My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10318 EVERGREEN WAY WOODS COFFEE 2023-03-30
>
Address Records
>
EVERGREEN WAY
>
10318
>
WOODS COFFEE
>
10318 EVERGREEN WAY WOODS COFFEE 2023-03-30
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/30/2023 2:03:59 PM
Creation date
3/16/2023 3:58:59 PM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
10318
Tenant Name
WOODS COFFEE
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.
/
26
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
CODE COMPLIANCE <br />(Non -Residential) <br />PLUMBING: (Quantity sizing and design per Washington Plumbing Code) <br />COLD WATER PIPE, UPC APPENDIX "A": <br />Kitchen Number <br />7.60 <br />Tank <br />7.30 <br />& 7.50 <br />7.32 <br />7.34 <br />& 7.52 <br />7.35 & 7.51 <br />7.54 <br />7.33 <br />& 7.55 <br />7.53 <br />7.36 <br />7.37 <br />& 7.56 <br />7.38 <br />4.01 <br />4.04 <br />4.07 <br />4.08 <br />4.09 <br />& 4.10 <br />4.42 <br />7.03 <br />7.11 <br />7.10 <br />7.12 <br />WC4 <br />I <br />GI I <br />MI <br />HS4,-2 <br />S4 <br />3-2 <br />Pre -Rinse IF <br />DPW4 <br />SF4 <br />884 <br />DW4 <br />EM4 <br />CW4 <br />W84 <br />III <br />HB-1 <br />FII <br />FS4 <br />FS-2 <br />Total <br />Fixtures: <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Pudic <br />Public <br />Public <br />Public <br />Public <br />Public <br />public <br />Fix Weight <br />Min Fix Pipe Size <br />12 <br />12 <br />12 <br />1/2 <br />12 <br />1/2 <br />Two'12 <br />1/2 <br />1/2 <br />314 <br />1/2 <br />314 <br />112 <br />1/2 <br />12 <br />12 <br />314 <br />Per Unit Weight <br />2.5 <br />1 <br />1 <br />3 <br />1 <br />2 <br />2 <br />2 <br />0.5 <br />1 <br />0.5 <br />1.5 <br />1 <br />4 <br />1 <br />1 <br />2.5 <br />Quantity <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />2 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Fixture Weight <br />2.5 <br />1 <br />1 <br />3 <br />2 <br />2 <br />2 <br />2 <br />1 <br />2 <br />0.5 <br />1.5 <br />1 <br />4 <br />1 <br />1 <br />2.5 <br />30 <br />From Chart A3, water low 21 GPM. <br />From Chart A3, Type L Copper @ 8 FPS max velocity, use 1" pipe size. <br />Pressure calcs: a.Pressure: 60 psi (Plumber to Field Verity Pressure at the Building) <br />b.Backfiow loss 5 psi <br />c.Water Meter loss 5 psi <br />d.Static Pressure (Height x 0.434) 2.604 psi <br />e.Pressure required at furthest fixture: 30 psi <br />Pressure available for friction loss: 17.4 psi <br />(a-b-cde) <br />Total Equivalent pipe length: 60 feet <br />Maximum friction loss for 1" PIPE SIZE: 14 psi11000 from Chart A3. <br />(Press. Drop per 1007 Equiv. pipe length) 8.4 psi <br />W H-1 - WATER HEATER SIZED; ASIDE 2010 Plu bing Engineering and Besi n Handbook, CHAPTER 6: <br />Kitchen Number <br />140F HOT WATER <br />7.60 <br />Tank <br />7.30 <br />& 7.50 <br />7.32 <br />7.34 <br />& 7.52 <br />7.35 & 7.51 <br />7.54 <br />7.33 <br />& 7.55 <br />7.63 <br />7.36 <br />7.37 <br />& 7.56 <br />7.38 <br />4.01 <br />4.04 <br />4.07 <br />4.08 <br />4.09 <br />& 4A0 <br />4.42 <br />7.03 <br />7.11 <br />7.10 <br />7.12 <br />Fixtures: <br />WC4 <br />I <br />GF-1 <br />Ml <br />HS4, -2 <br />S4 <br />3.2 <br />Pre4tinse F <br />DPW4 <br />SF4 <br />BB4 <br />DWI <br />El <br />CW4 <br />W84 <br />IM4 <br />HB4 <br />FD4 <br />FS4 <br />FS-2 <br />Total <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Fa Weight <br />Hot Water Dem./Fix. GPH <br />0 <br />6 <br />0 <br />20 <br />5 <br />20 <br />60 <br />5 <br />20 <br />34 <br />3 <br />5 <br />Quantity <br />1 <br />1 <br />1 <br />1 <br />2 <br />1 <br />1 <br />1 <br />2 <br />2 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Hot Water Demand <br />0 <br />6 <br />0 <br />20 <br />10 <br />20 <br />80 <br />5 <br />40 <br />68 <br />0 <br />3 <br />0 <br />5 <br />0 <br />0 <br />0 <br />237 <br />Demand Factor 0.3 <br />Storage Factor 0.6 42 MBH Water Heater at 90 degree rise, delivers = 56 GPH <br />Probable max. demand = Dem. Factor xTotal = 71.1 GPH 50 gallons of storage (70% usable) = 35 <br />Demand x Storage Factor = 43 Gallons Hot water available first hour= 91 gallons <br />Heater GPH x 8.33 x (12045) = BTU/Hr output = 53 MBH 16.0 KW Flow = 18 x 0.8 = 16.8 GPM; use 1" pipe <br />GREASE WASTE PIPING: <br />Kitchen Number <br />7.60 <br />Tank <br />7.30 <br />& 7.50 <br />7.32 <br />7.34 <br />& 7.52 <br />7.35 & 7.51 <br />7.54 <br />7.33 <br />& 7.55 <br />7.53 <br />7.36 <br />7.37 <br />& 7.56 <br />7.38 <br />4.01 <br />4.04 <br />4.07 <br />4.08 <br />4.09 <br />& 4.10 <br />4.42 <br />7.03 <br />7.11 <br />7.10 <br />7.12 <br />Fixtures <br />WC4 <br />L-1 <br />GII <br />MS-1 <br />HS-1,-2 <br />S-1 <br />82 <br />Pre-RinseF <br />DPW4 <br />SF4 <br />BB4 <br />DW4 <br />EM-1 <br />CW4 <br />WB4 <br />IM4 <br />HB-1 <br />FD-1 <br />FS4 <br />FS-2 <br />Total <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Fix Weight <br />Min Trap Size (In.) <br />FS4 <br />2 <br />1 12 <br />FS-1 <br />FS-2 <br />FS-2 <br />FS-1 <br />FS4 <br />FS-1 <br />FS4 <br />FS4 <br />2 <br />2 <br />3 <br />Units/Fixtures <br />3 <br />2 <br />2 <br />2 <br />3 <br />Quantity <br />1 <br />2 <br />2 <br />4 <br />1 <br />TOTAL UNITS: <br />3 <br />4 <br />4 <br />8 <br />3 <br />22 <br />- 3" waste sloped at 1/4" per foot will handle 27 total fixture units. <br />WASTE PIPING: <br />Kitchen Number <br />7.60 <br />Tank <br />7.30 <br />& 7.50 <br />7.32 <br />7.34 <br />& 7.52 <br />7.35 & 7.51 <br />7.54 <br />7.33 <br />& 7.55 <br />7.53 <br />7.36 <br />7.37 <br />& 7.56 <br />7.38 <br />4.01 <br />4.04 <br />4.07 <br />4.08 <br />4.09 <br />& 4.10 <br />4.42 <br />7.03 <br />7.11 <br />7.10 <br />7.12 <br />Fixtures <br />WC4 <br />L4 <br />GFA <br />MS4 <br />HS4, -2 <br />S4 <br />S,2 <br />Pre -Rinse F <br />DPW4 <br />SF4 <br />BEM <br />DW4 <br />EM-1 <br />CW4 <br />WBA <br />III <br />H84 <br />FD <br />FS4 <br />FS-2 <br />Total <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Public <br />Fix Weight <br />Min Trap Size (In.) <br />3 <br />1 1/4 <br />FS4 <br />2 <br />1 12 <br />FS-1 <br />FS-2 <br />FS-2 <br />FS-1 <br />FS-1 <br />FS-1 <br />FS4 <br />FS-1 <br />2 <br />FS-1 <br />FS4 <br />2 <br />2 <br />3 <br />Units/Fixtures <br />4 <br />1 <br />3 <br />2 <br />3 <br />2 <br />2 <br />3 <br />Quantity <br />1 <br />1 <br />1 <br />2 <br />1 <br />2 <br />4 <br />1 <br />TOTAL UNITS: <br />4 <br />1 <br />3 <br />4 <br />3 <br />4 <br />8 <br />3 <br />30 <br />•• 3" waste sloped at 1/4" per footwill handle 35 total fixture units. Use 3" waste <br />GENERAL NOTES <br />A PROVIDE PIPING, EQUIPMENT, AND MATERIALS IN <br />ACCORDANCE WITH APPLICABLE PLUMBING CODE <br />REGULATIONS AND STANDARDS. AND PER THE <br />MANUFACTURERS INSTALLATION INSTRUCTIONS. <br />B CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE <br />WORK TO BE PERFORMED ARE BASED ON THE BEST <br />INFORMATION AVAILABLE BUT ARE SUBJECT TO <br />VERIFICATION BY THE CONTRACTOR. VERIFY AND <br />COORDINATE LOCATIONS AND ELEVATIONS OF PIPING, <br />CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM <br />SUCH VERIFICATION AND COORDINATION AT NO EXPENSE <br />TO THE OWNER. <br />C COORDINATE INSTALLATION OF PIPING BELOW GRADE WITH <br />STRUCTURAL COMPONENTS AND OTHER SYSTEM <br />INSTALLATIONS. <br />D ALL PIPING INSTALLED IN EXTERIOR WALLS TO BE <br />INSTALLED ON WARM SIDE OF INSULATION. <br />E PROVIDE CLEANOUTS FOR SANITARY WASTE DRAINAGE <br />SYSTEMS WHERE SHOWN AND AS OTHERWISE REQUIRED BY <br />CODE. <br />DRAWING INDEX <br />PO.0 - PLUMBING DESIGN CRITERIA, SYMBOLS, & ABBREVIATIONS <br />P1.0 - PLUMBING FOUNDATION PLAN <br />P1.1 - PLUMBING FIRST FLOOR PLAN <br />P3.0 - PLUMBING DETAILS <br />P4.0 - PLUMBING SCHEDULES <br />P4.1 - PLUMBING SPECIFICATIONS <br />ABBREVIATIONS <br />® <br />Point of connection to Existing <br />(E) <br />Existing <br />(N) <br />New <br />(R) <br />Remove <br />(RL) <br />Relocate <br />Abv. <br />Above <br />AFF <br />Above Finished Floor <br />AP <br />Access Panel <br />SEC <br />Below Finished Ceiling <br />BEE <br />Below Finished Floor <br />BEG <br />Below Finished Grade <br />Clg. <br />Ceiling <br />Col <br />Column <br />COTO <br />Clean Out to Grade <br />D <br />Drop <br />ET <br />Expansion Tank <br />FDC <br />Fire Department Connection <br />Fixt. Sere. <br />Fixture Schedule <br />Flr. <br />Floor <br />' or Ft. <br />Feet <br />Ftg, <br />Footing <br />FP <br />Fire Protection <br />GPM <br />Gallons Per Minute <br />HP <br />Horsepower <br />" or In. <br />Inches <br />Inv. El. or IE <br />Invert Elevation <br />Min. <br />Minimum <br />N <br />North <br />NA <br />Not Applicable <br />Nom. <br />Nominal <br />NTS <br />Not to Scale <br />PSI <br />Pounds per Square Inch <br />R <br />Riser <br />IRS <br />Roof Scupper <br />RV <br />Relief Valve <br />0 <br />Round <br />SD <br />Soap Dispenser <br />TOP <br />Top of Pipe <br />Typ <br />Typical <br />V <br />Vent <br />VTR <br />Vent Through Roof <br />PROJECT PERSONNEL <br />A <br />Architect <br />CC <br />Commissioning Contractor <br />CE <br />Civil Engineer <br />EE <br />Electrical Engineer <br />Engr <br />Engineer <br />GC <br />General Contractor <br />LA <br />Landscape Architect <br />MC <br />Mechanicol Contractor <br />ME <br />Mechanical Engineer <br />0 <br />Owner <br />PIPING LEGEND <br />COLD WATER <br />HOT WATER <br />HOT WATER RETURN <br />PIPING BELOW GRADE <br />VENT <br />WASTE, BELOW GRADE <br />WASTE, ABOVE GRADE <br />WOO Or, CO <br />CLEANOUT <br />WCO=WALL, CO-FLOOR/GRADE <br />FD <br />FLOOR DRAIN <br />FS <br />FLOOR SINK <br />3 <br />CAPPED PIPE <br />VALVE (GENERAL) <br />BACKFLOW PREVENTER VALVE <br />BALANCING VALVE <br />ATP ENGINEERING, INC. <br />MECHANICAL CONSULTANTS <br />18407 Andis Road <br />BURLINGTON, WA 98233 <br />Office (360)757-2099 <br />Cell (503)701-4221 <br />Fax (360)757-2097 <br />larrym@atpeinc.com <br />11382 Q <br />�o�F'S`SIONALA�Gl�ww <br />b/18/2023 <br />ILLI <br />ILLI 0 <br />LI N <br />LL j 00 <br />® rn <br />U � Q <br />0) <br />Q � � <br />® j <br />® W N <br />W <br />E <br />No. <br />Revision/Issue <br />Date <br />SD <br />Schematic Design <br />07-22-21 <br />DD <br />Design Development <br />08-11-21 <br />CD <br />Permit Set <br />10-21-21 <br />sneer rue <br />PLUMBING - DESIGN <br />CRITERIA, SYMBOLS, <br />& ABBREVIATIONS <br />Pro t N <br />Drawn <br />Shut t. .. <br />21-012.0 <br />iC <br />P0.0 <br />Print Data <br />10-21-21 <br />CM1ecLI <br />LM <br />same <br />AS NOTED <br />
The URL can be used to link to this page
Your browser does not support the video tag.