HomeMy WebLinkAboutPlumbing W2-228-1206-P
.
1!'
~
OJHKOJH
City of Oshkosh
Inspection Services
215 Church Ave., PO Box 1130
Oshkosh, WI 54902-1130
(920) 236-5052 (920) 236-5184 FAX
..
,
ON THE WATER
December 28, 2006
A.G. Mechanical, LLC.
1820 Marathon Ave.
Neenah, WI 54956
Ref: Plumbing Plan Approval:
Interior Plumbing
3530 Omni Dr., Oshkosh, WI
Plan 10# W2-228-1206-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. Plan review submitted covers interior plumbing only. A separate review is required
for exterior building sanitary sewer and exterior water service. Exterior review shall
be accompanied by a letter-indicating conformance of ch. NR 121, areawide water
quality management plan. COMM 82.20(4)
2. A horizontal branch drain may not connect downstream from the base fitting of a
drain stack 2" or larger in diameter within the distance equal to 10 pipe diameters of
the drain to which the horizontal branch drain connects. COMM 82.30(7)
3. Garage catch basins design and installation shall conform to COMM 82.34(4)2.
4. Sanitary venting system shall terminate by an approved method indicated per
COMM 82.31(16).
5. The sizing of the water supply system shall be based on the empirical method and
limitations outlined in this subsection or on a detailed engineering analysis
acceptable to the department. Field verification of available pressure at the water
service shall be required. COMM 82.40(7)
6. Water heaters shall be equipped with safety devices as specified per COMM
82.40(5)(d). The discharge pipe shall be installed to drain by gravity flow to a floor
served by a floor drain or to an approved receptor. The discharge pipe shall
terminate within the same room or enclosure within which the water heater is
located.
7. Elevator drain and sump shall comply with COMM 82.33(9)(f).
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.
Respectfully,
Paul Wolf,
Plumbing Inspector
.,<>.
OSHKOSH
ON THE WATER
Oshkosh Plan Approval Form
Job Address
3530 OMNI DR
Approval Number
1870
Approval Type Plumbing
Submitter's Name A.G. Mechanical, INC-Andrew Gross
Address 1820 MARATHON AVE
NEENAH WI 54956
Plan W2-228-1206-P
Owner Name
OMNI GLASS & PAINT INC
Address 2010 DICKINSON
OSHKOSH
WI
54904
o
Type of Plan Interior Plumbing Plan Review For Omni Glass
Fee
$400.00
Date Received
12/28/2006
Date Approved 12/28/2006
RightFAX
3/30/2006 I:ZY PAU~ LT'
fi.&.l:;U &.X-nA
~
.. ~/
APPLICAnON FOR PLUMBING REVIEW
ANDCROSSCONNECTIONASSEMBL Y
REGtsTRATtON GENERAL PLUMBING
..complete all pages-
Safety & Buildiilgs Division NOn:: Personal i'lbmaJion you provide may be used for sec:ondaIy
Bureau of Integrated SefVIces purposes(Prinlr.y Law s.15.o4(1)(m), Slats.]
This form may be Uilized for fax appointments. rndf<<*e dare pfanswilf be in OfI'"office: 1 2 / 2 7 / 06
Cln:ho yo.... choh:. of omc.: ~N..t ..vallable appt In any olliee 2. Green Say 3. Hayvnni 4. I.aC"'.... 6. Madlson 8. SIt_a 1. Waukesha
EMlliISchedullnllPlllnSchedul mmerce.stlte.wi.us ToIlfreefUnumber(811)84lJ.8172 0 & t\ "'-oS ~ i \IV \
1. Complete for .....di,med appcintmentS*:
Transactlon 10; L ,j d.. - ~ - /).(J ~ - p
For next available appoilltment, plan status
checks, see our websle at
hlp:J1wNw.Cf1IfImerca.stal'e.v.t.usISBISB-
OivRe\liewStaJusSearch.hmU.
PrevIouS Related Trans, 10;
AssIgned R~
AssIgnecI 0Illce:
Review Slllll 0IIte':
'PIaDs mISt be llIC8iYed In 1he 0I'ftce of tile appolnln81t _1aIilI' tIIan 2 WWfdnq days lMlOnt tile eonlIrmed appGinb_d.
2. Project Inf'onnation-FiII in all known information
Projec:llSleName Omni Glas.s& Paint
Number & Sir Hwy 4 1 and 45
County Winneba 0
~CiIy () Vilage ()Townof Oshkosh, WI
3. Mailing Information
.:Ir eaR custome~. 3 (circle number)'
"ReJers to customer fisted below
After pt_ are reviewed. please: (cheek aI that apply)
_Mail P/lI1S to aJ1Sl:omer 1. 2. S. (cVckI number:)' J< Requesting party will pick up.
~.....~ 0-"",q'.'3(':',
4. Complete the fdIatling customer Information in the boxes below.
I>afpla- W........cIoD ~ 1) (Pa-a................-pIaD)
Gross Andrew n ?10S?1
Fir.tName La>tlhlne CanmercecumnerN_er
A.G. Mechanical, LLC
C<<npony Name
1820 Marathon Avenue
OIber,P_~ l.Cu-"3>.
FUstName
LastName
Commerce CullanEr NumbEr
Canpany Nome
Address
Address
Neenah, WI
City stale
54956
Zip +4 ~ digits)
Cily
stale
Zip +4 (9 digis)
920-751-0884 920 886 1384
(Area Code) Phone NURt>er Fax N1unber
agmecholmg@aol.com
email address
(A.... Code) Plme Nimber
l'alt Numb...
emaiI address
Haveyou _plans inlbe_ yeM! ( ) y""
(!ORa
O"""laI'..-... (~... 2)
Make dIeCks payable to Dept. of Cemmeree, AUaeh c:heck here.
Fil'!1Name La5lName Cc:mon<rceCustcmerNilmber
Omni Glass & Paint
Canpany Name
2010 Dickenson Avenue
Addtess
Oshkosh, WI
City SI8le z.ip +4 ~ digits)
920-233-3333
(Area Code) Phone NURt>er Fa NUmber
T etal amount due (F1'QIIl Page 3) s t.tOO.. 00
Minimum Fee S60.00
R_ueCede 7657
""';1 address
TBlS FORM IS VALID THROUGH MARCH 2006
SBO-6154 (1<. 0812005J
1
R.l.)!;U Lr I\A
~J~VJ~VUO .l.:~1 ~AU~ ~/{
tf.l.gn-c.f AA
-:
SUBMIT ADDITIONAL PAGE Z {I'OR EACH NON-lDENnCAL BUILDING OR TENANT SPACK
I ~~~ ~~~~=k:::,.-=~~;; .~~";~JI: _~,g..~~:' :"--i',;~~~_-'$.,~:;~~;; I
_____-"'"-~~~, .~ ..".. .. . '.=. ..... . .'-= ."-'- .'- . . ~.,;;z=---,
() New () Addition! AlteraIion () Revision to PnMousIy Approved plan where approved consttUction has not been completed
( ) Sfmcture is greater 01" . to J. stories in height () Project is ApaIlmcntfCondo ooly () Healthcafe Relaled FaciliLy
( ) Multiple identical buildings Number ofideatial buildings be' submitted (NOTE: Mug. be on same site)
IllIleate enant on for Eaeb IIdwTenant AttaCbAdllOonal IfN
BuildklglFacIIy NameIDeslgnallDn PnMaus Tenant Name BulldIngIFaclllly AcldnIss
Indlcate the totaJ ~ orlntedor fixtures,
includlng roof drains and hose bibs being submitted fartllis
bUll .,
( ) GreBSe Inlercepta-
) Garage Catch Basin
Number orGrease Inten:eptors... -" $70.00, no addiional fee
if sWmiIted wi1h San Drain & Vent
Number of Garage Catch Basins...-->c $70.00, no additional
fee ifsubmiUedwlll . DIllin & Vent
Number of 0iI1ntela!(ltors...-->c $10.00, no addiliClnaJ fee if
submilIed with S' Drain & Vent
Number orear Wasfllnterteptors...-->C $70.00, no additillllal
fee if submillad will Sa . Drain & Vent
Number of Sani1ary Dump SlaJions..._lC $70.00, no additional
lee if submitied will . Dnlin & Vent
Number orChemielll~..----.JC $10.00. noadditional fee
is submitted with San Drain & Vent
Number orCross COIIIIflt:lian Control Assemblies...---..J[$125
Numbl!r orCtoss Connection Control Assemblies... _lC$125
) Oil Interceptor
) Car Wash Interceptor
) Sanitary Duf11) Shtion
) Chemical System (Hat~)
( ) ClOSS Connection Central Assemblies in HeaIIh Care Reklted
Facilities to be revlewed
( ) Request to Register Cross conn8l:tion Conlnll Assemblies in Non-
Health Care
( ) Water Re un Syslem-
experimenla1 bladlwater
) Water Reuse System -
$120.00 minirmnn for eeeh reuse system. (NOTE: Addiional fees
wiR be eharged at $6OAIr if nwiew lime exceeds 2 hours.)
2. 04 Interior Sanitary Drain and Vent syst1lm only.
3. ( ) Exterior S8nItary BuIldIng 8ewer(s) only.
4. ( ) Interior S8nItary DraIn and Vent system within an addition or
remodeled bulking.
5. ( ) Multiple exterior Sanitary8uilding Sewers sarvlngthe single
buDding, and the interior sanftaryDmln and vent system
6. ( ) Interior SanItary DnlIn *"' Vent system with multiple building drains
exiling lite building, no exterior _iIluy bullclng sewers
lC $25.00
_ DFU's new, added or relocated
See fee table 1 CI'I page 4 to c:onveJt DRJ to a lee
_ DFU's new, added or lelDcaled
See fee table 1 on page 4 to c:0IlV6It DFU to a fee
_ DFU's new, added or reloc:aled
See fH table 1 on page4 to convert DFUto a fee
1. ( ) InteriorWIllerDlstribullon system and exhNiorW.erService
2. ~ Interior Wilier DIsIrIIIuIIon system, no exterior water service
3. ( ) Exterior W'" 8enrlee(s), no interior Waler Dlslribution system
4. ( ) InteriorWalerDlslributlan system wi1hln an addition or lIIIROCleled
building, no exterior Water Service
\00 ,00
5. ( ) Multiple exterior Water Seml:es seMng the single building, and the
inlericr Waaer DisIrlIuticJo system
6. ( ) Interior Wilier D1sl1'1bUt\on system wilh muItip\e services exiling the
building, no eJCteriorWaJer Services
GPM
See fee table 2 CI'I page 4 to c:olMllt GPM to a fee
GPM
See fee table 2 on page 4 to tOIW8It GPM to a fee
Page Fee $llbtatal
_NuIdler Gfldentical buildings X __Fee SUbtataJ
Fee subtotal (early to boltiDm .. Page~)
'3'10. cO
2
.......0........... .....
~,uv,~vvu ~;~I ~~c ~II
lUgn't.t'All
'!'
..
. .
Ji~~;;~~~;~~~-:;-~=_:-:-::~ ~~~-=:
Indicate total number of exterior fixtues such
as stonn drain Inlets submitted with this llPPIicaIion
~
Check all thai apply
(X) Interior storm drain system wih a clearwater drain system
(If submilting interior stonn m. use the roof area to detennine the
dl11inage area for fees.)
( ) Interior storm drain system without a dearwater drain system
(If submitting interior stonn m use the roof ~ to detennine the
drainage area for fees.) ,
( ) storm Building Sewer
( ) storm Private Interceptor Main Sewer
( ) Storm water and/or clear water Slbsurface Infiltration for Pubic
Building submitted with or \Vitf1cg a storm piping system
Storm System Infillration volume (gal or cf)
SeIed Green Bay, Haywm'd, or laCrosse oIfiee$ for P"s with infillfllliClO
and alher p1u~9 systems. If SlJbmilting Inillration separately ycu Il'IlIY select
the Madison 0fIlce.
( ) Clearwater dnin system without an interior stonn drain system
If designing 10 meet NR151 standards, what is:
)> Allowable discharge tom plumbing system (ds or gpm)
)> S10nnwater final elBuent values (grease and oils, TSS, bacteria, etc.)
..
= - --- --p
===:=::- _i_.=- --:__~: _~:2:==~~:;~
Drainaoe....... served by the stormpltmbing system is:
(Check one and enter corresponding information)
A. 00 less that or equa\ to 1 acre drainage to the
plIBnbinjJ system """" a single discharge point
{.." diameter at discharge point in inches X
$101inch
"O,otJ
B. ( ) less than or equal to 1 acre drainage to the
plIBnblng system """" mulllple discharge points
_Total GPM discharge. See table 3 on next page.
to convert GPM 10 a fee
C. ( ) Grealerlhan 1 aae drainage 10 the plumbing
system. Acres
Seelable 40n next page to convertaaestoa fee.
If submilting infillration WITHOUT storm, calculate the
CCIITlISpOIldin fee in A, a. or C above as if you _e
submilting those elements and enter here .
Add $100.00 and enter the totalliee in the fee column.
$10.00finch dameler of each dear\Nater' drain system
) Allemate Plumbing System (Submit to Madison 0fIice)
SUbtOtal From
Number of Experimental Plumbing Systems..._x
$500.00
Number ofAltemate Plumbing Systems... _x
$400.00
2 Include subtotals from additional 2s if
Enter Total Fee Here and at Bottom of Rrst P
3
pate:December 19, 2006
, .
,;.
,t Name: ~A G Mechanical
Project: Omni Glass and Paint
Strret~20 ~arathon Avenue
City: ~ ...:.Ne~nah , WI 54956
Street: Hwy 41 and Hwy 45
City: Oshkosh, WI
1. 98.3 Gallon per minute buiding demand, predominatly Flushometer.
.2. 58.0 Low pressure at the Main in the Street.
3. 3.5 psi loss from a 8.0 ft difference in elevation from Main in the Street to the Water Meter.
4a.--& psi loss from a 100.0 ft 8" Ductile Iron A WWA C151121.51 water service from the Main in the Street to the Water Meter.
Pressure loss detemined using a C value of 100, inside diameter of 8.000 and a velocity of .6 'ft per sec.
4b.--& No 2nd part water lateral.
5. 6.7 psi loss from a 2in Meter
6. 47.8 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. ~ Pressure available for uniform loss (psi/100 feet of pipe).
B. ~ psi of pressure available at the Water Meter.
C. 30.0 Pressure needed at the controlling fixture. Emergency Shower
D. ~ psi loss resulting from a 3.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. ----:!! psi pressure loss due to a serving the controlling fixture.
F. 300.0 Ft Developed length from the 200.0 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 1I2 5/8 3/4 1 1114 til2 2 2112 3 4
Actual 1. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2;981 3.935
Value orc 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 3 -0 8 16.5 28 44 79 121 174 303
Maximum FM WSFU 0 0 0 5_5 11 36 144 374 731 1835
Maximum FT WSFU 3 0 10 24 50 106 270 484 776 1835
~ .d- .~
to"- f' ~23cS'A 3
a
<-
~
~
, Ii
J
~
1
, ,
...J
H
~
.w
p
<
4
~
P
~
't
'io.
d;.
~
W
a
\.>,
'"
~
~
"':J:
\j
~
~.
:;(
H
Vl
~
::r:
~
c:x.
~
....
,
, ,
A.G. MECHANICAL
1820 MARATHON A VENUE
NEENAH, WI 54956
Office (920) 751-0884
Fox (920) 886-1384
Mobile (920) 419-1367
New facilities for Omni Glass and Paint - Oshkosh, WI
G116
. (2) Woodford # 27cp exterior hose bibs
. (1) 36x48 concrete catch basin wi Neenah frame & grate
. (80') ACO trench drain
. (1) Bradley S19-220 eyewash wi Leonard mixing valve
. (1) Site drain@compressor
. (1) Cold water hose reel
. (2) Compressed air outlets
Qill
. (1) Mansfield 137/160 ADA toilet wi seat
. (1) Mansfield wall hung lavatory wi Zurn 81000 faucet
. (1) Instantaneous water heater
. (1) Woodford # 27cp exterior hose bib
. (1) 2" Floor drain
G112
. (1) Mustee # 17 utility sink wi Zurn 812-BI faucet
. (1) Zurn 8070 I interior hose bib
. (2) 4" floor drains
Qm
. (1) 36x48 concrete catch basin wi Neenah frame & grate
. (1) Woodford # 27cp exterior hose bib
. (1) Zurn 80701 interior hose bib
GI03
. (1) Elkay PSR2219 SS sink wi Zurn 831-B4 faucet
. (1 ) Water line for ice maker
. (1) Water valve for R.O. systemsuppliedl install by others
GI04
. (2) Kohler wall hung toilets wi Sloan manual flush valves
. (2) Kohler wall hung urinals wi Sloan Optima flush valves
. (2) Kohler drop in lavatories wi Zurn 81000 faucet
· (1) 2" Floor drain
. ,
A.G. MECHANICAL
1820 MARATHON A VENUE
NEENAH, WI 54956
Office (920) 751-0884
Fax (920) 886-1384
Mobile (920) 419-1367
GI05
. (2) Kohler wall hung toilets wI Sloan manual flush valves
. (I) Mansfield drop in lavatory wI Zurn 81000 faucet
. (1) 2" Floor drain
83
. (1) Elkay EZ8 electric water cooler
0103
. (1) Elkay PSR1918 SS sink wI Zurn 812-AI faucet
Elevator
. (1) 18x22 FG basin wI Zoeller M53 sump pump
0105
. (1) Elkay dual level electric water cooler
0107
. (1) Lavatory wI faucet - $300.00 allowance
. (2) Kohler wall hung toilets wI Sloan manual flush valves
. (1) 2" Floor drain
0106
. (1) Lavatory wI faucet - $300.00 allowance
. (1) Kohler wall hung toilet wI Sloan manual flush valve
. (1) Kohler wall hung urinal wI Sloan Optima flush valve
. (1) 2" Floor drain
0204
. (1) ElkayPSR2219 SS sink wI Zurn 831-B4 faucet
. (1) Water line for ice maker
0205
. (I) Kohler wall hung lavatory wI Zurn 81000 faucet
. (1) Kohler wall hung toilet wI Sloan manual flush valve
. (1) 2" Floor drain
0206
. (1) Kohler wall hung lavatory wI Zurn 81000 faucet
. (1) Kohler wall hung toilet wI Sloan manual flush valve
. (1) 2" Floor drain
0208
. (1) Mustee # 63 floor set mop sink wI Chicago 305 faucet
.. .
A.G. MECHANICAL
1820 MARATHON A VENUE
NEENAH, WI 54956
Office (920) 751-0884
Fax (920) 886-1384
Mobile (920) 419-1367
. '+
m!!!
. (I) A.O. Smith 50gal sealed combustion gas water heater
. (1) B&G circ pump wi timer
. (1) Floor drain
. (2) Site drains
PIOI
. (1) Cold water hose reel
. (1) Mustee # 17 utility sink wi Zurn 812-BI faucet
. (I) Floor drain to catch basin
PIOO
. (I) Woodford # 27cp exterior hose bib
PI03
. (I) Bradley S19-220 eyewash wi Leonard mixing valve
. (1) 36x48 concrete catch basin w/Neenah frame & grate
. (80') ACO trench drain
. (1) Bradley emergency shower wI Leonard mixing valve
. (1) A.O. Smith 10gal electric water for shower*
. (1) Floor drain
. (1) Site drain for compressor
PI06
. (1) Cold water hose reel
. (I) Bradley S19-220 eyewash wI Leonard mixing valve
. (1) Mustee # 17 utility sink wI Zurn 812-BI faucet
. (1) A.O. Smith DEN-30D electric water heater
PI08
. (1) Woodford # 27cp exterior hose bib
Misc.
. (3) ACO 9.8' exterior trench drains wI ductile iron grates @ loading docks
. (2) Hankison HIT 35 air dryers
. (2) Zurn 4" cast iron roof drains @ office area
. (1) Zurn 3" cast iron roof drains @ vestibule