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Home My WebLink About0075309-Plumbing (interior) e OSHKOSH ON THE WATER Job Address 2150 HICKORY CT CITY OF OSHKOSH No 0075309 PLUMBING PERMIT - APPLICATION AND RECORD Owner BEDROCK BUILDERS INC Create Date 01/13/2000 Category 410 - Residential-Interior Plan Dip Well F Prep Sink Gar Drain 2 Drink Ftn Serv Sink Soda Disp Wait. St. Shamp Sink Coffee Maker Ice Chest FlrlWst Sink Int Grease Trap Exam Sink Catch Basin Ext Grease Trap _ Sculry Sink Wash Ftn Hand Sink Urinal Plaster Sink Standp Rec Surgeons Sink Ice Maker Contractor BEDROCK BUILDERS INC Bathtub 1 Shower 2 Ejector/Grind - - Whirlpool 1 Floor Drain 1 Water Softner Lavatory 5 Lndry Tray 1 Local Waste - - Toilet 4 Lndry Stndp 1 Clothes Wshr Res. Sink 1 Disposal 1 Bidet - Bar Sink Dishwasher 1 Beer Tap Water Heater Sump Pump 1 ' Dent. Oper. Site Drain Classrm Sink Lab Sink Roof Drain Breakrm Sink Sterilizer Use/Nature of Work Valuation Issued By NSFR Size Material Type # Conn. Type Sanitary Sewer Storm Sewer Water Service $11,000.00 Plan Approval $0.00 $96.00 Permit Fees Date 01/31/2000 o Permit Voided I In the performanc~;of this work, I agrEfe to rrorm all work pursuant to rules governing the described construction. Signature 1~,..&IA- ';j. Jl~ r Date / /31 to . Agent/Owner FOND DU LAC WI 54935 - 0000 Telephone Number 920-926-9933 Address 212 N MAIN ST 'l. f' H C T #Of Hot Cold Total 0.5 1.0 1.5 Auto Washer 0.5 0.5 1.0 Bar Sink 1.5 1.5 2.0 Bath Tub 1.0 1.0 1.5 Bidet 1.0 0.0 1.0 Dishwasher 0.0 0.5 0.5 Glass Filter 0.0 3.0 3.0 Hose Bib 1.0 1.0 1.5 Kitchen Sink 1.0 1.0 1.5 Laundrv Tub 0.5 0.5 1.0 Lavator 1.0 1.0 1.5 Shower 0.0 2.0 2.0 WIC FIT Total P.O. G.P.M. Meter Heater Softener Disposal F.D. Job Name And Address Min. PSI Water Service Line and Size f\ (\ (' ---0,--,- 0-----0-__ DENOTES PROPOSED SIL T FENCING, lYest \~ \ \1--\ \(1 \8 \ \?j \ \~ \ \(1 \ \0 0 \C \ \?j \ \~ \ \<JJ \0 \ \ '0 \ \ \1-:cJ \ \~ ~ - ~ 0 ~ ~ '::.. 1) a ("- ] 0> C N ~ ~ A o '::::t> \P o -\ ~ :::> ......J North 100 YEAR FLOOD LIMIT ~:~ sS~~:T :~;;~ wi \ ~.~ \, e:N. DETENTION "7-: \ o.~~ / \ ~~ \I~: 10' DRAINAGE . / I . . -r\\ ~ EASEMENT : \ 7~? 7 ,~ _7527 South LOT 307 . I ' ..e ~ __ J-----a-p--.1._.",-,.\ \ \ . 30 L- - 0 . \' _ \'l~~.:=~_/'- O'~_!O~ YEAR !:~~~.~MlT I \ \ 1\\ g ~ \ a I' t--3 ~ I ,: ~ \ ~. .;:: ,,\~ ~ \ \ ., \ \ \ o Ie Z 1'1] l~ ,;;\ CJ 1,-- I~ I~ LO T 309 \ \ I \ I': I o SCALE: I" = 40' I I 40 80 DECEMBER 23, 1999 ROEHLIG ') , --" \;--91 Cj '\~J &. . ubi J " LAND SURVEYING & CONSULTING LTD. ('"':, ~ ;:,. ~ ") NO. 3596C 4041 Slale Road 91 · Oshkosh WI · 54904 (920) 233-2884 Tv~) .~~.. )b.' 8: 0 .---' ~ /g,o t' I ~3.2~O /fy 60.,0 .....;.. ,';. ~:';"'::~ ;'';''_ "'. -,".... .'~...-..... "+~',~'''''''..i.':''7":">r:...~'::'-i:.:r;;:;.:.,,.,,_.. ..:......;: .,"..., -..... ."__" .~ _....'.' )NE C?RlvV:'! I b N: RE a'LJ [RED~T6 . cA'0'C'Ol!AfgWAT"E R' SERVIdE::~:{tZE',':~;- , "', ";. .,., ....4. .~= :' .,<.. 'C:',:.~~~~:.~:;: ,:~:;~-~~~~~~~~~'~~~~~{;r~';-::'..~.'!;~" ':~~~'~3:::0.':~~,..:.~.:1;:;':'; .~: 1. 'Demand of building )n~ bun~jrj3:J;h~~~.IIiT1~;;~~-~.:0hute.;' Si:[O .;;:. -. . . .' ..... ,.>.: ~:.., ....~....f. --::';::_.: ~.~ ,";.. . . ,"... : Differen~e inel~va'ti~:in.fro.0fn?i,r,:?:c.:~~1,~6~a'I'pY~ssu!'e ~0K t? bUilding control varve.':(f~-et) ..!:>-' :::e~~;:t~;9:if~~~~~~~e~~~~~~~~u~J:i~.~~u:Xto~t:~:~:Z 2.-H;;;rcl~~~:C., Low pressure' at main in stre:~'t"o'r:e~~rnal pressure tarik. ( 54- .. (psi) 72 t>e~ ~ ~\\ 12 J ~ ~ \'41) S jJ( ? A-t'l- A"'. <:. \3 e..- ;2 \ ~() I}-\ I L1o') uT , WATER CALCULATION WORKSHEET " ~~/1- '/;2.. f5 j / tJAs~ ~ ...~;f;~tt)ik~~{ii... . 2, 3. :4, 5, 6, t ?-\ ,- d J-. Low pressure at main in street or external pressure tank,(value of #- 5 above) CALCULATE WATER SERVICE PRESSURE LOSS /.2... 7, Determine pressure loss due to friction in ! Vy inch diameter water ser/ice. q- -.. ....., __ (...S- .,. 7.\ - -;::- /.- 1;::J.. Subtract value of"7" ?-j;;j- subtotal r;. ct.!,,; 8. Determine pressure loss due to elevation, (multiply the valt.:e of #- 2 above by .434) Subtract value of "8" ;;2~ I") ~ subtotal "..2",- }o J > 9, Available pressure after the bleg. control valve. (enter in "6" below) B. . CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") Available pressure after the bldg. control valve, (from "9" above) Value of "8" 02.) c. D. E. Pressure less of water meter (when meter is required) Subtract value of"C" /0 Pressure at controlling fixture, subtotal ~..2. 70 Subtract valt.:e of "0" ~ fJ subtotal .5.-4 7 / Difference in ejevation between the building control valve and the controlling fixture in feet ~'1:l. X .434 psi/ft. Subtract value of "E" J:.' y st.:btotal ;;;~ 0 F, Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlfing fixture. Subtract value of "F" g:() subtotal / h--, c;J Divide by value of "G" ~?~ /"\ / subtotal , 30 Multiply by 100 "A" = :3 Dr () (:. G. Deve!oped length fcs..m building control valve to controlling fixture in feet Z J X 1.5 A. Pressure available for uniform less .., '>\. l.....~ii ~ "'-11---" I' 11 'j1 3jJ - ..-...l\ V III ..."ut....._._. . .._"_ _..___W.rl____L.....___ 02> p~ ( t I :11 '11 ----- ( i j -- "'1'+ - ".-.-.'"-..,..'--'- --..~-.-,..--.. j ( !i .jj !1 t ".. , !! 11 I Ii \ i r .. .J.+ ~3~ij . .1 , I " II , I 'I . .~ J ~ l , I J'i .' I: j ~ " i! 1j I, :1 I! . .H 11 ;! '7 .- y/1 ~:"-' . ~0~IO Pr I 0(~~ ( Os --.-..--,....... t 0 \.0. ~r;o " -'~~"--'-T" '" .f /e:< j02 _ /"'. k_:f".___ O,S- '0 ___0.__.. /-Q---- - .:3~o /---... ) i"") / Fixture Listing Date: April 27, 2000 ~. Name: BEDROCK BLDRS Project: NSFR Street: Street: 2150 HICKORY CT City: City: Non Public Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 2 Bathtub, with or without shower head 3,00 3,00 4.00 1 Dishwashing Machine 1.00 ,00 1.00 2 Hose Bib, 1/2" diameter .00 6.00 6,00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 5 Lavatory 2.50 2,50 5.00 2 Shower, per head 2.00 2.00 3.00 4 Water Closet, gravity type flush tank .00 8.00 8.00 Hot Cold Total Total Water Supply Fixture Units 11.50 24.50 31.50 20,6 Gallon per minute demand ofthe building, Predominatly Flush Tank 1,6 Pressure available for uniform loss, For the table use - 2.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 ~ Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D, .569 0 ,811 1.055 1.291 1.527 2,009 2.495 2.981 3,935 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 1.5 0 4 8 13,5 21 43 77 123 255 Maximum FM WSFU 0 0 0 0 5 7 35 136 381 1389 Maximum FT WSFU 1.5 0 . 4 10 19 32 103 260 490 1389 ~ WATER DISTRIBUTION DAT ASHEET Date: August 25, 2000 ~ ) Name: BEDROCK BLDRS Project: NSFR Street: Street: 2150 HICKORY CT City: City: I. 20.6 Gallon per minute buiding demand, predominatly Flush Tank. 2. 55.0 Low pressure at the Main in Street. 3. 4a, 5, 6. 48.6 Lbs of pressure available at the Water Meter. This value is entered in (B) below, The (A) value listed below is determined by using the following formula, then rounding the result up, A = B-(C+D+E) x 100 F A. ~ Pressure available for uniform loss (psi/100 feet of pipe), ~. ) B. ~ Lbs of pressure available at the Water Meter. c. ~ Pressure needed at the controlling fixture. SHOWER-MASTER BA THRM D. ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture, E. ~ Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture, Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I I 1/4 I 1/2 2 21/2 3 4 Actual I. D. .569 0 ,811 1.055 1.291 1.527 2,009 2.495 2.981 3.935 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 5,5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4,5 7 16 38 144 369 731 1833 Maximum FT WSFU 6.5 0 17.5 34 60 110 270 480 776 1833 /"""'\ ! / WATER DISTRIBUTION DATASHEET Date: August 25, 2000 .~ I / Name: BEDROCK BLDRS Project: NSFR Street: Street: 2]50 HICKORY CT City: City: ] _ 20.6 Gallon per minute buiding demand, predominatly Flush Tank. 2, 55.0 Low pressure at the Main in Street, 3, .0 No water service, 4a. .0 No water lateral. 4b.~ No 2nd part water lateral. 5. 2.4 6. 52.6 Lbs 0 pres ure aVaIlable at the Water Meter, This value is entered in (B) below. The (A) value listed below is determined by using the following formula, then rounding the result up, A = B-(C+D+E) x 100 F A. ---TI Pressure available for uniform loss (psi/I 00 feet of pipe). ~ J R ~ Lbs of pressure available at the Water Meter. c. ~ Pressure needed at the controlling fixture. SHOWER-MASTER BA THRM D_ ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture, E. 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F. 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture, Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 I I 1/4 I 1/2 2 21/2 3 4 Actual 1. D. ,569 0 .811 1.055 1.291 1.527 2,009 2.495 2.981 3.935 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 ~ ; / WATER DISTRIBUTION DATASHEET Date: August 25, 2000 ~ l j Name: BEDROCK BLDRS Project: NSFR Street: Street: 2150 HICKORY CT City: City: 1, 20.6 Gallon per minute buiding demand, predominatly Flush Tank. 2, 55.0 Low pressure at the Main in Street, 3, .0 No water service. 4a, .0 No water lateral. 4b,~ No 2nd part water lateral. 5, 2.4 Lb loss from a lin Meter 6, 52.6 Lbs of pressure available at the Water Meter, This value is entered in (B) below, The (A) value listed below is determined by using the following formula, then rounding the result up. A = B-(C+D+E) x 100 F A. --2! Pressure available for uniform loss (psi/IOO feet of pipe), ~ ) B. ~ Lbs of pressure available at the Water Meter, C. ~ Pressure needed at the controlling fixture, SHOWER-MASTER BAlliRM D, ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture. E, 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture, F. 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .485 .584 ,681 ,875 1.069 1.263 1.653 0 0 0 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0 ~ j WATER DISTRIBUTIO~ DAT ASHEET Date: August 25, 2000 ~ , Project: NSFR Street: 12150 HICKORY CT Name: BEDROCK BLDRS Street: City: City: 1. 20.6 Gallon per minute buiding demand, predominatly Flush Tame 2. 55.0 Low pressure at the Main in Street. 3. .0 No water service. 4a, .0 No water lateral. - 4b,~ No 2nd part water lateral. 5, 6.4 Lb loss from a 3/4in Meter 6, 48.6 Lbs of pressure available at the Water Meter. This value is entered in (B) below, The (A) value listed below is determined by using the following formula, then romiding the result up, A = B-(C+D+E) x 100 F A. ~ Pressure available for uniform loss (psi/l 00 feet of pipe). ~ ) B, 48.6 Lbs of pressure available at the Water Meter. C. 20.0 Pressure needed at the controlling fixture. SHOWER-MASTER BATIIRM D. ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture. E, 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture. F, 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D. .485 .584 .681 ,875 1.069 1.263 1,653 0 0 0 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0 ~, j.i ~CJpp~ Pe-')l ~ $;0 V-- ~L /~ - 3.:;- /1 /(:"...? t" 3.).. '" '*f - \}, 0 /Y1 lOu," WATER CALCULATION '."'" .~. ...., .. . "_." -~e..J.. . v . <J", <- UNF6~MATlb t,trfEQtiiRED~~rcWc'6~~~~:'::':S .d.:::.~;::..z,!;:~;.r.,:~.~:?~.;;-: " UM ~- ~- ~, }:: :;'~~~a~J~; ~~i~i~W~;~JJf*~l~:f~~YJ~~"~f'~' ~." ;;C:~~'~~t~~. ,', '"", ,>.:" '::..~' '," .::~'.:: -(;:~:;::~~:;~~~}.~::~.:.~~~~... ~::.:.:::' -~ u' " ,~:~:.' "." :: ."; ...~ .... - . Oifferen~ in.e!~v.?ti~:r) frorh:~fD~.ib,:~l~#~.rrt?i;pi~s~ufe ~n~ t6 building control v?lve.' .' ':(f~etj ~ I' S~e Of~1te;je:*'~~j~lilf~t~:~~%t~ii+:r5~' 1-1(2'~;2'~~~i;;:; ,. Oevelop,'e<:f1efigth :frot.n:rn.~jn".~'r:EigWr:D~r pfessllre .ta.ri~ ~o)juildinggontror valve. '~:':'~~1(feeir~:J~)"'1 . Low pr~s~~r~~t~ii~-\h:~~~~r;g~~:!~~;;~~; pre~~~;~c~n~;': 'J' ......;:.?f~~;V ~S~ :4. . g, dl sa ~\d~ L~_ os/-( . ~ ,.--....,. ; 2. 3, 5. CALCULATE WATER SERVICE PRESSURE LOSS 6. Low pressure at main in street or external pressure tank,(value of # 5 above) Determine pressure loss due to friction in \ %J inch diameter water service. S'"lf 7. Subtract value of "7" 7, ,:.1;- subtotal 41",,~7;~ 8. Determine pressure loss due to elevation, (multiply the value of # 2 above by .434) ).,11 Subtract value of "8" Available pressure after the bldg, control valve, (enter in "B' below) subtotal y.,-/, 7_ ~ ~os-tv... f1v.....t,D- As. / V~;)' t\ J iYl C. Oo.'Vh 0 t+ ~ . CALCULATE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF "A") Value of "B" .s;~ Subtract value of "C' to subtotal '1 \- Subtract value of "0" "20 subtotal .;t) Subtract value of "E" 'SA., r subtotal I Ca- ~.2- 8, Available pressure after the bldg. control valve, (from "g" above) C, Pressure loss of water meter (when meter is required) D, Pressure at controlling fixture. E, Difference in elevation between the building control valve and the controlling fixture in feet -,..0 X.434 psi/ft. F. Pressure loss due to water treatment devices, instantaneous water heaters and backflow preventers which serve the controlling fixture. Subtract value of "F" X,O subtotal g:. 52- Divide by value of "G" -::::2 ) .~ subtotal ,1 >'7 Multiply by 100 "A" = ) ;: ;-'( \ G. Developed length ~ building control valve to controlling fixture in feet '> ~ X 1,5 . A. Pressure available for uniform loss H C T #Of Hot Cold Total /..- 0 t;);:5 1.0 1.5 Auto Washer I to LO /... ~ 0.5 0.5 1.0 Bar Sink 1.5 1.5 2.0 Bath Tub .:; -5'.0 <_ 0 t/O 1.0 1.0 1.5 Bidet 1.0 0.0 1.0 Dishwasher J 10 j,o 0.0 0.5 0.5 Glass Filter I ,\ ..- ,) 0.0 3.0 3.0 Hose Bib ~ h_ Q ~_O 1.0 1.0 1.5 Kitchen Sink / /,.0 JrO /-S 1.0 1.0 1.5 Laundry Tub J /.._0 10 /...-)' 0.5 0.5 1.0 Lavator S- ,:2) 2-) _5:.0 1.0 1.0 1.5 Shower .:? -20 "2_0 5-- 0 0.0 2.0 2.0 WIC FIT 1/' 1);0 8;0 Total P.O. IL4}' ;)::>.0 3..J 0 ) r.-:' G.P.M. ;0 /. () c;, IJ 1#1 Meter ~" jl\ Heater v Softener .(.../ Disposal ~ F.D. .....- Job Name And Address N-.215' Min. PSI ~ Water Service Line and Size ~ I ) (J -sJ-l P,4/1- 4 ~ c ;;;; J SO ,.).J Ie 7&'1 Co -r _ ,/>V1' /~ ) APR-28-00 FRI 7:48 AM AI MCDERMOTT FAX NO. 92023 16041 A-'l{-rJ; (??f I f> ~. /- /- 2.- :2.- SWITCH t- .// /.... #. ./h.l Pv' ..t'J ;';'cr /003 ~.6c:J t::rr"'l --,- 10 X :2'-0:2- y.-.~v;..,:... ' fJ0- f/ {f:-.. ~ Uc;> w~ (1&," U C' J( tJ~wc.. P. 2" ,1""\ " 3D?, V;J.... 9:;.07 /fe,rl2. $1';; 0 C) t. 7Z 3, h I .5:.-r /r-rt .sr;\J""~ ~w; ~ rfo 9J /"7J St-t- I()-./'r f' V"~SSuv<!... /A..J Ya V. J( 16 rr~ INSTALLATION - . TO SYSTEM -R~$.L€~__fv~IF ;3a ? .0 ~ (;,01,)"- ... "..!r (/rl-p. jl- ~ . . 1tJ(tT- Pr ~. . ... . . ", . ~.~.' .~ I ./ (0 ~ j -' . '.. .'::. :.'::,..:~..,:,~::. ., . . =::"-""'\"~"-";=--"'~'1'~ .~,- 'tJ'~'" ~,.;.~- ..~':; ~..i-..li...-.p---. ~~: . :. . ''1l > :. :.:..~.x: :~~ ~~.f,~~~'h..~____~_ . APR-28-00 FRI 7:47 AM AI MCDERMOTT FAX NO. 9202316041 P. 1 '\. n O~HKOSH 54903 0 GREEN BAY 54303 ~P.O. DOX 2604 901 MORLEY ST .~ Phone (920) 231-7080 Phone (920) 499.4253 ; FAX 920.231.6041 FAX 920-499.1351 _ o WAUSAU 54401 .908 TULIP LANE Phone (715) 359-6575 FAX 715-35S-5193 Ie F"AX lra~s!!Zissi(j~ II ?iI, ?1teZ>~ e,." IHe~ i'~'P~ . -(::~---y- - ~ ~~ o MUSKEGO LYONPUMPDIV S81 Wl9150 APOLLO DR. Phone (414) 679-4440 FAX 414-679.:>4448 Date ~---?..r?- Time BAM 0 PM Number of Pages (Including This Cover Sheet) If you did not receive all the pages, or have a question, please call. To: Company Name ... From: Name b C-re-/J/ P7:/.J/ . O-Ue- Address Subject Attention /fr, ~ ^J FAX Number 92-0 - 92-6 - 06j<j REMARKS : 4-e Y'~ , \ .~VJ) ,t7. " ~v '-.r ~r/t.....~ J~ , YJ('~ I .n, -^ . __ .~ t" v V ~ SYJ:r-r rl./l ~ /M-/) ;0 U ho..n /"I 1;// I , , 11 t.P v.J (<- Cue v ze;. 6-f:!wt_ #.Pi2 Cct:>S fJ' o~ ~ .q::!et..<j d!r /f-11A r ~ ('"cSt't . . . ~ ~ , A, " ?1(.,Z'~ ~## flU; - "Wholesaleto the Trade Since 192011 WATER DISTRIBUTION DATASHEET Date: April 27, 2000 Project: NSFR /'"""'\ ) Name: BEDROCK BLDRS Street: Street: 2150 HICKORY CT City: City: 1, 20.6 Gallon per minute buiding demand, predominatly Flush Tank. 2, 54.0 Low pressure at the Main in Street. 3, 2.2 Lb loss from a 5.0 ft difference in elevation from Main in Street to the Water Meter, 4a.~ Lb loss from a 21.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop, Pressure loss detemined using a C value of 130, inside diameter of ,995 and a velocity of 8.5 ft per sec, 4b,~ Lb loss from a 54.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WWA C901 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 7.5 ft per sec, 5. 6.4 Lb loss from a 3/4in Meter 6, 37.5 Lbs of pressure available at the Water Meter. This value is entered in (B) below, The (A) value listed below is determined by using the following formula, then rounding the result up, A = B-(C+D+E) x 100 F ~ A. --1 Pressure available for uniform loss (psi/100 feet of pipe). B. ~ Lbs of pressure available at the Water Meter, C. ~ Presswe needed at the controlling fixture, SHOWER-MASTER BATHRM D. ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture, E, 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture, F. 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture, Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual I. D, .485 .584 ,681 .875 1.069 1.263 1,653 0 0 0 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 1 1.5 2,5 5.5 9,5 14,5 30 0 0 0 Maximum FM WSFU 0 0 0 0 0 5 14 0 0 0 Maximum FT WSFU 1 1.5 2,5 6.5 12,5 21 55 0 0 0 ~ l WATER DISTRIBUTION DAT ASHEET Date: April 27, 2000 /'\ Name: BEDROCK BLDRS Project: NSFR Street: Street: 2150 HICKORY CT City: City: 1, 20.6 Gallon per minute buiding demand, predominatly Flush Tank. 2, 54.0 Low pressure at the Main in Street. 3. 2.2 Lb loss from a 5.0 ft difference in elevation from Main in Street to the Water Meter, 4a. 3.2 Lb loss from a 21.0 ft I" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop, - Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 8.5 ft per sec, 4b. 4.7 Lb loss from a 54.0 ft 1 114" PE Tubing CTS ASTM 2737 A WW A C901 water service from the curb stop to the Water Meter, - Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 7.5 ft per sec, 5, 6.4 Lb loss from a 3/4in Meter 6. 37.5 Lbs of pressure available at the Water Meter. This value is entered in (B) below, The (A) value listed below is determined by using the following formula, then rounding the result up, A = B-(C+D+E) x 100 F ~ A. ~ Pressure available for uniform loss (psi/I 00 feet ofpipe), B. ~ Lbs of pressure available at the Water Meter, c. ~ Pressure needed at the controlling fixture. SHOWER-MASTER BA THRM D, ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture. E, 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture, F, 52.5 Ft Developed length from the 35.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 1 1 114 1 1/2 2 21/2 3 4 Actual 1. D, ,569 0 ,811 1,055 1.291 1,527 2.009 2.495 2,981 3.935 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 1.5 0 4 8 13,5 21 43 77 123 255 Maximum FM WSFU 0 0 0 0 5 7 35 136 381 1389 Maximum FT WSFU 1.5 0 4 10 19 32 103 260 490 1389 ~ ." ,/''' Fixture Listing Date: January 31, 2000 ~. ! / Name: BEDROCK Project: NSFR Street: Street: 2150 HICKORY CT City: City: Non Public Use Fixtures 1 Automatic Clothes Washer 1.00 1.00 1.50 2 Bathtub, with or without shower head 3.00 3,00 4.00 1 Dishwashing Machine 1.00 ,00 1.00 2 Hose Bib, 1/2" diameter .00 6,00 6.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 5 Lavatory 2.50 2.50 5,00 2 Shower, per head 2.00 2.00 3,00 4 Water Closet, gravity type flush tank .00 8,00 8.00 Hot Cold Total Total Water Supply Fixture Units 11,50 24.50 31.50 20.6 Gallon per minute demand of the building, Predominatly Flush Tank 35.9 Pressure available for uniform loss, For the table use - 36.0 Maximun Allowable load for Copper Tube Type M, ASTM B88 ".-.... ) Nominal Size 1/2 5/8 3/4 I I 1/4 1 1/2 2 21/2 3 4 Actual I. D, .569 0 .811 1.055 1.291 1,527 2.009 2.495 2,981 3.935 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12,5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4,5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17,5 34 60 110 270 480 776 1833 ~ ) .. Fixture Listing Date: January 31, 2000 ~ ) Project: NSFR Name: BEDROCK Street: Street: 2150 HICKORY CT City: City: Non Public Use Fixtures Hot Cold Total 1 Automatic Clothes Washer 1.00 1.00 1.50 2 Bathtub, with or without shower head 3.00 3,00 4.00 1 Dishwashing Machine 1.00 ,00 1.00 2 Hose Bib, 1/2" diameter .00 6,00 6.00 1 Kitchen Sink 1.00 1.00 1.50 1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50 5 Lavatory 2.50 2,50 5.00 2 Shower, per head 2.00 2,00 3.00 4 Water Closet, gravity type flush tank .00 8,00 8.00 Total Water Supply Fixture Units 11,50 24.50 31.50 20.6 Gallon per minute demand of the building. Predominatly Flush Tank 35.9 Pressure available for uniform loss, For the table use - 36.0 Maximun Allowable load for Crosslinked Polyethylene (Pex) Tubing ASTM F876 ~ ,/ Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual 1. D, .485 ,584 .681 .875 1.069 1,263 1.653 0 0 0 Value ofC 150 150 150 150 150 150 150 150 150 150 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 4.5 6.5 9 15 22 31 53 0 0 0 Maximum FM WSFU 0 0 0 5 7 15 56 0 0 0 Maximum FT WSFU 5 8 11.5 21.5 35 57 140 0 0 0 ~ ) " WATER DISTRIBUTION DATASHEET Date: January 31,2000 .~ ) Name: BEDROCK Project: NSFR Street: Street: 2150 HICKORY CT City: City: 1, 20.6 Gallon per minute buiding demand, predominatly Flush Tank. 2, 72.0 Low pressure at the Main in Street. 3, 2.2 Lb loss from a 5.0 ft difference in elevation from Main in Street to the Water Meter, 4a,~ Lb loss from a 21.0 ft 1" Copper Tube Type K ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 130, inside diameter of .995 and a velocity of 8.5 ft per sec. 4b,~ Lb loss from a 54.0 ft 1 1/4" PE Tubing CTS ASTM 2737 A WW A C901 water service from the curb stop to the Water Meter, Pressure loss detemined using a C value of 150, inside diameter of 1.060 and a velocity of 7,5 ft per sec. 5. 6.4 Lb loss from a 3/4in Meter 6. 55.5 Lbs of pressure available at the Water Meter, This value is entered in (B) below, The (A) value listed below is determined by using the following formula, then rounding the result up. A = B-(C+D+E) x 100 F A, ~ Pressure available for uniform loss (psi/lOO feet of pipe), ~ j B. ~ Lbs of pressure available at the Water Meter. C, ~ Pressure needed at the controlling fixture. SHOWER-MASTER BA THRM D, ~ Lb loss resulting from a 20.0 ft difference in elevation from the Water Meter to the controlling fixture, E, 8.0 Lb pressure loss due to a WTR SFNR serving the controlling fixture, F, 52.5 Ft Developed length from the 35.0 ft actuallength of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4 Actual 1. D, ,569 0 ,811 1.055 1.291 1.527 2.009 2.495 2.981 3,935 Value ofC 130 130 130 130 130 130 130 130 130 130 Velocity in ft per sec, 8 8 8 8 8 8 8 8 8 8 Maximum Gpm 6.5 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 16 38 144 369 731 1833 Maximum FT WSFU 8 0 17.5 34 60 110 270 480 776 1833 /~ ,/