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HomeMy WebLinkAboutPlumbing FIL-399-0710-P Oshkosh Plan Approval Form OSHKOSH ON THE WATER Job Address 760 W 6TH AVE Approval Number 3089 Approval Type Plumbing Plan FIL- 399 - 0710 -P Submitter's Name O'Neill Enterprises Net Days to Address 522 W 6TH AVE Complete Review OSHKOSH WI 54902 - 1 Owner Name DAVID L LYONS Address 2295 ALLERTON DR OSHKOSH WI 54904 - 8211 Type of Plan Interior /Exterior Plumbing for Lyon's Den Tavern Fee $370.00 Date Received 07/21 /2010 Date Approved 7/26/2010 City of Oshkosh Inspection Services 215 Church Ave., PO Box 1130 Oshkosh, WI 54902 -1130 (920) 236 -5052 (920) 236 -5184 FAX O.IHKOfH ON THE WATER July 26, 2010 0' Neill Enterprises Inc. 522 W 6 Ave. Oshkosh, WI. 54902 Lyon's Den Tavern Ref: Plumbing Plan Approval: 760 W 6 Ave, Oshkosh, WI Plan ID# File- 399 - 0710 -P Dear Sirs, Examination of the plumbing plans and specifications for this project has been completed. In accord with Chapter 145, Wisconsin Statute, and COMM 81 through 85, Wisconsin Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulation(s) noted below. 1. The plumber responsible for the installation shall keep at the construction site at least one set of plans bearing the department's or agent municipality's stamp of approval and least one set of specifications. The plans and specifications shall be open to inspection by an authorized representative of the department. Comm. 82.20(6) 2. Municipalities may require that a final test be conducted in accordance with sub. (2)(h) and that the final test, when required by the municipality, shall be observed by the plumbing inspector, Comm. 82.21(1)(b)4.b. Note: A final test of the AAV's is required to be witnessed by the local Inspector. 3. All plumbing installations for occupancies, other than dwelling units, where fats, oils or similar waste products of cooking or food are introduced into the drain system shall be provided with grease and oil treatment in accordance with this subsection, Comm. 82.34(5). Note: Design does not include a grease interceptor, a future menu change may required design alterations. In the event installation of this plumbing system has not commenced within two years from this date, this approval shall become void. A new application accompanied by full examination fees shall be filed and an updated approval received before work may commence. In granting this approval, the City of Oshkosh or its representative does not hold itself liable for any defects in plans or specifications, plan omissions, examination oversight, construction or any damage that may result in or after installation. The City of Oshkosh reserves the right to order changes or additions should conditions arise making this necessary. It shall be necessary for the installing plumber to obtain a plumbing permit from the City of Oshkosh before proceeding with actual installation of this plumbing system or any of its parts. Resppectf y, Paul Wolf, Plumbing Inspector commerce.wi.gov it. isconsi APPLICATION FOR PLUMBING REVIEW AND CROSS CONNECTION ASSEMBLY n Department of Commerce REGISTRATION - Complete all pages - GENERAL PLUMBING Safety & Buildings Division NOTE: Personal information you provide may be used for secondary Bureau of Integrated Services purposes [Privacy Law s. 15.04(1)(m), Stats.] This form may be utilized for fax appointments. Indicate date plans will be in our office: Circle your choice of office: 1.Next available appt In any office 2. Green Bay 3. Hayward 4. La Crosse 5. Madison 6. Shawano NOTE: We reserve the right to re distribute plans to another office if needed to reasonably balance turnaround times. Email address for plan scheduling Is: PlanScheduleicommerce .state.wi.us Toll free fax number (877) 840 - 9172 1. Complete for confirmed appointments *: Transaction ID: v '. L , ) 9 r . 17/ P For more efficient service, you are encouraged to pre - schedule your plan via our web site at Previous Related Trans. ID: http:/ /commerce.state.wi.us /SB /SB- Assigned Reviewer: DivPlanRevSchedLaunch.html. Assigned Office: See our website for next available appointment at Review Start Date *: http:// commerce .wi.gov /SB /SB- DivDailvDoc.html or for plan status check http:/ /commerce.state.wi.us /SB /SB- "Plans must be received in the office of the appointment no later than DivReviewStatusSearch.html 2 working days before the confirmed appointment. 2. Project Information — Fill in all known information Project/Site Name The Lyons Den Number & Street 760 W. 6 Ave. County Winnebago 3. Mailing Information After plans are reviewed, please: (check all that apply) _ Call Customer 1, 2, 3 (circle one number)* _Mail plans to customer 1, 2, 3, (circle one number)* _ Requesting party will pick up. *Refers to customer listed below 4. Complete the following customer information in the boxes below. Designer Information (Customer 1) (Person who stamped the plan) Contact Person or Other, Please Specify (Customer 3) First Name Last Name Commerce Customer Number First Name Last Name Commerce Customer Number O'Neill Enterprises Inc. company Name Company Name 522 W. 6 Avenue Address Address Oshkosh WI 54902 City State Zip + 4 (9 digits) City State Zip + 4 (9 digits) (Area Code) Phone Number Fax Number _(920) 230 -2007 (920) 230 -2008 (Area Code) Phone Number Fax Number email address _ oneillenterprise@ntd.com email address Owner Information (Customer 2) Make checks payable to Dept. of Commerce, Attach check here. First Name Last Name Commerce Customer Number David Lyons. Company Name 760 W. 6 Ave. Address Oshkosh WI 54902 Total amount due (From Page 3) $ 370.00 City State Zip +4(9digits) Minimum Fee $85.00 (Area Code) Phone Number Fax Number Revenue Code 7657 THIS FORM IS VALID THROUGH January 2010 SBD -6154 (R. 03/01/2009) 1 SUBMIT ADDITIONAL PAGE 2 FOR EACH NON - IDENTICAL BUILDING OR TENANT SPACE E. BUILDING SPECIFIC INFORMATION (X) New ( ) Addition/Alteration ( ) Revision to Previously Approved plan where approved construction has not been completed ( ) Sovent/Provent Must be submitted to the Shawano office. ( ) Structure is greater or equal to 5 stories in height ( ) Project is Apartment/Condo only ( ) Healthcare Related Facility ( ) Multiple identical buildings Number of identical buildings being submitted (NOTE: Must be on same site) Indicate Building/Tenant Designation for Each Building and/or Tenant Space (Attach Additional Pages if Necessary) Building /Facility Name /Designation Previous Tenant Name Building /Facility Address Item Des+±riptlttn — Indicate Items Included with this submittal Fee Computations (doubled for inlstallation,witut approval) (Check appropriate box and enter fee) Calculate the Rsgtired for this bulidlitg fees separately for each building. Fee indicate here the total number of interior fixtures, including roof drains and hose bibs being submitted for this building. TOTAL # 6. BUILDING SPECIFIC SANITARY: Select ONE of the following six options and enter the corresponding diameter or Drainage Fixture Units (DFU) and enter fee 1. (X ) Interior Sanitary Drain & Vent System and Exterior Sanitary Diameter of sanitary building sewer(s) in inches. 4 "_ x $50.00 200 Building Sewer 2. ()Interior Sanitary Drain and Vent system only. Diameter of sanitary building sewer, in inches, required to serve the building. x $50 3. ( ) Exterior Sanitary Building Sewer(s) only. Diameter of sanitary building sewer(s) in inches._ x $30.00 4. ( ) Interior Sanitary Drain and Vent system within an addition or DFU's new, added or relocated remodeled building. See fee Table 1 on page 4 to convert DFU to a fee 5. ( ) Multiple exterior Sanitary Building Sewers serving the single DFU's new, added or relocated building, and the interior Sanitary Drain and Vent system See fee Table 1 on page 4 to convert DFU to a fee 6. ( ) Interior Sanitary Drain and Vent System with multiple building drains DFU's new, added or relocated exiting the building, no exterior sanitary building sewers See fee Table 1 on page 4 to convert DFU to a fee 7. BUILDING SPECIFIC WATER: Select ONE of following six options and enter the corresponding diameter or Gant>!ta Per Minute (GPM) and enter fee Diameter of exterior water service in inches, or if serving a 1. (X) Interior Water Distribution system and exterior Water Service combination domestic and fire sprinkler system, diameter of interior water distribution immediately after the meter or at the 50 building control valve in inches..._1" x $50 2. () Interior Water Distribution system, no exterior water service Diameter of interior water distribution immediately after the meter or at the building control valve in inches. x $50 3. ( ) Exterior Water Service(s), no interior Water Distribution system Diameter of exterior water service in inches.. x $30 4. ( ) Interior Water Distribution system within an addition or remodeled GPM added or relocated building, no exterior Water Service See fee Table 2 on page 4 to convert GPM to a fee 5. ( ) Multiple exterior Water Services serving the single building, and the GPM interior Water Distribution system See fee Table 2 on page 4 to convert GPM to a fee 6. ( ) Interior Water Distribution system with multiple services exiting the GPM building, no exterior Water Services See fee Table 2 on page 4 to convert GPM to a fee inoudidwith thi subtt li ur j . 1 ( ) Grease Interceptor Number of Grease Interceptors... _ x $85.00, no additional fee if submitted with Sanitary Drain & Vent ( ) Garage Catch Basin Number of Garage Catch Basins... _ x $85.00, no additional fee if submitted with Sanitary Drain & Vent ( ) Oil Interceptor Number of Oil Interceptors... _ x $85.00, no additional fee if submitted with Sanitary Drain & Vent ( ) Car Wash Interceptor Number of Car Wash Interceptors... _ x $85.00, no additional fee if submitted with Sanitary Drain & Vent ( ) Sanitary Dump Station Number of Sanitary Dump Stations... _ x $85.00, no additional fee if submitted with Sanitary Drain & Vent ( ) Chemical System (Not Eyewash or emergency showers) Number of Chemical Systems... _ x $85.00, no additional fee is submitted with Sanitary Drain & Vent ( ) Cross Connection Control Assemblies in Health Care Related Number of Cross Connection Control Assemblies... x$200 Facilities to be reviewed (List on Page 5) ( ) Request to Register Cross Connection Control Assemblies in Non- Number of Cross Connection Control Assemblies... x$200 Health Care (List on Page 5) ( ) Water Reuse System - stormwater for interior use $160.00 minimum for each reuse system. (NOTE: Additional fees will ( ) Water Reuse System - ( ) Water Reuse System - subsurface be charged at $60 /hr if review time exceeds 2 hours.) All Reuse plans Graywater/blackwater irrigation must be submitted separately to the Green Bay office. Page Fee Subtotal $250 Number of identical buildings X above Fee Subtotal. Fee Subtotal (carry to bottom of Page 3) 2 S. SITE SPECIFIC INFORMATION: Fee Computations (doubled for i nstallat i on w Required approval) Check and complete diameter information if included in this submittal Fee (Check appropriate box and make fee computation) STORM - All Storm piping is considered site specific. If the plan includes subsurface infiltration, submit only to Green Bay, Shawano, or Hayward. Indicate total number of exterior fixtures such Drainage area served by the storm plumbing system is: $120 as storm drain inlets submitted with this application _1 (Check one and enter corresponding information) Check all that apply A. (X) Less than or equal to 1 acre drainage to the plumbing system with a single discharge point ( ) Interior storm drain system with a clearwater drain system _ 8 " diameter at discharge point in inches X (If submitting interior storm only, use the roof area to determine the $15 /inch drainage area for fees.) B. ( ) Less than or equal to 1 acre drainage to the ( ) Interior storm drain system without a clearwater drain system plumbing system with multiple discharge points (If submitting interior storm only, use the roof area to determine the Total GPM discharge. See Table 3 on next page. drainage area for fees.) to convert GPM to a fee ( ) Storm Building Sewer C. ( ) Greater than 1 acre drainage to the plumbing system. Acres ( ) Storm Private Interceptor Main Sewer SeeTable 4 on next page to convert acres to a fee. NOTE: Maintenance plan submittal required ( ) Storm water and /or clear water Subsurface Infiltration for Public • If this submittal is infiltration WITH storm, indicate Building submitted with or without a storm piping system $200.00 in the fee column. Storm System Infiltration volume (gal) Select Green Bay, Hayward, or Shawano offices for plans with infiltration • If submitting infiltration WITHOUT storm, calculate the and other plumbing systems. corresponding fee in A, B, or C above as if you were submitting those elements and enter here Add $200.00 and enter the total fee in the fee column. ( ) Clearwater drain system without an interior storm drain system $15.00 /inch diameter of each Clearwater drain system Inches X $15 /inch SANITARY () Submittal of Sanitary Private Interceptor Main Sewer Indicate the number of independent Sum of largest PIMS diameters in inches.. _x $30 /inch connections to the municipal sewer or POWTS (Compute for each independent system and total.) WATER ( ) Private Water Main Indicate the number of independent Sum of water main diameters in inches.. _x $30 /inch connections to the municipal water main or well pressure tank (Compute for each independent system and total.) 10. If the submittal is for a Manufactured Home Community and/or Campground/ Recreational Vehicle Park, indicate the number of sites and enter fee: Mobilrt /Manufactured Home Park and/or Required Mobil a /Manufactured Home Park and/or Required, Campgroiund/lRecreattonal Vehicle Park Fee Campground/Recreational Vehicle Park Fee ( ) 1 -25 Sites $300.00 ( ) 51 -125 Sites $400.00 ( ) 26 -50 Sites $350.00 ( ) Greater than 125 $500.00 Mobile Home Park and/or Campground /Recreational Vehicle Park submittal includes: ( ) Sanitary Dump Station ( ) Exterior Water Service ( ) Exterior Sanitary Sewer ( ) Private Water Main ( ) Sanitary Private Interceptor Main Sewer 11. OTHER FEES ( ) Plan Approval Extension (1 year maximum) $120.00 ( ) Revision to previously approved plans — $85.00 Required — NOTE: Must be scheduled with office that previously reviewed the plans ( ) Experimental Plumbing System (Submit to Madison Office) Number of Experimental Plumbing Systems... x $1,000.00 ( ) Alternate Plumbing System (Submit to Madison Office) Number of Alternate Plumbing Systems... x $800.00 Subtotal From Page 2 (include subtotals from additional Page 2s if used) $250 Enter Total Fee Here and at Bottom of First Page $370 3 _ H3 ou w saasv3a aro w n a s) O o. w.,r,waw w NISNOOSIM 'HSONHSO 'Sp �, AB N•Ya0 N �„ -� al AB 0, N'/1d 102114403 N0150213 ONV 0 s fu / N30 S,NOAI M3N 010E '51 3111 31v0 3n59 305 15140 '01410%10 3115 / ON 13340414 OZSZII '041 3111 1135 31111 13345 ¢ Oo 2 ° Q r J_a�- 2,g2 = 3 g r S I "'" F — • Y ? � 4 /� - . a a s_ ' , o > 9 iw u N 'r-! t ©w wao 'lc, I bi i td w � '"z 7 1S Io aVi_� 'b v w > s w t'''' 1'V 'jyQ E:'d ° a L. g; h O 0 ° ai - O S .1 N V 3 ¢ w J Q :• ,-- V O a� NF 'T'..- 0 w 'S u J p w K 7 Z XW m o N ZZ V �� <00i O W H 1- 2 ° u W G� u= � °. 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Q \ j Q vi U O. � U0 0 JNI ; ,J �` u� 2 (t! 3 68 Z Iv u 2 H '' IN ' � �--► d of ‹c �- J Y1 30 30Od N `'6 c 6 • ► z 0 d 'NHSO JO x _ \— t— 'd SNb1d 4° O J • al w k 6Q i 0 0 ... 2rd o Po o T ..,1,3 i k \-- - - 9 _.) 1 k _4 — c( c. ,, t 0 1 \ .__ F e k` a,?,D)ki. •) \ \\\ E z 2 r to [i Q `n qL c --1 N , J 4 0 2 Z H 3 Q P 2. w pm / —— / ---- d k v WATER DISTRIBUTION DATASHEET Date: July 20, 2010 Name: O'Neill Enterprises Inc. Project: Lyons Den Street: 522 W. 6th Avenue Street: 760 W. 6th Avenue City: Oshkosh City: Oshkosh 1. 14.0 Gallon per minute buiding demand, predominatly Flush Tank. 2. 62.0 Low pressure at the Main in the Street. 3. .9 psi loss from a 2.0 ft difference in elevation from Main in the Street to the Water Meter. 4a. 2.0 psi loss from a 40.0 ft 1" Copper Tube Type L ASTM B88 water service from the Main in the Street to the curb stop. Pressure loss detemined using a C value of 150 , inside diameter of 1.025 and a velocity of 5.4 ft per sec. 4b. 2.3 psi loss from a 20.0 ft 1" PEX Tubing ASTM F876 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of .862 and a velocity of 7.7 ft per sec. 5. 2.9 psi loss from a 3 /4in Meter . 6. 53.9 psi 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. 48 Pressure available for uniform loss (psi /100 feet of pipe). B. 53.9 psi of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. D. 3.5 psi loss resulting from a 8.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 psi pressure loss due to a serving the controlling fixture. F. 90.0 Ft Developed length from the 60.0 ft actual length of piping from the Water Meter to the controlling fixture. Maximun Allowable load for Copper Tube Type M, ASTM B88 LUMBING Nominal Size 1/2 5/8 3/4 1 1 1/4 11/2 2 2 1/2 3 4 BY CITY Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935 FOR COM Value of C 150 150 150 150 150 150 150 150 150 150 COM Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8 PLUMB SEE CORRE Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303 Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835 Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835 �/° Say / WATER DISTRIBUTION DATASHEET Date: July 20, 2010 Name: O'Neill Enterprises Inc. Project: Lyons Den Street: 522 W. 6th Avenue Street: 760 W. 6th Avenue City: Oshkosh City: Oshkosh 1. 14.0 Gallon per minute buiding demand, predominatly Flush Tank. 2. 62.0 Low pressure at the Main in Street. d 3. .9 psi loss from a 2.0 ft difference in elevation from Main in Street to the Water Meter. 4a. 1.8 psi loss from a 40.0 ft I" Copper Tube Type L ASTM B88 water service from the Main in Street to the curb stop. Pressure loss detemined using a C value of 150 , inside diameter of 1.025 and a velocity of 5.2 ft per sec. 4b. 2.1 psi loss from a 20.0 ft 1" PEX Tubing ASTM F876 water service from the curb stop to the Water Meter. Pressure loss detemined using a C value of 150 , inside diameter of .862 and a velocity of 7.4 ft per sec. 5. 2.7 psi loss from a 3 /4in Meter . 6. 54.4 psi 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. 48 Pressure available for uniform loss (psi /100 feet of pipe). B. 54.4 psi of pressure available at the Water Meter. C. 8.0 Pressure needed at the controlling fixture. D. 3.5 psi loss resulting from a 8.0 ft difference in elevation from the Water Meter to the controlling fixture. E. .0 psi pressure Toss due to a serving the controlling fixture. F. 90.0 Ft Developed length from the 60.0 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 2 1:2 3 4 Actual I. D. .475 .574 .671 .862 1.054 1.244 1.629 0 0 0 Value of C 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 6 8.5 14.5 21.5 30 51 0 0 0 Maximum FM WSFU 0 0 0 4.5 7 14 53 0 0 0 Maximum FT WSFU 4 7.5 11 20.5 34 55 135 0 0 0 "7/*Sagigi W W cn� N p (' 7I o e _ J N w `� / �° 3 5 � • p 8-- 1 i i-_ ce'r t---/-- -- r r ,•,) D It — ' F, ;,.. 7 S t_ � PD V i n N� / o _c\ S r / W � F p.. (24f'/ / -c- r VI / o 0 7�0 of .N rb 14 � , \ .CN � 9 CO r i r' — ,3 N �- < c N \ Q' 1 2 .,1' N g" 0 � W ., f1 0 ___/ .z. - e �c i . o 9 ‘ -- \ a A--- ---> t. _ (Nlg cev IA W N'CN N 4 / / \ \ " Ck G-• Z c(D NI W Xj \ r z. p / :V ` ( ` \ [ U r 0 c rt. 4 4 0 -\ CDC ) \ \ 47 -7-- • — — 4 C \ — ---. 4- sp. -cillta ( .. - c 2 w ,, 'Z' /J S" c C Uj 7 J 0 NI F o C n < ,� alma N c - a N ? ' z (0 N m� v) --I s v rri ., _ = (.1 iU ) Y;