My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3702 W MUKILTEO BLVD A HARBORS EDGE TOWNHOMES 2025-08-13
>
Address Records
>
W MUKILTEO BLVD
>
3702
>
HARBORS EDGE TOWNHOMES
>
3702 W MUKILTEO BLVD A HARBORS EDGE TOWNHOMES 2025-08-13
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/13/2025 2:25:42 PM
Creation date
6/2/2025 7:47:43 AM
Metadata
Fields
Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
3702
Unit
A
Tenant Name
HARBORS EDGE TOWNHOMES
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
79
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
p ffl jHydraulic Analysis <br />Job Number: 230109 <br />Keport uescnption: Kesiaentiai <br />Pipe Type <br />Diameter <br />Flow <br />Velocity <br />HWC <br />Friction Loss <br />Length <br />Eq. Length <br />Total Length <br />Pressure <br />Summary <br />Downstream Elevation Discharge K-Factor Pt Pn Fittings <br />Upstream <br />M•••••Route 1 <br />••••• <br />DR <br />0.8740 <br />12.96 <br />6.93 <br />150 <br />0.093926 <br />2'-0'/2 <br />Pf <br />1.225 <br />593 <br />486 <br />176'-4'/2 <br />176-10 <br />12.96 <br />4.9 <br />7.000 <br />8.026 <br />Sprinkler, <br />2E(4'-0), T(3'-0) <br />11'-0 <br />13'-0Yz <br />Pe <br />Pv <br />-0.199 <br />BL <br />0.8740 <br />1.80 <br />0.96 <br />150 <br />0.002432 <br />7'-5 <br />Pf <br />0.037 <br />486 <br />483 <br />176-10 <br />176-10 <br />8.026 <br />8.064 <br />T(3'-0) <br />E(4'-0), Tr(1'-0) <br />8'-0 <br />15'-5 <br />Pe <br />Pv <br />BL <br />0.8740 <br />15.57 <br />8.33 <br />150 <br />0.131816 <br />22'-1 <br />Pf <br />3.834 <br />483 <br />454 <br />176-10 <br />176-10 <br />13.77 <br />8.064 <br />11.897 <br />Flow (q) from Route 2 <br />Tr(1'-0), 2T(3'-0) <br />7'-0 <br />29'-1 <br />Pe <br />Pv <br />BL <br />1.1010 <br />26.74 <br />9.01 <br />150 <br />0.116410 <br />26'-SY= <br />Pf <br />8.408 <br />454 <br />445 <br />176-10 <br />159'-8 <br />11.17 <br />11.897 <br />27.748 <br />Flow (q) from Route 4 <br />2E(5'-0), T(5'-0), 4Tr(1'-0), f(-0.0 <br />00), f(-3.000), b(1'-0) <br />20'-0 <br />46'-5Yz <br />Pe <br />Pv <br />7.443 <br />MS <br />1.5980 <br />26.74 <br />4.28 <br />150 <br />0.018970 <br />0'-7 <br />Pf <br />0.030 <br />445 <br />442 <br />159'-8 <br />158'-9 <br />27.748 <br />28.177 <br />Tr(1'-0), BOR, GloV <br />1'-0 <br />V-7 <br />Pe <br />Pv <br />0.399 <br />MS <br />1.5980 <br />26.74 <br />4.28 <br />150 <br />0.018970 <br />47'-7 <br />Pf <br />1.339 <br />442 <br />108 <br />158'-9 <br />154'-7'/z <br />28.177 <br />31.295 <br />E(9'-0), 2E(7'-0), E(-0.000) <br />23'-0 <br />70'-7 <br />Pe <br />Pv <br />1.779 <br />UG <br />0.9950 <br />26.74 <br />11.03 <br />150 <br />0.190588 <br />0'-0 <br />Pf <br />16.954 <br />108 <br />109 <br />154'-7'/z <br />154'-7'/z <br />31.295 <br />48.249 <br />2E(-0.000), WMV(-1.954), AngV <br />(-15.000) <br />0'-0 <br />Pe <br />Pv <br />UG <br />1.1010 <br />26.74 <br />9.01 <br />150 <br />0.116410 <br />6'-2'/2 <br />Pf <br />1.419 <br />109 <br />119 <br />154'-7'/z <br />154'-7'/2 <br />48.249 <br />49.668 <br />T(5'-0), b(1'-0) <br />6'-0 <br />12'-2'% <br />Pe <br />Pv <br />UG <br />8.3900 <br />17.52 <br />0.10 <br />140 <br />0.000003 <br />149'-2 <br />Pf <br />0.001 <br />119 <br />96 <br />154'-7'/z <br />149'-3'/2 <br />49.668 <br />51.989 <br />Ee2(15'-3), EE(15'-3), GV(6'-9'/z) <br />37'-4 <br />186'-5'/2 <br />Pe <br />Pv <br />2.320 <br />UG <br />8.3900 <br />26.74 <br />0.16 <br />140 <br />0.000007 <br />297'-5'/2 <br />Pf <br />0.003 <br />96 <br />1 <br />149'-3'/z <br />129'-3'/2 <br />9.22 <br />51.989 <br />60.662 <br />Flow (q) from Route 3 <br />Eel(16-3), 2GV(6'-9'/z), T(59'-4 <br />''/z). S <br />88'-2/2 <br />385'-8 <br />Pe <br />Pv <br />8.671 <br />1 <br />26.74 <br />-0••••• <br />Route 2••••• <br />DR <br />0.8740 13.77 <br />7.36 <br />150 <br />0.105035 <br />0'-5'/2 <br />Pf <br />0.363 <br />590 <br />483 <br />176'-4'/2 13.77 <br />176-10 <br />4.9 <br />7.899 <br />8.064 <br />Sprinkler, <br />T(3'-0) <br />3'-0 <br />3'-5'/2 <br />Pe <br />Pv <br />-0.199 <br />'D••••• <br />Route 3••••• <br />UG <br />8.3900 9.22 <br />0.05 <br />140 <br />0.000001 <br />468'-9'/ <br />Pf <br />0.001 <br />119 <br />96 <br />154'-7'/2 17.52 <br />149'-3'/ <br />49.668 <br />51.989 <br />Flow (q) from Route 1 <br />4EE(15'-3), Ee1(15'-3), GV(6'-9 <br />T(59'-4'/z) <br />142'-6 <br />61V-3'/ <br />Pe <br />Pv <br />2.320 <br />�••••• <br />Route 4••••• <br />BL <br />0.8740 11.17 <br />5.97 <br />150 <br />0.071248 <br />37'-4 <br />Pf <br />3.871 <br />486 <br />454 <br />176-10 1.80 <br />176-10 <br />8.026 <br />11.897 <br />Flow (q) from Route 1 <br />5T(3'-0), cplg(1'-0), Tr(1'-0) <br />17'-0 <br />54'-4 <br />Pe <br />Pv <br />Equivalent Pipe Lengths of Valves and Fittings (C=120 only) <br />Actual Inside Diameter <br />Schedule 40 Steel Pie Inside Diameter <br />p <br />4.87 <br />=Factor <br />C Value Multiplier <br />Value Of C 100 130 140 <br />MultiplyingFactor 0.713 1.16 1.33 <br />150 <br />1.51 <br />& © M.E.P.CAD g10 AutoSPRINK 2023 v18.1.33.0 3/28/2024 7:01:17PM Page 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.