HomeMy WebLinkAboutCertificate of Occupancy
Noe, Brian
From:
Sent:
To:
Subject:
Gary P. Welsh [welshpe@genevaonline.com]
Wednesday, April 09, 2003 4:46 PM
Noe, Brian
RE: Tiki Hut bracket anchors
Brian, I looked at the calculations and the brace anchor was designed for a
200# load to the top of the bar. We used the 200# load as $imilar to a
handrail requirement. There is no wind load resistance in the direction of
these brace angles. They are simply there to assure that the wall itself
remains, since the wall is required for wind resistance of the structure.
Our calculations call for 1/2" sleeve anchors. The bolts required for 1/2"
sleeve anchors would be 3/8".
Gary P. Welsh
-----Original Message-----
From: Noe, Brian [maiito:bnoe@ci.oshkosh.wí.us]
Sent: Wednesday, April 09, 20034:04 PM
To: Gary P. Welsh (E-mail)
Cc: Brian LaFriniere (E-mail)
Subject: Tiki Hut bracket anchors
Gary,
Last week we spoke and discussed the issue about the difference in the
anchors used to secure the bracket to the concrete, the expansion bolts that
were used while having a 1/2 inch sleeve are only a 3/8 inch bolt. Since I
do not have all the calculations for this connection I questioned if this
size bolt was adequate for the loads it will be subjected to. When we
discussed this we talked about 200 pounds vs. 300 pounds being used as the
load imposed on the bar. While it would appear that the values obtained
using the 200 pound (code required) force would be met with the 3/8 bolt, it
would also appear that if that force were considered to be 300 pounds the
anchor used would not be adequate. In any case you as the designer need to
approve the installation, so you were going to check if it was acceptable to
have the 1/2" sieeve anchor with the 3/8" bolt, as it was installed, or if
additional fasteners or changes were needed.
Please let me know what you have found out, or if you need copies of the
anchor information I have in the file. The contractor and owner (and I )
are anxious to close this file and issue the final certificate of occupancy
for this structure.
Any questions please contact me
Brian Noe - 920-236-5051 office 920-379-3487 cell or by email
Thank you for your assistance.
Noe, Brian
From:
Sent:
To:
Cc:
Subject:
Noe, Brian
Wednesday, April 09, 20034:04 PM
Gary P. Welsh (E-mail)
Brian LaFriniere (E-mail)
Tiki Hut bracket anchors
Gary,
Last week we spoke and discussed the issue about the difference in the anchors used to secure the bracket to the
concrete, the expansion boils that were used while having a 1/2 inch sleeve are only a 3/8 inch bolt. Since I do not have all
the calculations for this connection I questioned if this size bolt was adequate for the loads it will be subjected to. When
we discussed this we talked about 200 pounds vs. 300 pounds being used as the load imposed on the bar. While it would
appear that the values obtained using the 200 pound (code required) force would be met with the 3/8 bolt, it would also
appear that if that force were considered to be 300 pounds the anchor used would not be adequate. In any case you as
the designer need to approve the installation, so you were going to check if it was acceptable to have the 1/2" sleeve
anchor with the 3/8" bolt, as it was installed, or if additional fasteners or changes were needed.
Please let me know what you have found out, or if you need copies of the anchor information I have in the file. The
contractor and owner (and I ) are anxious to close this file and issue the final certificate of occupancy for this structure.
Any questions please contact me
Brian Noe - 920-236-5051 office 920-379-3487 cell or by email
Thank you for your assistance.
/
Noe, Brian
Subject:
1000 Pioneer Dr
Start:
End:
Show Time As:
Thu 6/27/02 1 :30 PM
Thu 6/27/02 2:00 PM
Out of Office
Recurrence:
(none)
Categories:
iNSPECTION COMPLETED
Permit # 95373 -- Rienpection on Footings
Approved
Concrete poured eariier was removed, and forms are no in place, re-rod is being installed - o.k to pour remaining footings.
Noe, Brian
Subject:
1000 Pioneer Dr
Start:
End:
Show Time As:
Wed 7/24/02 9:00 AM
Wed 7/24/02 9:30 AM
Out of Office
Recurrence:
(none)
Categories:
INSPECTION COMPLETED
Permit # 95373
Final
Not approved
Talked to Jeff about the missing wing walls - he believes they may have been eleiminated told to provide engineers
documentation
Additional hold downs have been installed and it is o.k to close interior side of walls.
HTT16 Simpson Hpld Downs being installed @top of bar for hold down shear ties. Call to Gary Welsh - enginer - he will
fax calc's for anchors.
Additional ties to be installed at the top also.
.'
C-.J
Noe; Brian
Subject:
1000 Pioneer Dr
Start:
End:
Show Time As:
Thu 7/25/02 2:00 PM
Thu 7/25/02 3:00 PM
Out of Office
Recurrence:
(none)
Categories:
INSPECTION COMPLETED
Permit # 95373
Final
NOT APPROVED - see Field Notice attached
.'
~
City of Oshkosh
rl~speetion Services Division
5 Church Avenue, PO Box 1130
;hkosh, WI 54903-1130
Phone: (920) 236-5050
Fax (920) 236-5084
JOB LOCATION: Itx')(") \ 'be ?C>t"~'""'-
CONTRACTOR: A r-r-ð \.:> ~1<2"'.rt.r rot-
PROJECT TO BE INSPECTED: ~\V-\ ßA;z..
TYPE OF INSPECTION: ç:', \"c:Ù
~
CORRECTION NOTICE I FIELD INSPECTION REPORT
Or
Violations must be COITected and approved within 30 days unless otherwise noted. Call for re-inspections prior to concealment
and/or occupancy. Upon completing the con-ections, the owner/contractor/agent must sign and date at the bottom of this notice
and return it to the Inspection Services Division by the Compliance Date of
:1'ì.'.SM# . CODE. INSPECl'IONRESULTS
I
4:>-'"
~
=
0 Not Approved! Insp. Report left on site I:It Not Approved! Insp. Report given to \l~ Lo'
Signed ~ Services Division ~%~ction
0 MailedlFaxed
~
(5\ i3'k~",,-
Phone #
Print Name
Company
Signature:
Date
Noe, Brian
Subject:
1000 Pioneer Dr
Start:
End:
Fri 11/22/029:30 AM
Fri11/22/O210:00AM
Recurrence:
(none)
Categories:
INSPECTION COMPLETED
Permit # 95373
NOTE
Call to Mike @ Ganther - No engineering recieved from engineer yet - waiting to make repair.
Noe, Brian
Subject:
1000 Pinoneer Dr
Start:
End:
Wed 8/21/028:00 AM
Wed 8/21/02 8:30 AM
Recurrence:
(none)
Categories:
INSPECTION COMPLETED
Bldg Permit # 95373
NOTE-
Talked to Pat Henry @ the Pioneer - Side wing walls on the North not done yet - Ganther to completed this next week.
Left a message w/ Jeff @ Ganther to let me know when this is complete.
Noe, Brian
Subject:
1000 Pinoeer Dr - tiki hut
Start:
End:
Show Time As:
Mon 3/24/03 9:30 AM
Mon 3/24/03 9:30 AM
Out of Office
Recurrence:
(none)
Categories:
INSPECTION COMPLETED
Bldg Permit # 95373 - Final Reinspection - NOT APPROVED
NO ACCESS -
Building was locked up and Maintenance Guy, Tom Gibson, could not get the key to work.
Noe, Brian
Subject:
1000 1100 Pioneer Dr - Tiki hut reinspection
Start:
End:
Show Time As:
Wed 4/2/0310:30 AM
Wed4/2/0311:30AM
Out of Office
Recurrence:
(none)
Categories:
INSPECTION COMPLETED
Bldg Permit # 95373
Final Reinspection - Not approved
3/8 bolts used in place of 1/2 need engineers o,k, make call to ganther
~
Electric Permit Work Card
Job Address 1000 1100 PIONEER DR
Permit Number ~ Create Date 07/02/2002
Contractor ARROW ELECTRIC OF OSHKOSH
-~--~---~
Owner DEWITTE & TOUCHE PROP TAX SERVIC
Category 643 - Commercial-Addition/Remodels
0 ChangeO Temp. N/Aj Type 0- Overhe~_U-"derground- 0 N/A.. .---.J
Service p New
Volts
Circuits 0
Fixtures
0
--~-
Amps
~
Switches 0
Receptacles 0
Fee
~D
Value ~_~975.00
Appliances
[~
~]
Use/Nature
of Work
OMM/ Install a 100amp 3 phase panel in a new teki hut. Feed to come from main service.
Inspections:
Date
Type Rough In
Inspector Kevin Benner
no time
I"'
Date/Time requested: 07/03/2002 03:35 PM
Access:
Notice Type:
Phone Number:
Ready Date/Time: 07/03/200203:35 PM Requested by:
0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid
-----------------------------------------------------------------------------------.
Date 07/18/2002
Type
Inspector Jon Fischer
not approved
tecki hut. No me cable allowed.
Date/Time requested: 07/18/2002 08:03 AM
Access:
Notice Type:
Phone Number:
Ready Date/Time: 07118/2002 08:03 AM Requested by:
0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid
--~
-----------------------------------------------------------------------------------.
Electric Permit Work Card
Job Address 1000 1100 PIONE§~--- Permit Number 95616
Create Date 07/02/2002
Owner DEWITTE & TOUCHE PROP TAX S_§RVIC
Category 643 - Commercial-Addition/Remodels
Contractor ARROW ELECTRIC OF OSHKOSH
0 ChangeO Temp .~ Type 0 Overhe~cl..m.~Underground 0 N/A.--.---J
Service b New
Volts
Circuits
Fixtures
~~
Fee
~D
Receptacles
Value
$2,975.00
Amps
100
Switches
I
I
Appliances
Use/Nature
of Work
OMM/lnstall a 100amp 3 phase panel in a new teki hut. Feed to come from main service.
Inspections:
Date 03/31/2003
Type Re Final
Inspector Kevin Benner
approved
DatefTime requested: 03/31/2003 08:33 AM
Access:
Notice Type:
Phone Number:
Ready DatefTime: 03/31/2003 08:33 AM Requested by:
0 Reinspect Fee 0 Fee Wavied D Reinspect Fee Paid
-----------------------------------------------------------------------------------.
ITW Ramset/Red Head
Page I of2
Data
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Sleeve Anchor
.r Ultimate Shear and Tension Values in Concrete and (Lbs/kN)*
Sleeve Anchors
ANCHOR INSTALLATION BOLT MINIMUM ANCHOR fc = 2000 PSI (13.8 MPa) fc = 3000 PSI (20.7 MPa) fc = 4000 PSI (27.6 MPa)
DIA. TORQUE DIA. EMBEDMENT TYPE
In. (mm) Ft. Lbs. (Nm) In. (mm) DEPTH In. (STEEL) TENSION SHEAR TENSION SHEAR TENSION SHEAR
(mm) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN)
1/4 (6.4) 3.5 (4.7) No. 10 1-1/8 (28.6) 1.200 (5.3) 1,620(7.2) 1,600 (7.1) 1,620(7.2) 2,100 (9.3) 1,620 (7.2)
5/16 (7.9) 8 (10.8) 1/4 (6.4) 1-1/4 (31.8) 1.400 (6.2) 2,040 (9.1) 1,920 (8.5) 2,220 (9.9) 2,600 2,400
(11.6) (10.7)
3/8 (9.5) 14 (19.0) 5/16 (7.9) 1-1/2 (38.1) 1,620 (7.2) 2,560 (11.4) 2,240 2,800 (12.5) 3,100 3,040
Carbon (10.0) (13.8) (13.5)
1/2 (12.7) 20 (27.1) 3/8 (9.5) 1-7/8 (47.6) or 2,220 (9.9) 4,000 (17.8) 3,140 4,500 (20.0) 4.400 5,000
Stainless (14.0) (19.6) (22.2)
5/8 (15.9) 48 (65.1) 1/2 (12.7) 2 (50.8) 3,080 6,440 (28.6) 4.400 7,240 (32.2) 6,120 8,080
(13.7) (19.6) (27.2) (35.9)
3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-1/4 (57.2) 4,200 10,200 (45.4) 6,060 11,600(51.6) 8,900 13,100
(18.7) (27.0) (39.6) (58.3)
PERFORMANCE TABLE
~ ~ 7 ß<:;
. -¿, of\(:"-'-----:-
eó"" /' o¡. 0"1'2--
.7~""""",;.>
\\'1-S (-~ """"I
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Anchors Ultimate Shear and Tension Values in Lightweight Concrete (Lbs/kN)*
ANCHOR INSTALLATION BOLT MINIMUM ANCHOR fc = 4000 PSI (27.6 MPa) fc = 6000 PSI (41.4 MPa)
DIA. TORQUE DIA. EMBEDMENT TYPE
In. (mm) Ft. Lbs. (Nm) In. (mm) DEPTH In. (mm) (STEEL) TENSION SHEAR TENSION SHEAR
Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN)
1/4 (6.4) 3.5 (4.7) No. 10 1-1/8 (28.6) 1,080(4.8) 1,160 (5.2) 1,220 (5.4) 1,940 (8.6)
5/16 (7.9) 8 (10.8) 1/4 (6.4) 1-1/4 (31.8) 1,260 (5.6) 1,680 (7.5) 1,440 (6.4) 2,220 (9.9)
3/8 (9.5) 14 (19.0) 5/16 (7.9) 1-1/2 (38.1) Carbon 1,620 (7.2) 2,300 (10.2) 2,240 (10.0) 2,800 (12.5)
1/2 (12.7) 25 (33.9) 3/8 (9.5) 1-7/8 (47.6) or Stainless 2,600 (11.6) 3,920 (17.4) 3,160 (14.1) 4,840 (21.5)
5/8 (15.9) 48 (65.1) 1/2 (12.7) 2 (50.8) 3.240 (14.4) 5,600 (24.9) 4,300 (19.1) 7,840 (34.9)
3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-1/4 (57.2) 3,640 (16.2) 8,640 (:38.4) 5,800 (25.8) 12,480 (55.5)
nun~"~" I
http://www.itw-epcon.com/content/dynaboltyerfOI.asp
4/4/03
ITW RamsetiRed Head
Page 2 of2
€:loð,;.O Ultimate Shear and Tension Values in Masonry Units (Lbs/kN)*
ANCHOR INSTALLATION BOLT MINIMUM ANCHOR LIGHTWEIGHT MEDIUM WEIGHT
DIA. TORQUE DIA. EMBEDMENT TYPE
In. (mm) Ft. Lbs. In. DEPTH In. (STEEL) HOLLOW CORE GROUT FILLED HOLLOW CORE GROUT FILLED
(Nm) (mm) (mm)
TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR
Lbs. (kN) Lbs. Lbs. (kN) Lbs. Lbs. (kN) Lbs. Lbs. (kN) Lbs.
(kN) (kN) (kN) (kN)
1/4 (6.4) 3.5 (4.7) 3/16 1-1/8 (28.6) Carbon 1,120 (5.0) 1,360 1,120 1,360 1,120 1,620 1,120 1,360
(4.8) 640 (2.8) (5.0) (5.0) (5.0) (5.0) (7.2) (5.0) (6.0)
Stainless 1,620 640 (2.8) 1,620 640 (2.8) 1,620 640 (2.8) 1,160
(7.2) (7.2) (7.2) (5.2)
3/8 (9.5) 15 (20.3) 5/16 1-1/2 (38.1) Carbon 1,360 (6.0) 2.560 1,360 2.560 1,360 2,560 1,360 2,560
(7.9) 1,160 (5.2) (11.4) (6.0) (11.4) (6.0) (11.4) (6.0) (11.4)
Stainless 2,560 1,160 2,560 1,160 2,560 1,160 2,560
(11.4) (5.2) (11.4) (5.2) (11.4) (5.2) (11.4)
.1/2 (12.7) 25 (33.9) 3/8 1-7/8 (47.6) Carbon .. -- 2,220 4,000 -- .. 2,220 4.000
(9.5) .. .. (9.9) (17.8) .. .. (9.9) (17.8)
Stainless .. -- 2,100 4,000 -- .. 2,100 4,000
-- -- (9.3) (17.8) .. - (9.3) (17.8)
5/8 (15.9) 55 (74.6) 1/2 2 (50.8) Carbon .. .. 3,080 6,440 - - 3,080 6,440
(12.7) .. -- (13.7) (28.6) - - (13.7) (28.6)
Stainless -- .. 3,080 6,440 - .. 2,280 6.440
.. - (13.7) (28.6) - .. (12.5) (28.6)
3/4 (19.1) 90 (122.0) 5/8 2-1/2 (63.5) Carbon -- - 4,200 10,200 .. -- 4,200 10,200
(15.9) - - (18.7) (45.4) -- -- (18.7) (45.4)
. Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values. The tabulated values are for anchors installed in a minimum of 12
diameters oncent"r and a minimum edge distance of6 diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to 6 diameter spacíng
and 3 diameter edge distance, provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings and edge distances.
Combined Shear and Tension Loading -for Dynabolt Anchors
Allowable loads for anchors subjected to combined shear and tension forces are determined by the following aquation:
(Ps/P!) + (VsNt) ~ 1
Ps = Applied tension load Vs = Applied shear load
Pt = Allowable tension load Vt = Allowable shear load
Dynabolt Sleeve Anchor
ELoduct InfQil)1ation / ~§t?_<1..:>Qecifications
Selection and Order Information
Installation InstOJctioos I Performance Data
Aoorovals and Listina
http://www.itw-epcon.com/content/dynabolt_perfOI.asp
4/4/03
04/04/2003 FRI 7:54 FAX 9204260389 Ganther - 2nd Floor
~ 001/004
GANTHER
CONSTRUCTION
Since 1900
FAX
To: ß r " o..~ ¡1/ () e..
Company: e~¡"~ð~1- t::fy
Phone: ~)6- 50!;1
Fax.: )"'];~~ .$06'1
Reference: 'P/I9t'\ee r I""
From: Brian LaFriniere
I,. 'fe.G-f,'o '" e-mail: blafriniere@gantbet.com
Pages: 'I. 1'",.:..1 CbvC"
Date: ';tier'! 11? ;J
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Ganther Construction, Inc.
8AÛlh ¿ ~
Brian LaFriniere
CONSTRUCIION MANAGERS
omu: (9]0) 416-4774
Fax: (9]0) 416-4788
GENERAL CONTRACTORS
DESIGNIBUILDILEASE BACK
E-man: gonlher@ganthcr-com
ProjutVlsion www.ganther,com
4825 County Road A
Oshkosh, Wl54901
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Product Category: Fasteners
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contact u. Sleeve Anchors
Help Hex Nut - ZinC Plated
Sœtvs: Not Logged In Product Desa1ption: r¡~ ~S~ A1tÉffbr.S feel' Zinc;.
Manufacturer: --'E7i7REDHEAE:1J
g Send this l/em Manufacturer Part No,:
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Dynabolt Sleeve Anchor
Prod"," rnformotronl a-Mot.. s...lftcollons
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"ot""~n rnot...1aM I P_an.. Data
Ao,,",voFundUotrnø
PERFORMANCE TABLE
Dynabolt Ultlmate:Shearand Tension Values In Concrete ànd (Lbs/kN)*
Sleeve Anchors
. ANCHOR" INSTALLATION y' IICU. MINIMUM ANCHOR ""20DO PII(IU ""'a r. ,.000PSI(20.7 MPa) ,.. 4ODC PSI (27.1 MI'a)
(1IJI""'c TORQUE , I; BMIIOMSNT T'lPI
Ulqmm ' Ft. lobo, (Nm) íto,(mmr' DlI'7H 1o, (mm) (STIISL) TENIION I SHEAI!' TENSION SHEAR TENSION ,-
u.o,( cN). . Lbo.(1eN) Lbo, (kNJ Lbo. (kN) Lbo, (kNJ Ln.( cN)
1'~(8,~ 3.a(Ù) N..10 10118 (2U) 1,200(5.3) 1,620 (7,2) 1,800(7,1) 1,820(7,2) 2,100(8.3) U20(7,2)
!iI18(7.0) 1(10,5) 114(M) 1.lf4 (31.ð) 1,400(1.2) 2,040 {8,1) 1,820(U) 2,22D(U) 2,800(11.5) 2,4QO(ID.7}
"8(M) 14 (IU) 15118(7,1) 1-112(18,1) Oa'- 1,&20(7,2) H80(11,~ 2,240 ('°,0) 2,aoo (12,5) ',100(13.8) 3,040 (1'.6)
'1J2 (15'f1'" ,l"2OD1iW.', ..' 3/6(8:6»>. Ii 1.71S'(~7.BP" .,Stolnleu! ~'2,22Œ_'" :.~,CIOI '(17.5)'. A,I40 (14,D¡ ¡ : 4,100 (20.0) : 4;400lID.I):"' ~czm,'
1!18 ('S.t) ~1(œ.l) 112(12,1) 2 (6O,I) 3,080 (13.7) 1,~40 (2U) ~,400 (19.5) 7.240 (32.2) 1,120(27,2) 8,080 (35.1)
Sl4(1O,1) 90 (122,0) 918(15.9) 2.1/4(57,2) 4,200 (18,7) 10,200 (45.(} l,oilO (27.0) 11.100 (al,l) a.e00 t3U) 13,IDO(IU)
PERFORMANCE TABLE
Dynabolt Ultimate Shear and Tension Values In Lightweight Concrete (Lbs/kN) *
Sleeve Anchors
ANOHO~ INSTALLATION BOLT MINIMUM ANCHOR ,...000'11(27.8 MFa) r.. 0000 PSI (41AMPiI)
OrA, TORQUE DlA. EMBEDMENT T'lPE
In, (111m) F!,Lb.. (Nm} In. (INn) D!Pmln,(mm) ('TIlL) TINIION 1- TENBION IH£AA
Lbo. (kN) Lbo,(kN) Li>..(1cN) u.'.lkN)
".(1.4) 3.a(4,1) N'.10 "lllt2U) 1,010(4.1) 1,110(5.2) 1,220(5A) 1,940(1.8)
&/11(7.9) 1(10.8) 114(ð.~ 1-'f4(31.6J 1.3O(M) 1 ,elO (7,1) 1¡C40(8.(} 2.220(1,8)
31&(8.5) '~(IØ,O) 5/11(7.0) 1.112 (18.1) 1,&20(7,2) 2,300(10,2) 2.240 (10.0) 2,800(12.11)
http://www.ramset.redhead,comicontent/dynabolt...perIDl ,asp
04/0312003
04/04/2003 FRI
7: 54
FAX 9204260389 Ganther - 2nd Floor
0
I
FAmiNAL $
INDUSTRIAL & CONsTRI.JCTJOIiJ SUPPl.JE$
Co't.No,
WIOSHOO52
CUst. P.o.
1295
Job No.
TIKKI BAR
Sold To
GANrHER CONSTRUCTION
BOX 12
OSHKOSIi, WI 54902-0012
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Remit to
1'..1<>111 Company
1',0. Box 978
Winona, MN 55987-0978
:For billiog qo."don,
2501 Sooth Olllcwood
OSHKOSH, WI 54904
rh- (920)23$02494
INVOICE
P;ge
DB" invoice NO,
03/0511003 WIOSH59324
Tenns InvOIce TolDl
Net 30 7.70
Ship To .'
GANTHER CONSTRUCTJON
In ~ tuB111
=----- .~c..!!.~,!!,d ....d to!> ""mon or invoice willi ......inunCè to
Uno QU"DIY QuanrilY Quantity Control P."
No 0."=<1 Shiooed BaekonkT Dd;ori!>tio¡¡ No. No.
I 10 In 0 HXLC"'XSZ WBO1231S 112227
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R."ODable coUecdon and ."or.ey, fees wjll be
assessed to all accounts placed [OJ eoßec1ion.
Fasleruù Company
P.O. Box 978
Wino.a, MN 55987-0978
."n<ed In USA
,.". Exe.nptlon
SubtotaI
WjIS~;g f:andling
COUnty Tax
City Tax
To...
\.
No materials accepted for return without our permission.
All diserepoOlcies must be JI."¡>oned wjthin 10 days.
Invo1eelDt: WIOSHS9324 03/05/20t)3
enst: WIQSHOO52
P:ONo: 1295
Job No: TIKKI BAR
PI.use pay fro... Ibis invoice.
No .t.otement wlll be senl.
7.33
0,00
0.37
0,00
0.00
7.70
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FEB 26200:3
DEPARTMENT OF
COMMUNITYDEVELO~MENT
,2110/2003 ION 16:36 FAX 9204260389 Ganther - 2nd Floor
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COIISTRucmOII MANAGERS
0IIIœ: 920.426.4774
Fax: 920.426.4788
GENERAL CON1RACroRs
4825 County Road A
Oshkosh, WI 64901'
DE8I8II/8UII.D4 BACK
E-ftlait gan!herOganIher.com
W- -,gan\heT.com
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,ARROW ELECTRIC
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, Electric-
THE POWER TO GROW
P.O, Box 3960, . Oshkosh, WI 54903-3960
Phone: (920) 426-4252 . Fax: (920) 426-4220 . www.powertogrow.com
FAX COVER SHEET
DATE:
3!:J.'lf /en.
TIME:
t¡: t.¡S"
NUMBER OF PAGES (Including This Sheet):
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If there are any problems with this transmission, please advise as soon as possible.
0~/2~/02 WED Q6: 58 FAX 9204264220
ARROW ELECTRIC
~002
1~
THE POWER TO GROW
P.O. Box 3960. Oshkosh, WI 54903.3960
Phone: (920) 426-4252 . Fax: (920) 426-4220
August 27, 2002
City of Osbkosh
215 Church Avenue
P,O. Box 1130
~osh, WI 54903
Attn: Kevin Benner
Electrical Inspector
Project Teki Bar Feeder (pipe Fill)
Regarding pipe fill for the 2" EMf that you questioned. Using Chapter 9 Tables 4 and 5
for calculatiOD$,
Calculations
#8 conductor .0366" sq. x 16 conductors =
.5856" sq.
#2 conductor .1158" sq. x 4 conductors =
.4632" sq.
Total conductor area (in. sq.)
2" EM:r over 2 conductors 40% fill (in. sq.)
1.0488" sq.
1.342" sq,
By these calculatiO11s we are .2932" sq. UDder the allowable 40% conductor fill for 2"
EMf.
Respec1fully Submitted,
James J Kortbein
Electrical Estimator
88/16/2882 87: 52 9287258984
08/12.102 liON 10;43 FAX 920 426 2115
,
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PIONEER RESORT & JlARINA
PAGE 81
141001
Pioneer Resort & Marina
1000 Pioneer Drive
POBox~26
Oshkosh, WI 54803
(920)233-1980
8DO~83.1980
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11I81'ALLATIO" AND; MAINtlNANCI
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- Pall No. POll. black OSI, Pall PI)i.I is black ¡mt will
fnwn81 c~.~, POW ,. "'~"c pt15t, 1'OV/.11w111. !!)lit
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ALSO. It IS IIERY ItII'i)IITAN't fO \JSE 'fIE pRtJ'm GAS
VALVE MeDIi FOR NA'I\1AAL. GAS OR FOR L.P GAS -
.,.,..,., dlffertluulr Mat. IU" fo"""'"
".. *ftU lJe C8$Ig!Ied to petfom> IdnI~Y IJIdtr a
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to lI1e1J8Mll.'t\Y!IOT 111$11< ........,. t«nk OCt-,
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$195.80
$311,00
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OGDEN PLLMBING
PIONEER RESORT I/, MARINA
JIJlS PLUIJIIINC
PAGE øG
Ii!JO06
Ii!} 0021002
Gasttte'
¡HE S' ¡Stem
71$ TI-E SOlUTION"
..,..
Ga.-. The '1O ID18 AIlern8IIve
Now 1118 most dffficutt jOb can be acCOmplillh8d with easu and
speed.
Product Description
Gasti.... .. It CSAo dlllllQft e8fIIIíod ",.19.. piping sySUOm, " UIi-
I""" ""I'IUQ4Wd, lemi-rigld staJnI.... stle/ll/bing (CSS'T) and
fully Integrated, oil m.11\! componen1S, Simple "SOlI 1001:1 suçh
as; I\JÞlng cult8ra, Wnincn08 tIIIcI utility ""il'llS are aft that are
needed 10 WOIk wkh the Gastite" c:omponents. G8SlJ,-" il a /8Ii-
aÞI', COSt-etlllClÏlle ~8XÍble 9"" piping matsrial that can oe
I""talled In ell mCde. of CO_otlo<l,
The XA lilting create, a metal-to-met8l,eaI'"U¡)ericrb>all oth.
ers on Ihø matket - with no split rings, o-rinGS Ot g"~"" Tha
self.gulding bushings In 111. IOO~I- tIar8 detlgn enlur. a per.
fectly even illite fMIfY tImfI. The ixdu$Ìve. palented Jaoket.
Lollk'" IeQture caplut8$ 1118 p<llyelhylene a-no, leaving no
.xpalled slAinl- .... behind the nut. ThiG feature ø!oIIe
makes Gaslile's filling-to-pipe lIi.erllÞ!y 110. moat corrosNe
",siltant on !he mar1œ1.
Coda end Sp8eIIleøtIon.
Rec:ognlZ&d as a 1uel gas piping h'1at/ rlal since 1gea, aes111e"
complies with ANS/IiA$ LC-I for 'Fuel Gas Piping Systems
Using Cottt¡gatld Slainl,ss Steel Thbing (CaST),
The Gaa~I" sysreni is listed by severo! Indepandent 1IIIRI party
labot8to1íe$ al1d 1$ rQcoonl~ed by mod.. building codeo
throughaut North America,
1'e8Iu... anclltnellts
Flexibility me.o& quick and easy installations, GaSlifeO i. 30-
10% lasler than 1radilional piping melhods.
PI'tHna¡ked by the foot; no me...ur,ng, "gill pipe DUlling or
-.ding, whiCh mean. I.... we.ste and few", fillings.
7~'" fllWer fillings in the average In'lallation means a 08/or .yo-
tem,lelS leal< po1ernlal and reduced callbatM.
PIOducl i. lightweight - 2~C feo' of 1/2" CasT weigl1$ appro~i.
mately 38 II>$. . and cen be euijy tr."'pol\lld and handled on
II1eIO~.
CUI- Con\Ja.etor Prog'"", provld... oU$tOm 1en¡ 111S of tUbing
and Job specI/ic aeceocorio. for those farg. and multl-family
projecl&,
Customer Stlviœ."o Technlçal Support are only. phone call
awtty al800-682..o208,
=:~ GOnnUCI the 1Iexlllf ¡ 1185 piping to gall 'supply, dlt!U!Þutlon mlnif&ItJo or gas lpØlJah/:,".
. Toe F1ttinos orellla. branch line on IubIng runs,
. Couplings allow "" lIMo IJilldng and addition. to the flexible gu piping.
M8I8rilll/Spllclflcailona
. Filling adapter, buahlngo and nul - CA3IIO Br....,
. Flan;a Opllons . MeJlalbfe iron, g¡o\vanlzed steel Of caSt bronze.
FeetUf88 ...d llanelli.
. TðO~l- liar. design; no epecì8/ tooll ... required
. Motal-fo-metal ..81, willi 110 spI1t lings, a-rtnge or g..kotS
. SeK-gulding assembly 10 ana... It perleCtfy .ven ftare
. exdutiVe, pøtenlod J.ck.H.ock'" _lUte 10 eumi- IIXpOSId stainless - beyllnd \lit nut
. AU oolÞþO/Mlhla IIIV fully ....-.tIle
""'~e.a
. Tubinø: ASTM A24O Type 804, 321 SIaÎIIfM$ SIeIII <TM1'! 1042),
, JackBt: TENrre Polyethylene eømpl)4ng with requl......ni8 of ASTM-E!M'lndex tot F.",. and S'IIOke,
Fut- - Itnellla
- F1exibility 8rId duraÞlllly allow. "" simple routing through oorqplax building S!ructutOS end designs
. Pre-m8dalcl by Ihe faoIlQI -~ meuurìng - in8IaIIaIion
. Lightwelglll- 250 feel 01 112' cssr WtI/gIItIImdIr 40 PGUncfs
. 1 00% lOI:Iury - ",.teel
. Minimum ItJIIIIIQ IIIaiIthiGkII8M ð/.O10 on i1II eizo. ¡s'more robuG! than other brands of CSST
. Atlne8i8d 304 !I18InIe8c ...., malœs lub"'v mOlt flexible than bIanda not heal treated
(
Gary P. Welsh, P.E.
P. O. Box 324
Elkhorn, WI 53121
PHONE: (262) 723-8110
FAX: (262) 723-8289
Letter of Transmittal
-
To
Name: ~fS>~h"-()~h______~~---------~
Job Number:
Date: 8/8/02
---------- --------
Address: 215 Church Avenue
Attn:
Bri§n_!i{)_~_Æl!lJiIclir1gJr1êQ~t{)r-
City:
Oshkosh
St
WI ZIP 54903 Regarding:
Decade Pro~rties II
Phone:
J9~ 236-5051
Pioneer Resort and Marina Plans
We are sending you attached via:
DMAIL
[2]ups
0 Next Day UPS a-m-
0 PICKED UP DDELIVERED DFAX
Received by:
Name
Date
THE FOLLOWING ITEMS:
Copies Date Number ,,_~I of' DescriDtion
R W/6G'D -P/M/S
,/ 3 Plan Sheets 1.0, 2.0 and 2.1 for Pioneer Resort and Marina
,
THESE ARE TRANSMITTED as checked below:
0 For approval
0 Approved as submitted
[2] For your use
0 As requested
0 FOR BIDS DUE ON -
0 Approved as noted
0 Returned for corrections
0 For review & comment
REMARKS:
Attached are two sealed and signed sets of plans for the Pioneer Resort and Marina.
RECEI
'/
ED
19'-4!-
18'~"
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REVISED 7/23/02
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CORRECTION NOTICE / FIELD INSPECTION REPORT
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City of Oshkosh
Inspection Services Division
215 Church Avenue, PO Box 1130
Oshkosh, WI54903-1130
Phone, (920) 236-5050
Fax (920) 236-5084
JOB LOCATION:
ICCC -::ÿ',,>1\o\£R -0'"
CONTRACTOR:
PROJECT TO BE INSPECTED:
1\1::.,
tBK
BVILDING: HVAC ELECTRIC: PLUMBING, EROSIW CONTROL PROPERTY MAINL
Foo6ng Ro,gh Ro'gh Ro,gh Tmcbng Setb"k P"k,
Foundation F,",>ee S",;" Tc>tOn Silt Fen" Vnl;"n"d Vch-
Ro,gh NC Tcmp- Pc=- V"derlloo, Stone Ace", G"bage
1""lat10n Fi"pl"e VG_OH- SewedW",,- StTItwBal" Dilapidated bid's, fenoes,
0>-;",", Rc-insp, Re-i",p,__- Re-i",p, Re-i",þ, cte-
Finat-', FinoI Final Final Finol ExtMaint
¿~lTEImf £ODE ,",', ".d,- "-" "Xi/" INSPECTION RESULTS ,
.1 "r-' ... -.:<...<TÇ' \<"'-' "" ""'" '?Reva""f)
THE' T C; """= ~un ~ - "'Å-' ~ "" '"
'2... rO...yLtTC - ^ - ~"c;.-n"""'-. ~¡..¡"" ð...,n .1. '~noN<::"
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VIOLATIONS MUST BE CORRECTED AND APPROVED WITHIN 30 DAYS UNLESS OTHERWISE NOTED, CALL FOR RE-1NSPECT10NS PRIOR TO
CONCEALMENT AND/OR OCCUPANCY, WHEN CORRECTIONS ARE COMPLETED THE OWNER/CONTRACTOR IS REOUIRED TO SIGN & DATE THIS
NOTICE AND RETURN IT TO THE INSPECTION DIVISION WHEN REOUESTING ARE-INSPECTION.
COMPLIANCE DATE,
ACTION TAKEN:
ot Approved! Insp- Report given to ~I JlÐl-TfY
0 MailedlFaxed
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7 '2 02-
ate oflnspection
that the violations at the above address have been corrected-
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\.lUL-18-2002 09:22A FROM:
TO: 19204264788
P:1/10
GARY P. WELSH, P.E.,S.C..
PO BOX 324, ELKHORN, WI 53121
262-723-8110
Fax
To:
Jeff (Ga nth er Coostruction)
From: Gary Welsh
(920) 4264788
Phone: (920) 426-4774
Fax:
~øes: 10 (Including cover)
Date:
7118/02
Re:
Pioneer Resort & Marina
cc:
0 Please Comment
0 Urgent
~ForReview
0 Please Reply
0 PI~Recycle
Attached are plan sheets 1.0, 2.0, 2.1 as revised on 6128/02 and copies of the structural calculations-
P:2/10
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