I Tank Data Test by:FLOW TEST Date: Time: Location:NEAR BUILDING Elevation:0 Static Pressure:89 Residual Pressure:84 Flow:1500 Storages Details Type: Elevation: Rated Psi: Rated Gpm:Q Well Proof Flow: Commodity: Class: Location: Storage Area: Storage Height: Clearance to Ceiling: Single, Double, or Multi Row: Aisle Width: Pallet Type: Encapsulated?: Storage Method: %Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: Elevation: Size: .Palletized: .Rack: Transverse Flue Spacing: SummaLry o� Sprira}:lsr arxci Hoso Flows Job No:U-1234 MILLHOLLOW 2ND WARD Design density: .10 Supplied flow and pressure is based on 46.07 psi available at supply ( 88.78 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. ---- ---- A01 ------ ----- ------ ----- 20.40 ------ ------ 20.40 ------- ------- 5.60 ------ ------ 25.3 ------- ------- 25.0 ------- ------- 1.201 --- --- A01 A02 20.17 20.17 5.60 25.1 25.0 0.401 A02 A03 20.08 20.08 5.60 25.1 25.0 0.401 A03 A04 20.07 20.07 5.60 25.1 25.0 0.4% A04 A05 20.08 20.08 5.60 25.1 25.0 0.401 A05 A06 20.18 20.18 5.60 25.1 25.0 0.4% A06 A07 20.42 20.42 5.60 25.3 25.0 1.2% A07 Calcs By: JIM CLARK Checked: 11/11/06 Page: 2 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 F'1 ow a.11C1 3P?r� s E;urEE2! S-Lz.mrY1ary Job No:U-1234 MILLHOLLOW 2ND WARD Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 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. Length Fitting Length Total Pf/ft Diam C Flow fps 26.00 A01 >> 62.1 >> 20.40 -0.23 0.00 20.17 A02 26,00 6.00 6.00 0.039 2,067 120 62,1 5.9 26.00 A01 << 87.3 << 20.40 3.73 0.00 24.13 B01 26.00 46.00 E 5.00 51.00 0.073 2.067 120 87.3 9.3 26.00 A02 >> 37.0 >> 20.17 -0.09 0.00 20.08 A03 26.00 6.00 6.00 0.015 2.067 120 37.0 3.5 26.00 A03 » 11.9 >> 20.08 -0.01 0,00 20.07 A04 26.00 6.00 6.00 0.002 2,067 120 11.9 1.1 26.00 A04 << 13.1 << 20.07 0.01 0.00 20.08 A05 26.00 6.00 6.00 0.002 2.067 120 13.1 1.3 26.00 A05 << 38,2 << 20.08 0,10 0.00 20.18 A06 26.00 6.00 6.00 0.016 2.067 120 38.2 3.6 26.00 A06 << 63.3 << 20.18 0.24 0,00 20.42 A07 26,00 6.00 6.00 0.040 2.067 120 63,3 6.0 26.00 A07 << 88.6 << 20.42 8.18 0.00 28.60 B02 26,00 104.00 E 5.00 109.00 0.075 2.067 120 88.6 8.4 26.00 BO1 << 87.3 << 24.13 1.17 2.60 27.91 C01 20.00 6.00 'T 10.00 16,00 0,073 2,067 120 B7.3 8.3 26.00 B02 << 88,6 << 28.60 1.80 6.94 37.35 D02 10.00 14,00 T 10.00 24.00 0,075 2.067 120 88.6 8.4 20.00 C01 << 43.2 << 27.91 0.70 1.74 30,34 CO2 16,00 20.00 3E 15,00 35.00 0,020 2.067 120 43.2 4.1 20.00 C01 << 44,1 << 27.91 0.72 1.74 30.36 CO3 16.00 20.00 3E 15.00 35,00 0.021 2.067 120 44.1 4.2 16.00 CO2 « 43.2 << 30.34 0.64 0.00 30.98 F06 16.00 32.00 32,00 0.020 2.067 120 43.2 4.1 16.00 CO3 << 44.1 << 30.36 0.97 0.00 31.32 F01 16,00 47.00 47,00 0.021 2.067 120 44.1 4.2 16.00 C04 « 43.2 << 34.69 0.18 2.60 37.47 D03 10.00 10.00 T 12.00 22.00 0.008 2.469 120 43.2 2.9 16.00 C04 >> 43.2 >> 34.69 -0.45 0.00 34.23 E01 16,00 54.00 54.00 0.008 2.469 120 43.2 2.9 16.00 C05 << 44.1 << 34.54 0.19 2.60 37.34 DOI 10.00 10.00 T 12.00 22.00 0,009 2.469 120 44.1 2.9 16.00 C05 >> 44.1 >> 34.54 -0.47 0.00 34.07 E02 16,00 54.00 54.00 0.009 2.469 120 44.1 2.9 10,00 D01 << 44.1 << 37.34 0.01 0.00 37.35 D02 10.00 15.00 15,00 0.001 4,026 120 44,1 1.1 10.00 D02 << 132.7 << 37.35 0.12 0,00 37.47 D03 10,00 20.00 20.00 0.006 4.026 120 132.7 3.3 10.00 D03 << 175.9 << 37.47 0.30 0.00 37.78 D04 10.00 19.00 E 10.00 29,00 0.010 4,026 120 175.9 4.4 10.00 D04 << 175.9 << 37,78 1.28 0.00 39,05 D05 10.00 93.00 3E 30.00 123.00 0,010 4,026 120 175.9 4.4 10.00 D05 << 175.9 << 39.05 0.48 3.04 42.58 H03 3.00 4.50 DB 42.00 46.50 0.010 4.026 120 175.9 4.4 16.00 E01 >> 43.2 >> 34.23 -1.02 0,00 33.22 F11 16.00 46.00 E 5.00 51.00 0.020 2.067 120 43.2 4.1 16.00 E02 >> 44.1 >> 34.07 -1.05 0,00 33.02 F05 16.00 46.00 E 5.00 51.00 0.021 2,067 120 44,1 4.2 16,00 FO1 << 44.1 << 31,32 0.50 0,00 31,82 F02 16.00 14.00 T 10.00 24,00 0.021 2,067 120 44.1 4.2 16.00 F02 << 44.1 << 31.82 0.37 0.00 32.19 F03 16.00 8.00 T 10.00 18.00 0.021 2,067 120 44.1 4.2 16.00 F03 << 44.1 << 32.19 0.41 0.00 32.61 F04 16,00 10.00 T 10.00 20,00 0.021 2,067 120 44.1 4.2 16.00 F04 << 44.1 « 32.61 0.41 0.00 33.02 F05 16.00 10.00 T 10.00 20.00 0.021 2,067 120 44.1 4.2 16.00 F06 << 43,2 << 30,98 0.48 0.00 31.46 F07 16.00 14.00 T 10.00 24.00 0.020 2.067 120 43.2 4.1 16.00 F07 << 43.2 << 31.46 0.48 0.00 31.94 F08 16,00 14.00 T 10.00 24.00 0.020 2,067 120 43,2 4.1 16.00 F08 << 43,2 << 31.94 0.48 0.00 32.41 F09 16.00 14.00 T 10.00 24,00 0.020 2,067 120 43.2 4,1 16.00 F09 << 43.2 << 32,41 0.44 0.00 32.85 F10 16,00 12.00 T 10.00 22,00 0,020 2.067 120 43,2 4.1 16,00 F10 << 43,2 << 32.85 0.37 0.00 33.22 F11 16.00 8.33 T 10.00 18.33 0,020 2.067 120 43.2 4.1 3.00 H03 << 175.9 << 42.58 1.99 1.08 45.65 H04 0.50 4.00 H 187.00 191.00 0,010 4.026 120 175.9 4.4 0.50 H04 << 175.9 << 45.65 0.21 0.22 46.07 UOI 0.00 125.00 2EGT 81.13 206.13 0.001 6,140 140 175,9 1.9 Calcs By: JIM CLARK Checked: 11/11/06 Page: 3 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 102.0_ 96,0 90 .0 84.0 78.0 72.0 66.0 60.0 54.0 48.0 42.0 36.0 30.0 24.0 18.0 12.0 6.0 0.0 i i i i I i i 0 1600 2400 3200 4000 4800 5600 6400 Pressure vs. Flow 89.00 0.00 84.00 1500.00 0 7111.98 M T LL3-30L=u©W 2 ND WARD REXBU"RG ID �oNuxnk> e r : -CJ — 12 3-1- 1 1/ 1 1/ 0 G 7200 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- S U M M A R Y O F I-1 Y' ID 1: Z A U I = C C A L C TJ L A T = O N S 1' O R M T LLelF-IOLLOW 2 N17 WARD REXBURG ID -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- S ubmi t t e d By CHAPARRAL FIRE PROTECTION INC. 71 NORTH HIGHWAY 89 NO. SALT LAKE UT 84054 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand ----------------------------------------------- Density 0.100 89.00 psi @. 0.00 gpm ------------- 56.27 psi Design Area: 2535.00 84.00 psi @ 1500.00 gpm @ 379.6 gpm + 100.0 gpm Hose To t Demand _ 4 7 9_ 6 gpm G� 5 6 _ 2 7 System safety factor : 32 _ Z2 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H Backflow 0 : V B : Butt'flyVa I P : W C : Check Va J Q : X D . DryPipeVa K R . y E : Std. Elbow L : LongTurnEl S : Z F : Deluge Va_ M : Meter T : Std. Tee G . Gate Va N . U . Calcs By: JIM CLARK Checked: 11/11/06 Page: 1 Ser:*310006* Hypercalc Program by Crowley Design. Group, (215)-337-7060 Hydraulic DasiSTra Tra:Eajtnatz:�ion Sla(E�tet Name:MILLHOLLOW 2ND WARD Date:11/11/06 System No.:AREA 2 Location: REXBURG ID Contractor:CHAPARRAL FIRE PROTECTION INC. Telephone: 295-1189 71 NORTH HIGHWAY 89 NO. SALT LAKE UT 84054 Calculated By:JIM CLARK Contract No.:U-1234 Construction: WOOD/TRUSS Drawing No.:FP2OF2 Occupancy: LIGHT HAZARD Ceiling Height:VARIES Sys -tam DE�sigra Code:NFPA #13 2002 Review Agency:IDAHO STATE FIRE MAR Area of Sprinkler Operation:2535 System Type:DRY Density (gpm/sq.ft.):.10 ---------------------------------------- Area Per Sprinkler:148 SQ FT Sprinkler or Nozzle Hose Allowance gpm Inside: Make:VICTUALIC Model:CONCEALED Hose Allowance gpm Outside:100 Size:1/211 K-factor:5.6 Rack Sprinkler Allowance: Temperature Rating:212 C a l c u 3- cDo xa S umma r y ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Requires 479.6 gpm at 56.27 psi at CONNECTION TO STREET Interior C-factor:120 Underground C-factor:140 ------------------------------------------------------------------------------- Water Supply Test Information Pump Data Tank Data Test by:REXBURGE WATER Date: Type: Elevation: Time: Elevation: Size: Location:NEAR BUILDING Rated Psi: Elevation:0 Rated Gpm: Static Pressure:89 Residual Pressure:84 F1ow:1500 Well Proof Flow: Stor•age--- DEE�-t-ails Commodity: Class: Location: Storage Area: Storage Height: Clearance to Ceiling: Single, Double, or Multi Row: Aisle Width: Pallet Type: Encapsulated?: Storage Method: oSolid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: .Palletized: oRac}c: Transverse Flue Spacing: Summary of Spri.nkl�r and use EPILC) -s Job No:U-1234 MILLHOLLOW 2ND WARD Design density: 10 Supplied flow and pressure is based on 56.27 psi available at supply ( 88.39 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. ---- ---- Sol ------ ----- ------ ----- 8.16 8.16 ------ ------ 8.16 ------- ------- 5.60 ------ ------ 16.0 ------- ------- 14.8 ------- ------- 8.10-. --- S0l S02 10.37 10.37 5.60 18.0 14.8 21.6% S02 S03 8.16 8.16 5.60 16.0 14.8 8.1% S03 SO4 10.37 10.37 5.60 18.0 14.8 21.6% SO4 S05 8.36 8.36 5.60 16.2 14.8 9.50-o S05 S06 10.59 10.59 5.60 18.2 14.8 23.0% S06 S07 9.13 9.13 5.60 16.9 14.8 14.2% S07 S08 11.43 11.43 5.60 18.9 14.8 27.7% S08 S09 10.77 10.77 5.60 18.4 14.8 24.301 S09 S10 13.24 13.24 5.60 20.4 14.8 37.8% S10 S11 7.13 7.13 5.60 14.9 14.8 0.7% Sll S12 9.22 9.22 5.60 17.0 14.8 14.9% S12 S13 6.99 6.99 5.60 14.8 14.8 0.0% S13 S14 9.07 9.07 5.60 16.9 14.8 14.2% S14 S15 7.00 7.00 5.60 14.8 14.8 0.0% S15 S16 9.08 9.08 5.60 16.9 14.8 14.201 S16 S17 7.17 7.17 5.60 15.0 14.8 1.40-. S17 S18 9.27 9.27 5.60 17.0 14.8 14.90 S18 S19 9.48 9.48 5.60 17.2 14.8 16.2% S19 S20 11.82 11.82 5.60 19.3 14.8 30.4% S20 S21 11.00 11.00 5.60 18.6 14.8 25.7% S21 S22 13.49 13.49 5.60 20.6 14.8 39.2% S22 Calcs By: JIM CLARK Checked: 11/11/06 Page: 2 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 Job No:U-1234 MILLHOLLOW 2ND WARD Elev. REF. Flow Pt Pf Pe Pt REF, Elev, F R I C TION L 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, Length Fitting Length Total Pf/ft Diam C Flow fps 26.00 A01 << 89.2 « 14.13 0.46 0.00 14.59 A02 26.00 6.00 6.00 0.076 2.067 120 89.2 8.5 26.00 A01 >> 89.2 >> 14.13 -3.88 0.00 10.25 BO1 26.00 46,00 E 5.00 51,00 0.076 2,067 120 89.2 8.5 26.00 A02 << 89.2 << 14.59 0.46 0.00 15.05 A03 26.00 6.00 6.00 0.076 2.067 120 89.2 8,5 26.00 A03 << 89.2 << 15.05 0.46 0.00 15,50 A04 26.00 6.00 6.00 0.076 2.067 120 89.2 8.5 26.00 A04 << 89.2 << 15.50 0.46 0.00 15.96 A05 26.00 6.00 6.00 0,076 2,067 120 89.2 8.5 26.00 A05 << 89.2 << 15.96 0.46 0.00 16.42 A06 26.00 6.00 6.00 0.076 2,067 120 89.2 8.5 26.00 A06 << 89.2 << 16.42 0,46 0.00 16.87 A07 26.00 6,00 6.00 0,076 2,067 120 89.2 8.5 26.00 A07 << 89.2 << 16.87 8.30 0.00 25.17 B02 26.00 104.00 E 5.00 109.00 0.076 2.067 120 89.2 8.5 26.00 B01 >> 89.2 >> 10.25 -1.22 2.60 11.62 COI 20.00 6,00 T 10.00 16.00 0.076 2,067 120 89.2 8.5 26.00 B02 << 89.2 << 25.17 1.83 6.94 33.94 D02 10.00 14.00 T 10.00 24,00 0.076 2.067 120 89.2 8.5 20.00 COI >> 57.2 >> 11.62 -1.17 1.74 12.19 CO2 16.00 20.00 3E 15.00 35.00 0.033 2.067 120 57.2 5.5 20.00 C01 >> 32.0 >> 11.62 -0.40 1.74 12.96 CO3 16.00 20,00 3E 15.00 35.00 0.011 2,067 120 32.0 3.1 16.00 CO2 >> 57.2 >> 12.19 -1.07 0.00 11,12 F06 16.00 32.00 32.00 0.033 2,067 120 57.2 5,5 16.00 CO3 >> 32,0 >> 12.96 -0.54 0.00 12.44 F01 16.00 47.00 47.00 0.011 2.067 120 32.0 3.1 16.00 C04 << 145.6 << 29.95 1.74 2,60 34.29 D03 10.00 10.00 T 12.00 22.00 0.079 2.469 120 145.6 9.7 16,00 C04 >> 145.6 >> 29.95 -4,28 0.00 25.67 E01 16.00 54.00 54.00 0.079 2.469 120 145.6 9,7 16.00 C05 << 144,8 << 29.50 1.73 2,60 33,83 D01 10,00 10,00 T 12.00 22,00 0.078 2.469 120 144,8 9,7 16.00 C05 >> 144.8 >> 29.50 -4,23 0.00 25.27 E02 16.00 54.00 54.00 0,078 2.469 120 144.8 9.7 10.00 D01 << 144.8 << 33.83 0.11 0.00 33.94 D02 10.00 15.00 15.00 0.007 4.026 120 144.8 3,6 10.00 D02 << 234.0 << 33.94 0.35 0.00 34.29 D03 10.00 20.00 20.00 0.018 4.026 120 234,0 5.9 10.00 D03 << 379.6 << 34.29 1.25 0.00 35.55 D04 10.00 19.00 E 10.00 29.00 0.043 4.026 120 379.6 9.5 10.00 D04 « 379.6 << 35.55 5.30 0,00 40.85 D05 10.00 93.00 3E 30.00 123.00 0.043 4.026 120 379.6 9.5 10.00 D05 << 379.6 << 40.85 1.98 3.04 45.87 H03 3.00 4.00 DB 42.00 46.00 0,043 4.026 120 379,6 9.5 16.00 E01 >> 145.6 >> 25.67 -9.61 0.00 16.06 F11 16.00 46.00 E 5.00 51.00 0.188 2.067 120 145.6 13.9 16.00 B02 >> 144.8 >> 25.27 -9.50 0.00 15.77 F05 16.00 46.00 E 5.00 51.00 0.186 2.067 120 144.8 13,8 16.00 FOl << 1.9 << 12.44 0.00 0.00 12.44 F02 16.00 14,00 T 10.00 24.00 0.000 2.067 120 1.9 0.2 16.00 F01 >> 34.0 >> 12.44 -1.64 -0.43 10,37 S02 17.00 6.00 2ET 12.00 1B.00 0.091 1.380 120 34.0 7.3 16.00 F02 << 35.9 << 12.44 0.25 0.00 12.70 F03 16,00 8.00 T 10.00 18.00 0.014 2.067 120 35.9 3.4 16.00 F02 >> 34.0 >> 12.44 -1.64 -0.43 10.37 SO4 17.00 6.00 2ET 12.00 18.00 0.091 1.380 120 34.0 7.3 16.00 F03 << 70.2 << 12.70 0.98 0,00 13.67 F04 16.00 10.00 T 10.00 20.00 0,049 2,067 120 70.2 6.7 16.00 F03 >> 34.3 >> 12.70 -1,68 -0.43 10.59 S06 17.00 6.00 2ET 12.00 18.00 0,093 1,380 120 34.3 7.3 16.00 F04 << 106.0 << 13.67 2.09 0,00 15.77 F05 16.00 10.00 T 10.00 20.00 0.105 2,067 120 106,0 10A 16.00 F04 >> 35.8 >> 13.67 -1.81 -0.43 11,43 S08 17.00 6.00 2ET 12.00 18.00 0,101 1,380 120 35.8 7.7 16.00 F05 >> 38.7 >> 15.77 -2.09 -0.43 13.24 S10 17.00 6.00 2ET 12.00 18.00 0.116 1.380 120 38.7 8.3 16.00 F06 >> 25.3 >> 11.12 -0.18 0.00 10.94 F07 16.00 14.00 T 10.00 24.00 0.007 2,067 120 25.3 2.4 16.00 P06 >> 31.9 >> 11.12 -1.46 -0.43 9.22 S12 17,00 6.00 2ET 12.00 18.00 0,081 1.380 120 31.9 6.8 16.00 F07 << 6.3 << 10.94 0.01 0,00 10,96 FOB 16,00 14,00 T 10.00 24.00 0.001 2.067 120 6.3 0.6 16.00 F07 >> 31.6 » 10.94 -1.44 -0.43 9.07 S14 17.00 6.00 2ET 12.00 18.00 0.080 1.380 120 31.6 6.8 16.00 F08 << 38.0 << 10.96 0.22 0.00 11.18 F09 16.00 14.00 14.00 0,016 2.067 120 38.0 3.6 16.00 F08 >> 31.6 » 10.96 -1.44 -0.43 9,08 S16 17.00 6.00 2ET 12,00 18,00 0.080 1,380 120 31.6 6,8 16.00 F09 << 70.0 << 11.18 2.95 0.00 14.13 F10 16.00 10.00 T 8.00 18.00 0.164 1.610 120 70.0 11.0 16.00 F09 >> 32.0 >> 11.18 -1.47 -0.43 9.27 S18 17.00 6.00 2ET 12.00 18.00 0.082 1.380 120 32.0 6.8 16.00 F10 << 106.5 << 14.13 1,93 0.00 16.06 F11 16.00 8.33 T 10.00 18.33 0.106 2.067 120 106.5 10.2 16.00 F10 >> 36.5 >> 14.13 -1.87 -0.43 11.82 S20 17.00 6.00 2ET 12.00 18.00 0.104 1.380 120 36.5 7.8 16.00 F11 >> 39.2 >> 16.06 -2.13 -0.43 13.49 S22 17.00 6.00 2ET 12.00 18.00 0,119 1,380 120 39,2 8.4 3.00 H03 << 379.6 << 45.87 8,24 1,08 55.19 H04 0,50 4,00 H 187,00 191.00 0.043 4.026 120 379.6 9,5 0.50 H04 << 379.6 << 55.19 0.86 0.22 56,27 U01 0.00 125.00 2EGT 81,13 206.13 0.004 6.140 140 379.6 4.1 20.00 SO1 << 16.0 << 8.16 0.90 1.30 10.37 S02 17.00 10.50 10.50 0.086 1,049 120 16.0 5.9 Calcs By: JIM CLARK Checked: 11/11/06 Page: 3 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 1P1 ow ar1.c3 3?r'e Sure Summary Job No:U-1234 MILLHOLLOW 2ND WARD Elev. REF. Flow Pt Pf Pe Pt REF. Elev. ft. POINT gpm psi psi psi psi POINT ft, 20.00 S03 << 16.0 << 8.16 0.90 1.30 10.37 SO4 17,00 20.00 S05 << 16,2 << 8.36 0.92 1.30 10.59 S06 17.00 20.00 S07 << 16.9 << 9,13 1.00 1.30 11.43 S08 17.00 20.00 S09 << 18,4 << 10.77 1.17 1.30 13.24 810 17.00 20.00 S11 << 14.9 << 7.13 0.80 1,30 9.22 S12 17.00 20.00 S13 << 14.8 << 6,99 0.78 1.30 9.07 S14 17.00 20.00 S15 << 14.8 << 7,00 0.78 1.30 9.08 S16 17.00 20.00 S17 << 15.0 << 7.17 0.80 1.30 9.27 S18 17.00 20.00 S19 « 17.2 << 9.48 1,04 1.30 11.82 S20 17,00 20.00 S21 << 18.6 << 11,00 1.19 1.30 13.49 S22 17.00 FRICTION LOSS CALCULATIONS Velocity Length Fitting Length Total Pf/ft Diam C Flow fps 10,50 10.50 0.086 1,049 120 16.0 5.9 10,50 10.50 0.088 1.049 120 16.2 6.0 10.50 10.50 0.095 1.049 120 16.9 6.3 10.50 10.50 0.111 1.049 120 18.4 6.8 10.50 10.50 0.076 1.049 120 14.9 5.5 10.50 10.50 0.074 1.049 120 14,8 5.5 10.50 10.50 0.074 1.049 120 14.8 5.5 10.50 10.50 0.076 1.049 120 15.0 5.5 10.50 10,50 0,099 1.049 120 17.2 6.4 10.50 10.50 0.113 1.049 120 18.6 6.9 Calcs By: JIM CLARK Checked: 11/11/06 Page: 4 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 102,0_ 1 96 .0 1 90.0 84.0 78.0 72,0 66.0 60.0 54.0 48.0 42.0 36.0 30.0 24.0 18.0 12.0 6.0 0.0 I I 0 1600 2400 I I I 1 1 3200 4000 4800 5600 6400 Pressure vs. Flow 89.00 0.00 84.00 1500.00 0 7111.98 M=LLI30LLOW 21*-TID WARD RE��URG =D Sob 1,Turrmb r U - 12 3 4 1Z/ZZ/06 -------------------------------------------------------------------------------- S U N! M A R Y A� I -I Y D R A U L = C C A � C U L A `r = O I\T S F O R M = L T-,HO L LOW 2 ND WARD REXBURG ID -------------------------------------------------------------------------------- Stzbmi..t�.ed By CHAPARRAL FIRE PROTECTION INC, 71 NORTH HIGHWAY 89 N0, SALT LAKE UT 84054 -------------------------------------------------------------------------------- Design Specifications Water Supply Information System Demand ------------------------------------------------------------ Density 0.150 89.00 psi @ 0.00 gpm 57.12 psi Design Area: 1170.00 84.00 psi @ 1500.00 gpm @ 206.1 gpm + 250.0 gpm Hose T®t a 1 DE�rrm.aricl = 4 5 E3_ 3. gpm (�K? 5 7 _ 1 2 p s i Sys-COS�m safely fa.cI::-or: 31 _ 32 psi Notes: List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : Backflow 0 V B : Butt'flyVa I : P W C : Check Va J Q X D . DryPipeVa K R Y E : Std. Elbow L LongTurnEl S Z F : Deluge Va_ M Meter T Std. Tee G : Gate Va N U Calcs By: JIM CLARK Checked: 11/11/06 Page: 1 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 Hyclra-Li l.ic DEE!�si�:-jrn =raf®z-matiorn. Sheet Name:MILLHOLLOW 2ND WARD Date:11/11/06 System No.:AREA 3 Location: REXBURG ID Contractor:CHAPARRAL FIRE PROTECTION INC. Telephone: 295-1189 71 NORTH HIGHWAY 89 NO. SALT LAKE UT 84054 Calculated By:JIM CLARK Contract No.:U-1234 Construction: WOOD/TRUSS Drawing NO.:FP10F2 Occupancy: ORD HAZ GRP 1 Ceiling Height:VARIES Systcm D�Sic3ri Code:NFPA ##13 2002 Review Agency:IDAHO STATE FIRE MAR Area of Sprinkler Operation:1170 System Type:WET Density (gpm/sq.ft.):.15 ---------------------------------------- Area Per Sprinkler:120 SQ FT. Sprinkler or Nozzle Hose Allowance gpm Inside:N/A Make:VIKING Model:SSU-M Hose Allowance gpm Outside:250 Size:1/2" K-factor:5.6 Rack Sprinkler Allowance:N/A Temperature Rating:212 C a 1 c u 1 a t i o n. S umma ry -------------------- Requires 456.1 gpm at 57.12 psi at POINT OF CONN. Interior C-factor:120 Underground C-factor:140 ------------------------------------------------------------------------------- Water Supply Test Information I Pump Data I Tank Data Test by:FLOW TEST Date: Time: Location:NEAR SITE Elevation:0'-0" Static Pressure:89 Residual Pressure:84 F1ow:1500 Storac�c DEE�taiZS Type. Elevation: Rated Psi: Rated Gpm: Well Proof Flow: Commodity: Class: Location: Storage Area: Storage Height: Clearance to Ceiling: Single, Double, or Multi Row: Aisle Width: Pallet Type: Encapsulated?: Storage Method: .Solid Piled: Longitudinal Flue Spacing: Horiz.Barriers Provided?: Elevation: Size: .Palletized: %Rack: Transverse Flue Spacing: Summary of Spririlkl �r armed Home F1ow� Job No:U-1234 MILLHOLLOW 2ND WARD Design density: .15 Supplied flow and pressure is based on 57.12 psi available at supply ( 88.45 psi is actually available ) Ref. PRESSURE K FLOW Percent Ref. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. M01 10.42 10.42 5.60 18.1 18.0 0.60, M01 M02 10.33 10.33 5.60 18.0 18.0 0.0. M02 M03 10.34 10.34 5.60 18.0 18.0 0.00 M03 M04 10.54 10.54 5.60 18.2 18.0 1.10-o M04 M05 11.15 11.15 5.60 18.7 18.0 3.90-. M05 M06 12.40 12.40 5.60 19.7 18.0 9.4% M06 M07 11.32 11.32 5.60 18.8 18.0 4.40-. M07 M08 11.28 11.28 5.60 18.8 18.0 4.4% M08 M09 11.32 11.32 5.60 18.8 18.0 4.4% M09 M10 11.64 11.64 5.60 19.1 18.0 6.10-. M10 M11 12.62 12.62 5.60 19.9 18.0 10.60-. M11 Calcs By: JIM CLARK Checked: 11/11/06 Page: 2 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 F'1 ow ari( I Pre s pure S-La.mmaLry Job No:U-1234 MILLHOLLOW 2ND WARD Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L 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. Length Fitting Length Total Pf/ft Diam C Flow fps 4,00 H01 << 206.1 << 52.14 0.30 0.00 52.44 H03 4,00 1.50 T 20.00 21,50 0.014 4.026 120 206,1 5.2 4.00 H01 >> 206.1 » 52.14 -0.24 -2,60 49.30 T08 10.00 5.00 B 12,00 17.00 0,014 4,026 120 206,1 5.2 4.00 E03 << 206.1 << 52.44 2.66 1.52 56.62 H04 0.50 4.00 H 187.00 191.00 0,014 4.026 120 206.1 5.2 0.50 H04 << 206.1 << 56.62 0,28 0.22 57.12 U01 0.00 125.00 2EGT 81.13 206.13 0.001 6.140 140 206.1 2.2 18.00 M01 >> 14.5 >> 10.42 -0.09 0,00 10.33 H2 18.00 10.67 10.67 0.009 1.610 120 14.5 2,3 18.00 M01 << 32.5 << 10.42 0.07 0.43 10.92 T01 17.00 1.83 1.83 0.040 1,610 120 32.5 5.1 18.00 M02 << 3.5 << 10.33 0.01 0.00 10.34 M03 18.00 10.67 10,67 0,001 1.610 120 3.5 0.6 18.00 M03 << 21.5 << 10.34 0.20 0.00 10.54 M04 18.00 10.67 10.67 0.018 1.610 120 21.5 3.4 18.00 M04 << 39.7 << 10,54 0.61 0.00 11.15 M05 18.00 10.67 10.67 0.057 1.610 120 39.7 6.2 18,00 M05 << 58.4 << 11.15 1.25 0.00 12.40 M06 18.00 10.67 10.67 0.117 1.610 120 58.4 9.2 18.00 M06 << 78.1 << 12.40 16.47 0.22 29.09 T03 17.50 78.00 E 4,00 82.00 0,201 1.610 120 78,1 12.3 16.00 1407 » 8.6 >> 11.32 -0.03 0.00 11.28 M08 16.00 8.50 8.50 0.003 1.610 120 8,6 1.4 16.00 1407 << 27.5 << 11.32 0,17 0,00 11.49 T02 16,00 9.50 T 10,00 19.50 0.009 2.067 120 27,5 2,6 16.00 M08 << 10.2 << 11,28 0.04 0.00 11.32 1409 16.00 9.00 9.00 0,005 1,610 120 10.2 1.6 16.00 M09 << 29.0 << 11.32 0.32 0,00 11.64 1,110 16.00 10.00 10.00 0,032 1.610 120 29.0 4.6 16.00 M10 << 48.1 << 11.64 0.98 0.00 12.62 M11 16.00 12.00 12.00 0,082 1.610 120 48.1 7.6 16.00 M11 << 67.9 << 12.62 21.73 2.60 36.95 T04 10.00 116.00 4ET 24.00 140.00 0.155 1.610 120 67.9 10.7 17.00 T01 << 32.5 << 10.92 0,13 0.43 11.49 T02 16.00 1.33 T 10.00 11.33 0.012 2,067 120 32.5 3,1 16.00 T02 << 60,0 << 11.49 18.25 -0.65 29.09 T03 17.50 140.00 T 8.00 148.00 0.123 1.610 120 60,0 9.4 17,50 T03 << 138.1 << 29.09 4.61 3.25 36.95 T04 10,00 12.00 ET 15.00 27.00 0.171 2,067 120 138.1 13.2 10.00 T04 << 206.1 << 36.95 8.56 0.00 45.52 T05 10.00 38.83 ET 18.00 56.83 0.151 2.469 120 206.1 13.8 10,00 T05 << 206.1 << 45,52 0.88 0,00 46.39 T06 10,00 43.00 T 20,00 63.00 0.014 4.026 120 206.1 5.2 10.00 T06 << 206.1 << 46.39 2.43 0.00 48.82 T07 10.00 124.53 3ET 50.00 174,53 0.014 4.026 120 206.1 5.2 10.00 T07 << 206,1 << 48,82 0.48 0.00 49.30 T08 10.00 14.50 T 20.00 34.50 0.014 4.026 120 206.1 5.2 Calcs By: JIM CLARK Checked: 11/11/06 Page: 3 Ser:*310006* Hypercalc Program by Crowley Design Group, (215)-337-7060 102,0_ 1 96.0 1 90.0 84.0 78.0 72.0 66.0 60.0 54.0 48.0 42.0 36.0 30,0 24A 18.0 12.0 6.0 0.0 0 1600 2400 3200 4000 4800 5600 6400 Pressure vs. Flow 89.00 0.00 84.00 1500.00 0 7111.98 21q]D TiJA1:?-1D REXBZTRG ID O-cDb IqurrbbEE! z- = TT — Z 2 3 4 Za./Z1/OG 7200