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9920 18TH AVE W C 2025-04-07
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9920 18TH AVE W C 2025-04-07
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Last modified
4/2/2025 11:58:55 AM
Creation date
3/4/2025 1:56:37 PM
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Address Document
Street Name
18TH AVE W
Street Number
9920
Unit
C
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A-PEX Design Services Inc. Page 1 <br /> BENTON SQUARE BLDG D PLAN C GL - One Head Calculation (H.3) Date 3/15/2024 <br /> HYDRAULIC DESIGN INFORMATION SHEET <br /> Name - BENTON SQUARE BLDG D PLAN C GL Date - 01-30-2024 <br /> Location - EVERETT WA 98024 <br /> Building - RESIDENTIAL System No. - 1 <br /> Contractor - RAINIER CUSTOM Contract No. - 240314-14 <br /> Calculated By - LEAH BOWMAN Drawing No. - <br /> Construction: (X) Combustible ( ) Non-Combustible Ceiling Height <br /> OCCUPANCY - RESIDENTIAL <br /> S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D <br /> Y Number of Sprinklers Flowing: (X) 1 ( ) 2 ( ) 4 ( ) <br /> S ( )Other <br /> T ( ) Specific Ruling Made by Date <br /> E <br /> M Listed Flow at Start Point - 17 Gpm System Type <br /> Listed Pres. at Start Point - 12.03Psi (X) Wet ( ) Dry <br /> D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction <br /> E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle <br /> S Additional Flow Added - Gpm Make RELIABLE Model LL-RFC49 <br /> I Elevation at Highest Outlet - 124 Feet Size 3/8 K-Factor 4.9 <br /> G Note: Temperature Rating 155 <br /> N <br /> Calculation Gpm Required 17 Psi Required 34.09 At Ref Pt STR <br /> Summary C-Factor Used: Overhead 150 Underground 150 <br /> W Water Flow Test: Pump Data: <br /> A Date of Test - Rated Cap. <br /> T Time of Test - @ Psi <br /> E Static (Psi) - 43 Elev. <br /> R Residual (Psi) - 20 Other <br /> Flow (Gpm) - 500 <br /> S Elevation - 100 <br /> P Location: <br /> P <br /> L Source of Information: <br /> Y <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />
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