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Plans PLM2O1O-00168 THE KNOLL 12291 SW KNOLL DR { 1 i City of Tigard, Oregon 0 13125 SW Hall Blvd. + Tigard, OR 97223 ®, IN ® �:. , f OW Wolcott Plumbing Shawn Glenn 1075 W. Historic Columbia River Hwy Troutdale, OR 97060 Date: May 7, 2010 Re: The Knoll at Tigard Plan Review for Rainwater Harvest Dear Mr. Glenn, The plan you submitted for plan review for the rainwater harvest for non-potable use does not differ from the original plan submitted for plumbing plan review. The only addition to the plan is a letter dated April 19, 2010 and addressed to Mark Van Domelen detailing the components and installation procedures for the proposed system. Where they do not conflict with State of Oregon Alternate Method Ruling No. OPSC 08-02, they may be used. Rather than correct the list as submitted, I am providing the requirements as outlined in the Alternate Method Ruling for Non-Potable Uses No. OPSC 08-03 by the State of Oregon and signed by Mark Long on July 2, 2008. This project will be inspected by the rules as they appear. 1. Except as otherwise provided for in this alternate method,the provisions of the Oregon plumbing code, where appropriate, shall be applicable to rainwater harvesting systems for non-potable uses. The alternate use of rainwater harvesting systems for non-potable uses are in addition to the other requirements of the Plumbing Code. 2. Definitions will apply as printed on the Ruling. 3. All piping and plumbing component materials used in the installation of a rainwater harvesting system shall be as approved for the specific use in the Oregon plumbing code or be listed by an ANSI accredited product certification program. 4. Collection roofing, gutters,piping,fittings,valves, screens,downspouts,leaders,flushing devices,tanks and liners shall be approved for the intended use. 5. All surfaces, tanks and equipment shall be washed clean before they are put into service. 6. Materials used in rainwater harvesting systems shall be listed by an ANSI accredited product certification program. 7. Harvested rainwater must be filtered or treated to an appropriate quality.No treatment is necessary for irrigation/garden use only. Phone: 503.639.4171 • Fax: 503.684.7297 0 www.tigard-or.gov • TTY Relay: 503.684.2772 e 6 8. All piping in the system shall be easily recognizable. Harvested rainwater piping downstream of the storage tank shall be marked by being purple in color, or being marked clearly with purple tape or stripe, or being painted purple with compatible paint, or being labeled at intervals of not more than five feet with the words NON-POTABLE WATER. 9. N/A 10. Outlets and fixtures served with harvested rainwater shall be easily recognizable by color or a symbol for non-potable water. 11. No part of a private potable water system source,treatment system,plumbing system or water served fixture shall be connected with any part of a public drinking water system without appropriate backflow protection. 12. Rainwater shall only be collected from roof surfaces. Roof surfaces shall be constructed of slate, metal,tile, concrete, fiberglass or other approved material. 13. Roof catchments shall be accessible,maintained clean and free from debris. Roof catchment area shall be based upon the foot print of the roof and not the actual area of the roof surface. The foot print area of the roof catchment shall be calculated by measuring the outside dimension of the roof and multiplying length times width. 14. Gutters intended to capture rainwater for harvesting shall be the continuous or seamless type and constructed of materials which are approved for their intended use. A gutter shall be screened with an approved material over its entire opening to keep out leaves, debris and other large contaminants or have a screened collection point. Gutter screens shall not have an opening greater than one-half(1/2) inch(12 mm). 15. Gutters shall have a continuous grade with a minimum slope of one-sixteenth (1/16)inch per foot to the outlet leader with no sags or flat portions where water will collect or stand. Gutters shall be clean and maintained on a regular basis. Run off of wash water shall be diverted from the storage tanks to a location which will not cause damage to property or cause erosion. 16. Gutter outlets may be connected indirectly to the rain leader with a screened leaf protected receptor inlet. 17. All piping from gutters to the storage tanks shall be continuously graded from the roof to the tank. Piping shall have a continuous grade with a minimum slope of one-fourth(1/4) inch(6 mm)per foot(3 00 mm)to the storage tank. Except for first-flush washers, no section of piping shall be installed in a manner which will hold water and not drain completely. Trapping of piping is prohibited. 18. Plastic piping shall be protected from UV radiation by a factory applied protective coating or painted with a compatible latex paint. Piping and solvent cements shall be approved for the intended use. 19. Metal rain leaders shall be seamless aluminum,galvanized steel or other approved material. 20. Piping from down spouts to storage tanks shall be sized according to Table 11-1 of the plumbing code. 21. All rainwater harvesting systems shall have a first-flush diverter installed in a manner which will divert the first flow of water from the catchment surface during each rain event. Water drained from the first-flush diverter will be piped away from the storage tank and terminate in a location which will not cause damage to property or erosion. 22. First-flush diverters shall be sized so that the minimum volume of the water diverted is at least equal to ten(10) gallons (30.8L)per each rain event and be listed factory assemblies or constructed of approved materials on site. 23. First-flush diverter vessels shall have a cleanout fitting in the bottom of the device. First- flush diverters shall be provided with an automatic means of self-draining between rain events 24. Storage tanks may be constructed of fiberglass, polypropylene, metal, concrete, ferrocement,wood or listed material. Storage tanks shall be opaque or painted to prohibit algae growth. Polypropylene tanks shall not be painted. 25. Storage tanks shall be listed for use with water and be provided adequate access for cleaning and maintenance purposes. Storage tanks which have been previously used for other purposes are prohibited. Storage tanks must be completely covered and any vent or other opening screened to prevent mosquito breeding. Covers must be sturdy and be constructed in such a way that they will not allow water to pond or collect on the surface. 26. Storage tanks shall be as close to the catchment area as is practical and protected from sunlight or other light source in an approved manner In areas where freezing temperatures are frequent adequate provisions shall be made to protect the tank and connected piping from freezing. 27. Storage tanks shall be provided with an overflow equal in size to the tank inlet. Overflows shall be piped away from the tank and the water shall be disposed of in a manner which will not cause damage to property or erosion. Overflow drains shall be equipped with durable animal guards or screens. Connection of overflow piping to any sanitary or storm/sanitary combined sewer piping is prohibited. 28. Above ground storage tanks shall be placed on a stable, level surface of sufficient strength to accommodate the size and weight of a full tank. 29. Buried plastic storage tanks shall be reinforced and able to withstand the weight of the surrounding fill and soil and full capacity of water. Concrete tanks which are above ground or underground must be constructed to withstand the load of water capacity and any other applicable structural forces. 30. Storage tanks shall be watertight and designed to withstand the structural loads required for their size and shape. Tanks shall be vented when necessary. The vent shall turn down and be equipped with a screen to prevent mosquitoes from entering. 31. Storage tanks shall not be connected directly to a public or community water supply without proper backflow protection. Make up water to rainwater storage tanks, when provided,may be made through a properly sized and constructed air gap as per Oregon plumbing code Table 6-3. 32. Pressure tanks and pumps shall be of an approved type listed, designed and intended for water use. Pressure switches shall be set to provide a minimum residual water pressure of fifteen (15)pounds per square inch(103.4 kPa) in the building but shall be set no higher than eighty(80)pounds per square inch(552 kPa). Pressure tanks shall be of the expandable diaphragm type and sized based upon the peak flow capacity of the pump. 33. Pumps shall be a minimum of Y2 horsepower or as specified by the manufacturer. A full size check valve shall be installed between the storage tank and the pump inlet. Pump inlet piping shall be a minimum of one (3/4)inch(20mm) or as specified by the manufacturer. Pressure tanks shall be sized based upon the demand required for the intended use. On- demand type of pump systems, which incorporate the pump,motor, controller, check valve and pressure tank may be used. 34. Pumps shall be at an elevation which is as close as practical to the elevation of the storage tank. Pumps shall be installed in a location which is adequately protected from freezing, overheating or where other potential damage may result. 35. Water intake supply from storage tanks to pumps shall be from a floating submerged intake pipe or equivalent. 36. A preliminary screening of all water shall be installed between the catchment and the• storage tank. The screen mesh shall not have an opening greater than(1/2) inch(12mm). The screen should be washed clean of debris after each rain event. Storage tank screening shall be fine enough to prevent mosquitoes from entering. 37. Initially storage tank water may be treated with chlorine laundry bleach(which does not contain additives)by manually adding one(1)ounce(M296 L)for every 200 gallons of water in the tank. 38. Adequate filters shall be installed for the intended water use. Cartridge filter elements must be replaced as recommended by the manufacturer. Respected submitted, / l G. oble Plumbing Inspe or City of Tigard f ' wo c o-r-r ... :, PLUMBING APR 212010 CITY OF TIGARD BUILDING DIVISION April 19,2010 Re: The Knoll at Tigard Proposed Alternate Ways Method of Rainwater Harvest for Non-Potable use Dear Mark Van Domelen, Wolcott Plumbing is proposing an alternate method of use of rain water harvesting for non potable use.This proposal is directed as per 918-750-0140 of the State of Oregon Plumbing Specialty Code. Rainwater Harvest for Non-Potable use drawings were prepared by Oregon journeyman plumber: Shawn Glenn license number 6388JP. This alternate ways method is to allow plumbing permit drawings to be approved without an engineers stamp. System is designed for Non-Potable use to toilets only. Components of system described below: - System is based on the collection of rainwater from roof. - Sloped standing seam metal roof on north end of building is the point of collection. - Gutters intended to capture rainwater for harvesting shall be the continuous or seamless type and constructed of materials which are approved for their intended use. - Directly connected roof seamless downspouts - Downspouts to direct water through Graf Model DN vortex downspout separators. - Schedule 80 PVC piping for all storm piping to cistern. - All piping from gutters to the storage tank shall be continuously graded from the roof to the tank.Trapping of piping is prohibited. - Piping from down spouts to storage tank shall be sized according to Table 11-1 of the plumbing code. - 15000 gallon 100%resin and glass-fiber reinforced in ground cistern tank with pumps directing water to day tank within building. Cistern tank to have 36"nominal diameter man way - Pump lines from cistern tank to building day tank to be schedule 80 PVC. - Cistern storage tank shall have an overflow equal in size to the inlet.This overflow to drain to city storm water system. - 540 gallon high density polyethylene storage tank - Harvested rainwater in day tank to be continuously circulating with a recirculation pump,filtered with cartridge filter and disinfected with a Aquafine 254 nm lamp or equal simplex side stream UV Sterilizer.Designed system specs included. - Once there is fixture demand water leaves the day tank and enters the pump/filter skid.Two VFD motors provide up to 40 gallons per minute at a supply pressure of 53 to 80 PSI. Water will go through single bag filter. - All components to be controlled by master control panel,including motor starter for pump in cistern.The panel also coordinates pump on/off in cistern,day tank pump„pump filter skid and disinfection skid - Make up water will be supplied from city water through Reduced Pressure Principle Backflow Preventer - All piping within building on discharge side of rainwater harvesting system will be UPC approved materials. - Sizing of non-potable water piping to follow methods and procedures outlined in chapter 6 of the Oregon Plumbing Specialty Code. Sizing shown on P-5 of the permit drawings. - All rainwater harvest non-potable water piping to supply water closets only. Office 503-667-1781 • Fax 503-667-9891 • 1075 W Historic Columbia River Hwy • Troutdale,OR 97060 OR CCB# 112220 WA LIC#WOLCOP 936BC - All piping within building to be marked with Purple striping or Purple background with Black lettering band with the words "Caution:Nonpotable water,do not drink"Direction of normal flow shall be clearly shown. The minimum size of lettering and length shall conform to table 6-1 of the Oregon Plumbing Specialty Code. The colored band shall be indicated every five(5)feet but at least once per room and shall be visible from the floor. - Each outlet to be posted as"Nonpotable water,do not drink or the universal symbol for Non-potable water. - No part of this non-potable system shall be connected to any part of the public water system. Treatment skids and day tank provided by Siemens Water Technologies Corp.Installed by Wolcott Plumbing. Hopefully this alternate ways method as described above answers all your questions. Respectfully, $44v44 Q1tii Shawn Glenn Estimation Department,ext. 118 sglenn@wolcottplumbing.com Page 2 of 2 ■ 1 , 17 ( ( 1 1 r tl ■ ( ( ( ( ( ( f ( ( ( ( f 1 f 1 ( ( ( ( f l ( ( t r 1 ( 1 f ( ( ( l r r r r ( f ( ( ( l r RECEIVED APR 212010 CITY OF TIGARD IW BUILDING DIVISION o 0 N 0 ,- N■°° • O ✓ C C O N.1 o F- O N O a = U ✓ im _ CV C 4 _° ,O ,4- N CO F� 0 co tx a N 4 N 2 D o _ n C ` N w z > a O = N F- `n W cO N J 3 Zr) a/ C N 4 N CC WOLCOTT PLUMB 1075 West Historic Columbia River Hwy Troutdale, Oregon 97060 1 1; --� ---� Phone: (503)667-1781 F ' G ' Fax: (503)667-9891-Th .k.,/ ® I C � p � E � H � � � I I ® Q/ K , , 1 I I I I I I I // - - - - - - I 11��11■L.�.IIIL_II., I _ I __• II HI III ��-� h■llhlr��� -�! 111 � - - - - - - - - -I _ - }���. -F��1��- - ~�' 1- 1'I ii 1I 111 in - - - - - - - - - - - - � IN IN 1� `'°-tN'- NI � N � � N I I IN N IN N NI N N - - - - - - - - ii __1 _ AI - - -1 _a I - _ tN `__1 T N —1 -th II 1 - - - - b ft h-- MI - T d9 I— . 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I � 1 I I I - _ I 3„ I Sower Rooms I ( Z 7 /)1Y" �• •� 1" ? �� 1" �� 1..) 11/4'GAS 408 FU " =11/4" It o a0 11/4"'= )1%4" O� a0 1�4") a 4 — — — 1 O � CO lo0 CO it_53 IAA ■�.' 1- . :: • - use IIU!*] - :: _ ® s=s ��� tss ;; m ' Li ' m, sa: W : c\INtr) A . I I Q + I I IX 2 -3/4" Recirc lines up to 2" Emergency Hose Bib Typical .. N ,�, aN o_ r W/H Mechanical room FD Typical at on floors 2, 3&4 V �- I 1 - L,_, I I Laundry Rooms I LIII WI ti Vin w a WOLCOTT I NI NI N ' I III NI II N /� NI NI N IN NI II N j / .I , �I I. - NI I i� loll I 1■ - N ., --tN--� _P - l_ -IH— N — l_ N PL ]C�L./NI II oi NI N (I III NI N N I NI 1 N111 NI II N 11 ��` II N II II ■ �1 II If 1�� II II I �� II II I�N .._.�~-II Jr1 in L! i I. 1 r ) lit III 1J I I I I I 1075 West Historic Columbia River Hwy. Troutdale, Oregon 97060 I I I I I I I I I I I Phone: (503)667-1781 I Fax: (503)667-9891 I I (1 \\ HDT VAIN PIPING - OVERHEAD SCALE: Y8" = 1 FOOT LEGEND -4 TEMPERATURE & IS ID.. PRESSURE RELIEF DRAIN CHECK VALVE VALVE Nt . CIRCULATING PUMP FULL PORT I ...l BALL VALVE I I I ? HOT WATER 3/4�� I ) / TO FIXTURES 2 3/411 3" I - / 3 Hot 408 FU W Recirclines I I –' i m DI 01 --1 -~— 2 " COLD 408 FU /4 I /4 ° m PIPE T&P TO PIPE T&P TO (-� a 1 HOT WATER _ _ _ _ � A 1 1 1/4 0 FLOOR DRAIN FLOOR DRAIN RETURN '- L� _ 111 4 1 r Q Lt_ OV OV \-- Q LC LE, 3/4i." 0 cL +-- , COLD WATER � 0 3/4�� Typical 4 SUPPLY 11/4" G �' � �—II 111 III I � z ., w 0 HW Hot Water main riser Hot Water main riser CD < C� O � � 2" - W 0 \ EXPANSION 2 Emergency FD I 0- z 0 Z w TANK I 3 STORY RISER DIAGRAM n 4 STORY RISER DIAGRAM 0 I— Z z 1 � \�}�-� - NO SCALE L NO SCALE Finished Floor �-tJ^ _ I I I 2 BRADFORD WHITE Q EF-IOOT-l99water LL1 heaters with Recirc pump (- NOTES: ` v 1. PREFERRED PIPING DIAGRAM. PTLE ' I N Two Gas water Heaters with Expansion Tank D REV PART NUMBER 0 MEC - A\ ICAL RUEN' C \ T - IRI FLOOR 4TH EL - ER WATER HEATER R =❑V - = T VAIN RISERS U NO SCALE SCALE: Y4" = 1 FOOT / NO SCALE WH-1 199 CFH 3/4'SUPPLY l WH-2 199 CFH 4s / 3/"SUPPLY WATER 1 Y4 ti 1,171 CFH 3 FOR FUTURE HEATER 1 GAS VALVE PROD NO. TEST PLUG I 20825 8 z 0 3/4" REGULATOR 4, 04.09.2010 7 V! W 1 GAS NOTES: w I 1. SIZED AS PER TABLE C402.3(8) OF THE OREGON MECHANICAL SPECIALTY CODE o LEVEL 2 DRIP LEG g 2. 2 Pound gas at 100 feet with a 10 percent ressure drop. ix a. LLI CC 3. R:::' : :at test tee' : u: ::::: ::t :xterior nd ioiat fixt 1- o �� z 1Ya"GAS /S 4. If of building. 2 Hot Water TEST PLUG /S�� � Main S� UNION .-§ Ir TO METER = z 0 GAS CONNECTION AT WATER HEATER GAS ISE 0 U I NO SCALE NO SCALE 0 p NMI 3 0 U 1 1 ( 1 1 { 1 1 ■ f ( ( 1 ( l 1 ( f l 1 l ( I f f { 1 1 ■ 1 1 l ( ( 1 12 DFU 12 DFU 4 DFU 8 DFU 8 DFU �, W U r . ° O N Q I I ..: I � ~ � a 1 1/2"VTR c-) V c I o U I ---1 1 2"V ( W O 4th 21V---"' ` 6 DFU 1 1/2" .....1 I -�- O a V U 9 DFU � _ 1 1\2"V �, 0 r I .�2"V I �... I 4th 4th ce C a r- 3 DFU ri 2 W c•, c) I 4th I , V ` cf) 1 1/2"VTR l v 2'V r/ •• 1— O c'7 d� BT-1 4th 1 1/2"V a v ni1/2`V -- I � �;tw1\'V 1 1/2)N 1 i/2V., 3"W 3rd I� a � ° I = C `n 3rd 3rd / 1 -2'V � 2 W I a) 1 1/2"w .--1 1/2"v 3rd 3'W 1 1/2"w-� ,W r 3rd Z a — I 2 \ ----eV " o �) 3rd �--1 1/2 V o H-' O c., L.1 v I r L� i_ } u7 3rd I c� 3rd _ / W ao N " BT 1 3rd , \ I �• r 1 1/2 W v Cr 2 W 2 W v �`'�� J co / 4,1\"W I 1 1/2"W 1 1/2'V 3 V / I 2 w-�` r I N 1 1/2"V cr) .�-1 1/2 V ,,-1 1 1/2"W 2nd 2nd N ►n 1 2nd 4.--2"V 2 W 2nd 1 1/2"w I " ,l' 2nd �2"v 2nd —1 1/2"V . 4 \ r 3'W I V I 3"W./,2nd I 2nd ? BT-1 2nd 1._1 L TT I " -'-i 1/2"W I 2W / " .ri\ W c�/ 2 Wes.. 1 1 2 W I / ),3. / I .. ...�. "W PLUMB I 3 1 1/2"W c) ..--1 1/2"V I /2 I 1st Floor •�-3 W 1 1/2 V 1st I 2"W -�. � 1 1/2"V (( I FLOOR 1 1/2"V / w 2'V 3` �' r- 2~v 1st Floor 2"W 1st Floor 1 st Floor .—i i/2`V 1st 1st Floor --1 1/2"V 2"W 1075 West Historic Columbia River Hwy .. 1st Floor _ i FT-1 FLOOR 3"W• ' Troutdale, Oregon 97060 2"W L_1. r ii 2.v a, 1st Floor V� 2"W 1 1 2 v -- 1 1/2W 2 C/0..C/O °\ / � Phone: (503)667-1781 ° 1 1/2 W 3`w� I ►" 1 1 2"W - 2 2W / Fax: (503)667 9891 r3#V 2•W 2"W 2" w ,` W 2"W K/S Waste & Vent ISO LAV Waste & Vent ISO TUB Waste & Vent ISO W/C Waste ac Vent ISO TUB Waste & Vent ISO W/C Waste Sc Vent ISO LAV Waste & Vent ISO K/S Waste & Vent ISO A/W Waste & Vent ISO 3 STORY RISER DIAGRAM 3 STORY RISER DIAGRAM 3 STORY RISER DIAGRAM 3 STORY RISER DIAGRAM 4 STORY RISER DIAGRAM 4 STORY RISER DIAGRAM 4 STORY RISER DIAGRAM 4 STORY RISER DIAGRAM 3 STORY RISER DIAGRAM 1 3 :L1-- 6 7 8 (9) NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE VENT • E :1/2" Typical Ar. PIPE SLEEVE, CHASE, < ;`,:; OR OTHER APPROVED 1/" Typical ��: PIPE PROTECTION I �/ 3 „ 2 /4 C 77% \ 0 I '.7,: 0 LL_ .. < n Q Fti SANITARY WASTE CD �/ • • \ [—. O 1—CD '.:« LL._ 0 COLD WATER SIZING .' ' ='' "r'?' ' ? ''“ ''a''' — w ELEVATOR PIT Q (f) - E (n :‘o: 3/4.. 3/411 /4 3/1I Appendix A «.; --I W 0 4 WATER PRESSURE— 80 psi : • Full Way Valve E z 0 7 W �� Y41' 3 I O I— E <' c1 1 \ /4 3/ 375' Max z • �' Check Valve < • 4 541 .5 total fixture units SUMP PUMP 130 G.P.M. SUMP GRATE •• I_l_I CL V) 3/4” VELOCITY = 8 F.P.S. \ izt —..... �•�� 1 S:l4:! 4:!4:!4:!4!S:!S:!S:!5.�.;4.�!S.�!�.�!� �i.. •ir " • a • UNION I— O) SUMP PIT — REFER TO 1,. j ~'� N „ STRUCTURAL DRAWINGS .,y P-1 :,. z (� 3 1 /2"— 7 FU .; /® . ; • • /4" 3/4'2— 18 FU . , , %" Typical _1 "— FU 1 1 /4"— 5 4 FU NOTE: FLOAT SWITCH 0 PUMP TO DISCHARGE TO APPROVED INDIRECT U 1 1 /2"— 100 FU WASTE RECEPTOR WITH TRAP PRIMER Water main riser Water main riser 3 Clothes Washers Shower Rooms 2"— 245 FU 12 total FU 9 total FU 2 1 /2"-475 FU Water main riser Water main riser 3"-820 FU 1 0 NO SCALE ELEVATOR PIT SUMP PUM P 3 STORY RISER DIAGRAM 4 STORY RISER DIAGRAM RISER DIAGRAM i 2 3 4 RISER DIAGRAM NO SCALE NO SCALE NO SCALE NO SCALE PLUMBING NOTES: HOT WATER SIZING Appendix A WATER PRESSURE— 80 psi 1 . See Utility Plans for Sewer and Water Meter Locations. 375' Max 2. All material and workmanship will comply with the State of Oregon Plumbing Speciality Code. 408 total fixture units p p y g on g p y 105 G.P.M. 3. These drawing are intended for sizing purpose only. Offsets may be necessary for structural conditions not shown. VELOCITY = 6 F.P.S. 4. Vents will be combined where possible to allow fewer roof penetrations. Total area of vent piping will comply with table 7-5 of the Oregon Plumbing Specialty Code. PROJ NO. 1 /2"— 4 FU 20825 B LD FIXTURE SCHEDULE 3/4"- 12 FU 5. Water Heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion as per code. 6 1 "— 23 FU ' 04.09.2010 FIXTURE QTY. WATER F.U. WASTE F.U. Every water heater installation shall be accessible for inspection, maintenance,repair,removal or replacement 1 1 /4"— 40 FU without removing permanent construction. The appliance space shall be provided with an opening or doorway I- WATER CLOSET 48 2.5 3 1 1 /2"— 62 FU of sufficient size to permit removal of the water heater. In no case shall such opening or doorway be less PUBLIC WATER CLOSET 2 2.5 4 2"— 160 FU than twenty—four inches in width. LAVATORY 53 1 1 2 1 /2"-320 FU 0 3"-600 FU 6, W/H T&P relief valve to drain to approved location as per Oregon Plumbing Specialty Code. SHOWER 13 2 2 W m BATHTUB 38 4 2 7. Maintain 5' separation from fire walls for all vent penetrations through roof. ° DETAILS Z CLOTHES WASHER 3 4 3 ° KITCHEN SINK W DISHWASHER 49 3 2 8. Sanitary and Domestic water to connect to services 2' from building. ce U MOP SINK 6 3 3 9. When installing piping underground, keep as high as possible to minimize excavation. 5 HOSE BIB 7 2.5 / 1 N/A 10. Cleanouts installed as per Code. 11 . Each unit to have individual sewers and water services. TOTAL 219 541 .5 432 1 , p .4 0 U . , . • . . ............/---E-3 (--.6 (---F- I , , , , I ; - S E Th Th t : H I : 1 l' ■ ', / I( / D I I . , /MA hill mil L....-....-■■■■... h m m . d j ...A h---m--m---i L----------1 ) - m I —,-101==3:JL ..4 0 1 )-- —F-- l 1 lk 11 ill d h - I , L . , . I II . I II II 1"1 I fl 111 . 11 II NI NI 'I N - it, IN I . III II III IN III II 1 III II III ..' / -2-- / IN --.1 411 III III ni fi— N ---1- - N - - II II ni IF— in -111 III III 1 ni if--- Hul_ —, II IN 6 h ill 1 NI iii-- ul NI ---li in 1— U N II II i I- i 1 ni ft 4 - I- —I LLI CY■ E r IN r " r III r III P5 NI . N ri r ''' ce o 0 0.__I C Unprossed water — CNI (,) Mk (J 01.1" °C : I from Sistern a L--- -3 , I e - PW"Ni 34., aiii......■iiippAl 110- 41 M 1:777771 SKID , .., [`MN" II■I., 1 [.1■0.1 o 0 , 1 , „ , _ LLI 0) ' RP Protected .e--- ---- Reclaimed water _ _ — DAY F*-------' . r _ 1- 0 0 ._ ri Typical • TANK domestic make o , up water I 2 1... _ r-i \-1 IL-II L, __. 010 ''''-"''• . .". ,a,, '''.. :711 ■ IL 0 .. .... ,...i,,' r--- (ME r I 1---1 L ii, --• r (ml IL , Q jr r" moms .....I PUMP . l -IIMI -1 1.■■11 0 ...L. _____ A 7 ---1 131 --r :....-.n.-.i 0 4.4211, ,21... 0 }---H7::: c ,..__. (ml I i_ _I 0 r- 0 -0 --- r____ I III - SKID ] I ___, I 1 I \ cx C 7...- 0 0 0 I o D 100 lilla C 0 00 o0 < - 4) - oo 00 00 Aki ,ir407,1 , _ F °oil gik °loll Aik 10° [ . _____. , CNI P5 1 I 1 I P5 P5 3 _ _ __, _ _ / 1 _1 1L.1--- — _ cli_-_ __ -_-_J-- I rfl---1— 0 0 Ce CV _ _ _ _ _ ; ....1........ 1- b__ 1-j L 11 1 i_iii - _ I_JI E r ' 1 I ti.-----1 ...-.. / 4.1 —1 , _1 ' --I 1- r —1 t < CI) cr) 3/11 I" I Y2" Reclaimed water 47.5 FU / 1" o n /4 3/" Reclaimed water 4 1 Y4" 1 Y4" Reclaimed water 1 /2" Reclaimed water 65 FU Rellaimed water I .. IR CD II 1 Y2" Reclaimed water 60 FU I 1 Y4" Z ' CI-4 / L_■,= t• On— — — — __, r._ _ _ _ _i____IILI I_ 1- - - - H .I , jd J J__I E tn. . ,__ r- I I ... ....1 7 — —1 , 7 r LT--- I I I V _J 1 _ 1... J 1—.-Ine -=-- .0 to I _ c I I Aligh I I 0 0 -- 1 - I_ I J • 0 0 001 P5 c.c. ool 1---, i_,_. , . w -111-I -6 71 I i ,..„ lo. 00 co c.0 B. a , , .,., . EES :r. I C 0 r -- —I \ ,--i 7"-- • : . I , -J 1 •I i cx c CV ' _ 0 QED_ —1....Ili 0 -7 -I r I FP-A -3 r--- •_.1 7r 1 Zi: -3 r L L_ 1 11 i L--JL--J - _J - , E L - .--- rk I ) 1._■=-■ 9-3 / \ 71_ _.111 0 mill Reclaimed water .. .- co < (NI 0 ..:-L___jr " 1 El r—11 W %.1 - - - III [ ,-, —11><1 1— ' 1‘. Fr r . r ...._ 1 . i WOLCOTT , r--- L , , _n c -3 ---- -3 c = c z;11-z,Zi am [ I r pLumBING L ! '' /------. 5 , \-- I i --II II II 1 0 I.1 ____P LI - 11 ILI _ _ -... il=1 P -11 1 II 0 I s q a II 11 i:3 11 M IN I I I I - -till 1075 West Historic Columbia River Hwy. 1' Troutdale, Oregon 97060 Phone: (503)667-1781 Fax: (503)667-9891 II I .- j * _ I-- / ,, II p u wit I. 1 L i 1 II 1 • 1......111 .11-111M11111•11•1 _ ■ - — - - - - - - -I - — - ,I.■■■■.flo■■■■■•41}■■■■111 p th 111 t - - ---11- - --0-- - - I . , I I I 1 PL , vBIV.3 -/-" RAINWATER - ARVEST PIPING ,---..,) SCALE: Y8" = 1 FOOT RAI \ WAT - R ALL _ ARv _ sT PIPI \ G T _ BE LABELE _,... _, \ i \_ P _ TABLE_ wic ....., • , • . , a . . I i , . . y21, pram. >'-' T -1 . LJ .....1 PINS/11. >......., ...... .... r_1_ 1 CO I- - It - -- 7 —I—— I WIC WIC —IT— I I - 0 ..., ..• me...... )----,....-.1 to k , ch rir_-yr 1 aa I I 1..- 0 y2,, /211 iiCOM . I i 1 1 - 0 (:::::1 L_ , Iltrtzwr I c fib . L.. n . ...-"Kii) I .MI IP < C.. • < wi==11 , 1 1 , ,- - . xis..1 0 I C3 W/C MC mr 101 1 NIL el MII -*.%., A H. 0 y2Il %II L_ .-:. _J /17l Ali 1."."....... W I I MP .M. I 4*-----' ..-----' Mai I 471 ■ I r Z LI 1 .. 1 L 1 I 1 - If - • X'd I • < cr) _1 0 J nor T I r:Z (11 ____I I- - V • 1---- _ it 11 - 1r -: I H34--1-4--1117.flo' ow > --I LLI 0 Y - 7 - ' ILlir_-or IT WWII 1 Y %V Z 0 7 (-_3 - SOF VD ril,,ous- - NEM MPS IOW . 0 F.., Ea5i:11111 Z c.: VWC 1/11 VWC 1/11 ....-orw'''''' < (. ) MILIMINARM w /- MOONS/a NMVINDIOMON AVM - . f,.,`, , , . ... .... aranziall114111111r 1--- ›.- \--- i , ., ) 4,, 1, no•:"711... 1— L_ CY) ,•,i';,-,v,. rid rr"SIEMENSIIINZPIE.111.11.11•11 1 111111111•1111 . 7 '•' r. . 0j1=M1 , ..,...' . . 1==. a r Jr NW MEW = ■1= , ME ---- ----1M ...I ."'"' I "" I DATOOS I 3 7 s I T (N CN D r) TOILET RECLAIMED WATER RISER SIZING-3 STORY ...)Th NO SCALE TOILET RECLAIMED WATER RISER SIZING-4 STORY NO SCALE 4 RAI \ WATER - ARVEST PIPING ( SCALE: V8" = 1 FOOT > 0 C.) I NOZZLE SCHELL.: & ACCESSORES_ . -SERV1-E ' ',11.7--t-ifj-K N].1SiZET J.H w . r:-TiNc DL:-. iv . 4):' lla,2 i ......, 273a 1_40... 1 -:_i 1/4' I 1 I RAINWATER RECOVERY -..7 . 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' .-"--.",-. 2 , -r...-- 1 (...) --. ....:AL(1...ILAI;LI.: CAPAC:i I ES/ 1 'C2N1:JrN T:AL PROPLRTY 07 4..,...-' .--" hort-5' li RAINWATER , i v a IJMi._ 1 pa y pR2cEssiNG :EmpAN v „..,---- ',........... ---- o 1 I ir.-.1 • IES:Ch 1 DEJME VOI-1 TTAL VO.. 540 c.."...1 I 565. N:T •21Z REPRINT nR us:: ......N.'%***N"'"--)...,--- , .,..., ,„<„- ., ....- 'CH" TRAM 7) .Acil tIN Per ;...rthir.; 0 w HARvE s T . .4.1TH111.1T PFRM77:ST,71N 2.) PONNII COATCD UO. CC . ' A it\ ' Ly:-., WILL _ . .. . . . . . . mom,'orse-com. rtsion.a LT L 11,.. 7...-Inz' 7.;"'RAM ,.,1N, SKID GEN=Ri., ASSY . r..„,:_ . ;: ., I- I , • NOM i. \ , I . . -10,1 OCC-0111J1,OW ALL 10,..16101C11 COWAI/e1..) WM*eaf Ttlf WPM,W 1,4.,...n.irP*Wm 20 OnPs' SY7EY I , rown.,„,„„1.7,...,,„„,.,,,,„,,„„1,4 go, 2s■ ':41111:Wri 5: I Trir RAINWATER REC.C.VERY SIDE STR7MA I.Pd roelE) - FA r: 91' muirr usi FLEXIBLE. 54C TIAI • FIN 1.41P.15.1T TAN< IgAgntiVarallianiCtigar: l""" 11All ' .':'.3UV2(..:/!:.-' 1 •vl ii,r/r-4:.7 I" Wiset 4.31%C. 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NOUNIED LCCATRn NORMALLY UIMCNE, NEW CCNCREEE BARRIERS - I01 - • - WAN - SOON FLOW METCP NORMNLV NOSSIBLE INACCESSBI[ TD R NEW MAIN EO OTHERS- - DIAPHRAGM O ACCES4BLC TO ACCESSIBLE TO OP[RAiOq Y - oRNN OPLAAIOR OPERATOR NEW AIR FLOW LINES NEW Sim... EQUIPMENT fr3 Cm - AIR RELEASE DU - luRBlnf FLOW METER LEO VALVES, NEW INSTRUMENEIFION S.11)(65, NEW FITTINGS I - DOUBLE DIAPHRAGM 0113 LOCAL PANEL (E. PIPE DE DENOTE DE M A NEE) D � - ED11L1DR /CJEGID O - LRRICx FIOY METER MOUMED) MOUNTED) PANEL u0UMC0) SID[ PANEL) NEW INSEVUMENTATCN LINES SP__' N P51G ED SI - ❑A - PADDLE-WHEEL Raw PI• METER - p NTURE FLOW LINES 4 EOUIPMENI AIR RELIEF 0 5 C,w�' - ExPANSRN JOINT NQSCREI :1:, e O e e RCM ES W ROwEER E(CRO- PNEUM ATIC 2 e 9 1O EALIRL IwES n 0 - BALL ^^ " - FLANGE - FFLANGE _ PILOT LIGnI SNARED CONTROL - I I - GTALInN \ / N i N. l 6 l L_ 0I - - - OCS -PLC E - POSnANE,R C ^I - BUTTERFL Y C �� - vARIwIF FREOUCNC` FMNE - HOSE LDNNECTION 13 14 I I 12 t5 o TORN WATER LINES 7 - RELIEF - BLC<x a BLEED ( / = InSULp1N CC vC E e C ���...JJJ ) CAPILLARY EQUIPMENT DETAILS (NAT.. INTERIOR COMPONENTS. FEE) - SOLENOID r. ECTAIC PIPE WITH CALIBRATION COLUMN 20 CHECK a ELECTFIC 4 TRACE Ifi fff��7TCT�I III���TT� 18 i9 —4—WH a —e —e— Br CUSTOMER 1 SULATED I PP NO PN%.NNMLNBLE T v M r �' - -- L - - -� SIN1Cw HEAT (RACE NE LOOC CONTROL \ C ONING ES A LINE GOING OR T - MANUAL .PRIOR - DIAPHRPLM L L'. J /) C ONING FRON BATTER. 114i0 115 ORIFICE (CONTRACT LIMPS) Q • ABBREVIATIONS OF THE USER'S CHOICE SUCH AS PT (INSTALMENT RANEE TI) ME (INSTRUMENT TINE CONTINIATIONS I - F AB CLOYO _ CA � • �I []), ETC MAF BE LSED WHEN B IS NECESSARY TO SPE., CONSOLE la CO3 (COMPUTER CONSOLE SHOWN AS AN Ex IN E N [DNllNW110N OF 4 PULSALON DAMPENER ET • U AMSENR SENSOR PRI INSTAL.. OR EUNCI On LOCATION IIN IS O N SHECI A 5 _ G062 - GLOBE - R - II - •• MARY LOCATION SYMBOL FOR EACH INSIRUMENE TYPE IS wRE OF 'BE OTHERS' S A ) FAIL OPEN LS A' O,q,pO 2 / (SAME DROWNS xu4BER) IN `/ A ZONE A 2 III - KNIFE 0 RUMP SHI 5 INDICATES COMNUATION or A SIGNAL IS ON SHEET NUMBER 5 - LIMA STOP CV - NEEDLE C COG PL. I METERING PUMP IINC IDENTIFIER - INSTROR TAO HUMBER CPK PVC } p - REDUCED (CONCENTRIC) L LOOP NUMBED ',LATER. IDENTIFIER WEEP. IU - RETEN D - REDUCER (ECCENTRIC) FUNCNOnk IDENTIFIGIION NOMIN NDMINAI UN[ 47E © - RUPTURE DISE WHERE: -' ABBREVIATIONS 4n - VACUUM BREAKER (STYLE :) D - SAMARI COUPLING (LEGEND BASED ON ISA STANDARD 5 51) T c\ ISA INSTRUMENT IpENBIEGATIOn TABLE 3 BLOWER OR A HANDLING OD OU1510f OwuETER VNC/ (y - NONE FLOW INDGIOR FIRST LETTER SUCCEED. LETTERS CDI CONTINUOUS DIRNIEAIION CELL PACK OZ 020NE GENERATOR PRESSURE READOUT OR OEM CLBC TENT PER MINUTE P PUMP RELIEF 4 PROCESS VARIABLE WOOFER OF NEEDED) COMPUTER FUNETRN MODIFIER OF NEEDED) COSSERVATCN - SGHT FLOW STRAINER CS CARBON STEEL PE POLY rv( A ANALYSIS ALARM Cw Cllr WATER (POTABLE) PP POLS PNOCO PRoRoL5NC B BURNER COMBUSTION USER S CHgCE USER S CHOICE DA STfAU DEAFRAIOR PGA POUNDS PER SQUARE INCH - ABSOLUTE S C USER'S CHgCE CONTROL DIA DIAMETER PSID FOUNDS PER SOUARE INCT - DIFFERENT. DAG PRAYING PSG POUNDS PER SOUARE INCH - GLACE - Y - DIAPHNAGM -. 0 OL CHOICE Orr(REM1NMI CPSS - ELEETRO POLISHED STAINLESS STEEL NEC POLY ONLY CHLORIDE ' SPRAYBYL [ VOLTTAA GE SENSOR (P.m, [LENIENT) B FILTER MSSEL (CARTRIDGE, MERA, CARBON, PRFCOAI AIR) PMDF POLrvINYLIDEIVE FLUORIDE FLOW RATE RATIO (FAAL11pN) ^^� P - eIIC 41%CF G USER'S CHgCE GLASS, LADING DEVICE FC FAIL CLOSED Pvi PLR. wATEk EDO FORCED DRAFT DECAR3ONATOR VESSEL RO REVERSE OSMOSIS NANO ATOP IT TIN OPEN RPM RDALUl10N5 PER MINUTE El - SECANT TRAP POWER SCAN INDICATE SCAN ERR EIERGUSS REINFORC_D PLASTIC SB SPRAY SAL GALLONS SCFN STANDARD CUBIC FEET PER MINUTE S 1 TIME TINE SCHEDULE TIME PATE OF CHANCE CONTROL STATION GPO GALLONS PER OWN SOH SCHEDULE LEVEL LIGHT LOW GPH GALLONS PER HOUR SG SPECIER CPA. - SNARLER USER'S CHgCE MOMEN1Aw 410DLE, wl[RMCDMTC GPM GALLONS PER MINUTE SP 5ETP0NT S USERS ['TICE USER'S CHgCE USERS CHgCE SG INCHES OE MENCUR SS STAINLESS STEEL USER'S CHOCE ORIFICE (RESTNEFNTN) HG HAND /OTT /AUTO SSP STRAIGHT SIDE REACT - HP HORSEPOWER SSE STAINLESS STEEL TUBE it YC COUPLING PRESSURE VACUUM POINT (TEST CONNECTION) ADIATI HOPE I.RH DENSNN ANN xxx SW SEAL 'WATER RADIATION HEAT FxCHANGER RR (MUM M OR CHENICAL STORAGE. ECNRALIZABON) SPEE DECDAD INTEGRATE, TOTALIZE H% SPEED, FREQUENCY SAFER SwRICH rA INSTRUMENT ,MR TDH IOTN P.A. HEAD (FEET OF !WO) IEMPERATUDE TRANSMIT IO INSIDE pwETER INP MICAL 16 UIiRAFII(P u00ulE MuLTNARUBLE muLitFuNnom MULTIFUNCTION MITER (AHOIATOP, AERATOR) W ULERAVIOLCI LIGHT (STERILIZER, ETC OR ON REMOVAL) VIBRATION, MECH- ANALYSIS VALVE, DUPER LOWER MD MFMBRI C DEGASIFIEA CONTACTOR VAC VACUUM WEIGHT. FARCE WELL ANN VD VACUUM 0EGASFIER VESSEL UNCLASSIFIED x-AMIS UNCUSSFIED UNCLASSIFIED BOC - MMFERWL HE CONSTRUCTION LED VARIABLE FREOUCNC" DRNE EVENT, STATE OR PRESENCE r -RATS RELAY COMPUTE CONVERT Lew - MANNA WC WATER COLUMN POSIl10N, DIMENSION TAXIS DANER, ACTUATOR, uNCG$SFIED FINAL CON FIX ELEMENT NO - NOR., OPEN NC - NOR'., CLOSED A NE - NANQILEER E PROCESS AND INSTRUMENTATION RAY N F P I LOSENA SW AENG EET ONE MAIM 0727W - O, I SIEMENS °1.2 F .6- 5- STD eODDLA- 0 x..ASU, I �.,. DU FAR AI PLOT SCALE m ADAM 4LLUS1 amsmy. mx ° o : A c r Irr ti.,�e �..:<..... WD IFS ,AI,A AWON' Ear Fa. ' Jr 3 i, I ' 0 - P. 1 7 I 6 1 5 1 4 1 - 0 I 2 I 1 CM s a STS „6H.RKm V m Ma v x:' ° 01 V.I PC 1: -\ • r. l.al. NOTOP SIMPER ' (.s� .v � 1OS1 COoLO a PRO m-,m as6> Pd , EmWS, „®. " e .. --- , - .- [+rum d E.wus oder 13033.333 NOLCATIS 313.313.37 P3. SAP PIS PENTRIPLLOAL Pule IN 3 M AND KT<A m.TF�wo 0 0 0 AUTO VALVE ACTUATORS 6-`-',": > „ w Q.. mrs sw.LIm n KO TO P_L " O:1 " E PP v.� w oW�� XT. .gym sum E m a�5 �NO<w .�,.,� - P O RETURN K srNE W s 13,C.A. PROPORTIONAL WOO �Iaa o�L cOYO1 s >A LACK ,K .•�T <� / IMI oO mE APP. 11 MB IM ��> C7 U Q W wo+IKTwmG - SPP. xman m -,00 03.151 .� -�oO m M r E.wm OP PAPPIrCEL PL. PRP 311,30 S OR 3111 10 SLUMP S.PPL 13.33 THEN RP .3 PLC K �( Twm. " c.0s0i ''" sA MEW AIA1eM 9 ►�I� NOM 11121111122111202 MI A 0_o-. aa-. 0,.-+ 0 0 m I+R.3PPI 5.[n T O � SPLIPTOR 5., PUMP *Tx US NI er S., .n(N P[ oe .0.v000�rm gESSTmn UPTEF x / M A ' PROCESS AND INSTRUNENTATION DIAGRAM .o:,3w�o- • N LEGEND SHEET TWO • I/ • .n uT., �a9e. ' I SIEMENS r.' �°"�• 9 50.5 . , OB -9 - 06 -935 -6217 :TO 6OPOE=- 0106- 23■360, I NAT, AE. I 1 I 6.a - .• AT .Lm SCALE m, .w wELE.sE o.. o.. c,.. ,..e M. K• nm ,..,..., n, J .� ' 07770 - -o, I v 2 7 3 1 o 3 1 7 I 6 1 3 I a I 3 I 2 I 1 a6.1/606Z \) D 1wst /60 NI >- - T i lm.) — 4G0[a 6 > ,....,_—,1 4 ■ TRAV �1[aw r ' LAM (D w DA MON � 1 1 DVISOL PAVE VIVO J �s .. 1 D 1 6 • - - M 1 .ado. POWSP /__N /6062 VP •OTOC NSA/V /60. Vs 60 kuPSIVA 316 667 PRELIMINARYA 401 FOR CONSTRUCIION 4^rRT `" PROCESS AND INSTRUMENTATION DIAGRAM RAINWATER HARVESTING TREATMENT B DISTRIBUTION SYSTEM N6A' „-0 SIEMENS:ob` " ._ ,00.9„_6,,, n0 . ro6A- 0106 -z. »601 Nis a.. I I — PAP • • AS am S., n1, „�,.,, A[��66 6.6 0« ...6 a> ......., 6..v ...., ..e .o.o� >[ ,,,a �.' 1 .' J 07;3=0, 1 3 06 3 1 o PLC a0I0 -0 to 12.2.71 s +-✓ Kvic 1( D r Gary Noble From: Shawn Glenn [sglenn @wolcottplumbing.com] Sent: Thursday, May 13, 2010 11:31 AM To: Gary Noble Subject: The Knoll Rainwater Harvest system Attachments: side uv -pfs P &ID Generic 07270- 01.pdf • Gary, Info as requested: 1. 6 Downspouts 2. 235.5 linear feet of gutter 3. Detail of city water connection to rainwater system attached — Page #3 Thanks Stun clean Shawn Glenn Wolcott Plumbing Estimator / Design ext 118 • 1