HomeMy WebLinkAbout2013-00981 - addn/remodel/repair � . CITY OF ORONO * z 0 1 3 - PJ 0 9 B 1 *
2750 KELLEY PARKWAY DATE ISSUED: 09/27/2013
ORONO,MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2840 NORTH SHORE DR
PIN : 09-117-23-24-0002
LEGAL DESC : UNPLATTED 09 117 23
: LOT 000 BLOCK 000
PERMIT TYPE : ADDITION/REMODEL/REPAIR
PROPERTY TYPE : OTHER
CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR
ACTIVITY : 328-OTHER NONRESIDENTIAL BUILDINGS
VALUATION : $ 75,000.00
NOTE: SCHEDULE AN INSPECTION WHEN WORK BEGINS AND OTHER INSPECTIONS WILL BE DETERMINED FROM THERE ON.
APPLICANT pERMIT FEE SCHEDULE 869.25
EBERT CONSTRCUTION STATE SURCHARGE(VALUATION) 37.50
23350 CO.RD#10
LORETTO,MN 55357 TOTAL 906.75
(763)226-5320
OWNER
Three Rivers Park District
3000 XENIUM LA N
PLYMOUTH,MN 55441-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires sepazate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
w,�f��/%�.� 7 �z� � [3 , � ,
Applicant Perrr��tee Signature Date ssu By Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
.
� � 3� � T 23350 County Road 10
�:
� Corcoran,MN 55357
C O N S T R U C T 1 O N 763-498-7844 Phone
763-498-9951 Fax
FACSIMILE TRANSMITTAT• SH_.FE�
TO: PROM:
Lyle Oman,Orono Building Official Blaine Ke ,_-
�os: � � "
Noerenberg Gardens Water Tower 9/18/2013
Repairs
FAX NUMBF.R: INCI.UDF,D:
763.498.9951 Permit Application
PHONFi NUMI3SK: RF:
763.498.7844
❑ YOUR USIi 0 SIUN & RF.TURNO PI,F,ASF.COMMF.NT ❑ PLEASr RF,PLY❑ PLEASF,RECYCLE
NOTES/COMMF.NTS:
Attached is the building pemiit application for the Noerenberg Gardens Water Tower
Structural Repairs.Please contact me when permit is available for pick up.
Thank you,
Blaine Kemp
763-498-7844
Q -z�- l3
' , City of Orono
Building Permit Application for Maintenance / Replacement / Renovation
(No structural expansion. Only windows, doors, siding, re-roof, etc.)
"J ^", Mailing Address: 9 �
� /��,VO�,, PO Box 66 Permit number. o?D .r �D g
Crystal Bay, MN 55323-0066 Date received: 4��'�,�
(
�� , ' a � Street Address: Received by:
\'. � � 2750 Kelley Parkway PI
�Fl,q �� Orono, MN 55356 �� ,
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�----.-- Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www ci c;rc�no r7;n us ��� �..� 1SSZI-? �s
This application form must be completed in full and all required information must be submitted. �
Incomplete applications will be returned. (Please print) �a 3�3�
GENERAL INFORMATION: �
Job Site Address: _ � Cg�O j�,CO�N Sf"�D� ��(.�[r
Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? Yes �No
If yes,a special event permrt is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus servi e will be
required unless applicant demonstrates sufiicient on-site parking is available. Non-permitted events will not be allowed.
CONTRACTOR/APPLICANT INFORMATION:
Name: �'�c� Co��rnv LTZo%(
State License# Expiration Date:
Lead Certification Number: Expiration Date:
(for work on homes fhat were constructed prior to 1978
Phone: (cell) (office) �(P 3. tt�g, �jg��
MailingAddress: 3'3�jo � p City: Cp� ZIP: G'j-r'j3-r'j'7
Contact Person: (3�,�� �� Applicant is: r / Homeowner (Circle One)
� Email and/or Fax: 6Kp_v�n�(� P.b�R'f�C�vlS i. �o✓V1
� PROPERTY OWNER INFORMATION:
Name: TkR-t� IZ-��L�-S �I� I�lS7�l�'i�
Phone (day): 7/p3• �'j�. (o`I l�'
Address: ��00� XErll V W1 L/kNC I�,O�T�f City: PLy l�'tp�7TY� ZIP: 'J��j���
Email and/or Fax: ��3, �'j�f, 3Z 87
PROJECTINFORMATION: Overall ro�ectdescri tion: ST�GTJIt�L yc�i}-I�� TD��`�— (ZE�P�iiLS
Type of Project: Any earth movement may also require
❑ Door(s) ❑ Remodel ❑ Fire Damage MCWD review&permits:
❑ Re-roof,asphalt �Repair ❑ Storm Damage Minnehaha Creek Watershed District(MCWD)
18202 Minnetonka Blvd
❑ Re-roof,cedar ❑ Restoration ❑Water Damage Deephaven, MN 55391
❑ Re-roof,other(specify) ❑ Siding ❑Other: (specify) Phone: 952-471-0590
Fax: 952-471-0682
❑Window(s) rn�ww minnehahacreek orq
Estimated Construction Valuation of Project(excluding land) $ 75, aoo
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Building Department;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
ou refuse to su I the information,the a lication ma not be issued.
ApplicanYs Signature: �jL�l-1/� /�`'� Date: �—��"'�3
Owner's Signature: Date:
Last Updated:03/06/2013
.
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LOCATION MAP
•"a`•,,"'^','""'""°"".�°"""'"°".°,"°°" Projed Number.P01002513 �
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CONCRETE FOORING REMOVAL ELEVATION "�TM��^�n�^�
4 THUS
u'rs a siwm�sr cuw«o REMOVAL NOTES:
a���y REMOVAL SHALL ONLY BECIN AFfER TANK IS EMPiIED OF WATER. SEE
SPECIFlGTIONS FOR CONSTRUCTION SCHEDUIE.
�er�sw[urt°F°°�E CONTRACTOR SHALL BE RESPONSIBIE FOR iEMPOHARILY SHORING UP hIE
������ WATER TOWER WRINC CONSTRUCTION. CONTRACTOR SHALL SUBMIT A PLAN
[x X•ta.fn w�re TO TEMPORARILY SHORE UP h1E COLUMNS PRIOR TO BEGINNIN6
a�,�� CONSTRUCTION.
CONTRACTOR IS UMIiED TO PERFORMING WORK ON A SINGLE CONCREfE
! FOUNDATION AT A TIME,AT NO TIME SHALL MORE TW1N A SINGLE
T avm�r iu��N FOUNDATION BE 7EMPORAftILY SHORED UP UNLESS DESCRIBED IN TNE
p�ff�S�E TEMPORARY SHORING PIAN. .
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°���w�� �°fl�� STEEL SHALL BE PREPARED USING A SSPC—SP6 COMMERCIAL BLAST TO
ACHIEVE A BARE STEEL SUBSfRAlE REMOVINC ALL VISIBIE SEVERE,
DEfERIORAiION, PACK OR STRA7IFlED RUSTINC ON THE STEEL
�� FOUNDATIONS.
•� AFTER SANDBUSTING IS CAMPLE7ED THE CONTRACTOR SHALL CONTACT
THE ENCINEER TO REVIEW hIE CONDITION OF THE CLEANED SfEEL FOR
� STItUCNRAL IN7EGRItt PRIOR TO ANY REWORK BEING PERFORMED.
CONCREfE REMOVAL UMITS ARE APPROXIMATE BASED OF FlELD INSPECTIINJ.
THE CONiRACTOR SHALL CONTACT THE ENGINEER IF THE CONCREfE BELOW
EX. STEEL COLUMN THE REMOVAL UMI7S is o�ior�nrm.
""������M��� REMOVAL PLAN � �
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�,�„� NOTES:
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���� THE FlRST PNO UIGITS OF EACH BAR AIARK INDICATE hIE BAR SIZE IN
wm oc ovc�rana�na� MERtIC UNRS. BARS NARKm WIh1 iHE SUf'FIX 'E� SHALL BE EPDXY
�TP�> COATED.
1 � MATERWL D61GN PROPERTIES
REINFORCED CONCREfE:
f'c = 4000 p.s.i N = B fy = 60,000 p.s.i REINFORCEMENT
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"�•°�'��'°� SHIFf REINFORCEMENT AS NEEDED TO AVOID EXISTING ANCHOR BARS.
CONCRETE FOOTING REPAIR SM1DSfONE FACADE BLOCKS SHALL BE EPDXIED TO NEW CONCREfE
USING AN APPROVED CONSTRUCTION ADHESIVE.
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NOTES:
ALL BOL75 ME TO BE A490 7ENSION CONfFiOLLED �liS INSfALLED
TO A MINIMUM TENSION OF 24 KIPS. '� �
ALl BOLT HFADS SHALL BE ROUND TO CONFORM WITH THE NATIONAL
PARK SERVICE GUIDEUNES FOR REHABIUTATION. iHE TANK IS
CONSTRUCTED OF STEEL PUTES RNETED TOCE7HER. 7HE ROUND
HEADS OF lENSION COMROLLED BOLTS MNNTAIN THE APPEARANCE OF
THE RIVETED CONSTRUC710N, FOR THIS REASON THE BOL75 SHALL Bf
INSTALLED Wlhi iHE ROUND HEAD ON THE EXTERIOR OF THE COLUMN. O O
ALL STEEL SHALL BE AS7TA A36 STEEL.
O O
SEE REMOVAL SHEET FOR DIRECTIONS REGARDING SANDBUSTING OF .+
E7CISTING STEEL SECTIONS.
� PRIOR TO INSfALUT10N OF iHE TOP PUl7E, THE IXISTING SfEEL AND
COVER PUTES SHALL BE PAINTED WRH A PNO PART EPDXY PAINT TO JY +Y�'
MATCH 7HE E%ISi1NG COLOR OF THE MAJORIIY OF THE WAlERTOWER
LEGS. AFfER THE PNO PART EPO%Y PAINT IS PlACES, 7HE TOP PLATE
SHALL BE INSTALLED AND TOUCHED UP AS NECESSARY.
STEEL COVER PLATE
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. 7��� 'V 0�8i COMPLEfED �9-I 4
ADDRESS ZgyO NOlZ�S��-' 1�2
OWNER T���R��P'� TELEPHONE NO.
CONTRACTOR ���T C�°^�S3'
� DESCRIPTION
� ❑ FOOTtNG O PLUMBING FINAL ❑ EXCAV/GRADING/FIWNG
Q ❑ POURED WALL ❑ MECHANICAL RI � LAKESHORENVEfLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ N SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� FINAL ❑ SEWER HOOK-UP O COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI � SEPTIC FINAL ❑ FOUNDATION/REMOVAL
2 OWNERlCONTNACTOR TO MEEf YOU:_YES_NO
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. ❑ pHOTO TAKEN
INSPECTOR WILL REfURN
O CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Ca11 brthe next inspection 24 hours in advance. (952) 249-46��
OwnerlContracto site•
Inspector:
Whits Copydnspector's Flle Canary CopylSite Notke
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NOERENBERG GARDENS
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WATER TOWER STRUCTURAL ��tT.
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� � +�,� , �,4i9 �� ��� � TO NORTH
� . � f,�'" �- �.: r �� ';� A �, SITE PLAN
=� ` , ���� � �� � �` 5� �'� �� �� SHORE DRIVE
�� , �" �� � � °��;,�� e���e ���°
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��� � � � �.�� � � � �; � � ' ����." f --��� INDEX OF SHEETS
��`� � �� ��� ,' ,, � r �' �s � � � ��'��'� � � �
:, ,.�' �
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l
Sl � ( �
��� �as ���€ �,_ °*° � ���" � `���g r� ��,�- �-`' � 2 REMOVAL PIAN
� . �� $
.. 5 x � � ���r �
� °4 � C � y� ,n Y� ' G$� �'� �"�`t�� / � 4I E �
� 2
���� � � �� �� � � ���,� ��� 3 CONCREfE REPAIRS
, ��r � __.
!'d�. �n � � .., ,,,,t,�,__. ,.�w:.� ��� . `a�����. r�.��.3�� � .h� .�,�., ,��..._ R�,.��.,:��.�.,.
4 STEEL REPAIRS
aaaecr wrwnoN 5 SANDSTONE BLOCKS
LOCATION MAP
- �nersby arMy mn lhis pan,.peciM1cana�,m�port
�p..w�aeym.o.��a..�yao-«e:�P..�,u�,.�,a IMOConsultingGroup ProjectNumber:P01002513 oes: oraw:
tl�at I am a duy Limnsad Professional Enyinaer u�erMe 12701 Whitewater Drive Suite t 00
TITLE SHEET MHD M�
�.mm"s�".wMi��.�'m. NOERENBERG WATER TOWER cH� ��
� PriM N 1 ch H.W t .
Minnetonka,MN 55343
° �°��„ '�° � ""° Fl""�P1AN�� o�:952-aas-'898 STRUCTURAL REPAIRS $"��`�
REV DATE BY CHK APP DESCRIPTION DaEe: ���13 Lkansa/: �76 � � OF S
} •
REMOVAL NOTES:
IXISTINC S�EEEI.COLUMN ��usro�cnP REMOVAL SHALL ONLY BEGIN AFTER TANK IS EMPTIED OF WATER BY
T0 R°'�^�" OWNER. SEE SPECIFICATIONS FOR CONSTRUCTION SCHEDULE.
�'-e'�{ CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARILY SHORING UP THE
r�wove c�Ncr� I WATER TOWER DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT A PLAN
�'�� ���M� IX ��� SIGNED/REVIEWED BY A LICENSED ENGINEER TO TEMPORARILY SHORE UP
REMOVE IX. SANDSTONE CAP THE COLUMNS PRIOR TO BEGINNING CONSTRUCTION.
DEAD LOAD OF TOWER: 7,900 LBS
a�� ��E� � WIND LOAD APPLIED TO BASE: f17,000 LBS
TOTAL FACTORED DESIGN LOAD (1.2D+1.6W) = 36,680 LBS
m
' BASE DESIGN WIND SPEED IS 90 MPH, REDUCED TO 68 MPH DURING
� -�+�. A� '7 � CONSTRUCTION PER ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING
"' CONSTRUCTION".
;
% � i —r
o CONTRACTOR IS LIMITED TO PERFORMING WORK ON A SINGLE CONCRETE
� FOUNDATION AT A TIME, AT NO TIME SHALL MORE THAN A SINGLE
FOUNDATION BE TEMPORARILY SHORED UP UNLESS DESCRIBED IN THE
� j Ro�v�cro�cr� iNFlLL TEMPORARY SHORING PLAN.
� �� BE7WEEN COLUMNS
* / ;' /,, rx. c�o,czs I ACHEEVEHALBARE STEEL SUBSTRATE REMOVINGPALL�SMB ECISEVERE,T TO
3'-s• * °�• �l X s�x 3 DETERIORATION, PACK OR STRATIFIED RUSTING ON THE STEEL
� /' ;/
q '� �,�� ��,� FOUNDATIONS.
/ iV ��
AFTER SANDBLASTING IS COMPLEfED THE CONTRACTOR SHALL CONTACT
'� ,' * z•t srwosroNE THE ENGINEER TO REVIEW THE CONDITION OF THE CLEANED STEEL FOR
/ / / o EISTING DWGOW�L CONNECIION °N� STRUCTURAL INTEGRITf PRIOR TO ANY REWORK BEING PERFORMED.
� PU7E5 TO REMNN
°��� CONCRETE REMOVAL LIMITS ARE APPROXIMATE BASED ON FlELD
oc�snNc coNcr�
3•-3• INSPECTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF THE
FouNannoN CONCRETE BELOW THE REMOVAL LIMITS IS DETERIORATED.
TO REAWN
��o"u�r�s. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
�S(I N pNF��p f'DUNDATION SECTION A—A
ACHIEVE END—OF—PROJECT RATES FOR SALVAGE/RECYCLING OF 75
Romv� �_��8.��w�HOR PERCENT BY WEIGHT OF TOTAL NON—HAZARDOUS SOLID WASTE GENERATED
BOLT. DEPTH OF EMBEDMENT BY THE WORK. PRACTICE EFFICIENT WASTE MANAGEMENT IN THE USE OF
u� oasnNc FouwwnoH a ur+Krrowr+. MATERIALS IN THE COURSE OF THE WORK. USE ALL REASONABLE MEANS
CONCRETE FOORING REMOVAL ELEVATION ��°F���„� Fl� TO DNERT CONSTRUCTION AND DEMOLITION WASTE FROM LANDFILLS AND
4 THUS ��T' INCINERATORS. FACILITATE RECYCLING AND SALVAGE OF MATERIALS,
INCLUDING DEMOLITION AND CONSTRUCTION WASTE.
DEMOLITION WASTE INCLUDES ALL CONCRETE, STEEL, AND STONE BLOCKS,
LJMRS OF SlWDBUSf CLFANING REMOVED FOR THE PURPOSES OF RECONSTRUCTING THE FOUNDATION.
CONSTRUCTION WASTE INCLUDES ALL CONSTRUCTION PACKAGING,
°�' C10i� TEMPORARY SUPPORTS, AND SANDBLASTING DETRITUS.
. APPROXIMATE 11MR OF CONCRETE CONTRACTOR IS TO SUBMIT A WASTE REDUCTON PROGRESS REPORT
i"FlLL e�r"�+ �u""" �a CONCURRENT WITH FINAL APPLICATION FOR PAYMENT. THE REPORT SHALL
� y.� �� INCLUDE THE FOLLOWING:
1. MATERIAL CATEGORY
a 14'�� �� 2. GENERATION POINT OF WASTE
3. TOTAL QUANTIIY OF WASTE IN TONS
� 4. QUANTITY OF WASTE SALVAGED, BOTH ESTIMATED AND ACTUAL IN
i' s�woeu�sr a.�s�s oF TONS.
i� COWMN LEG WRHIN 5. QUANTITY OF WASTE RECYCLED, BOTH ESTIMATED AND ACTUAL IN
AREA OF WORK. RDAOiVE
Nl PAINf AND ANY RUSf �� TONS.
PR��Na�� FlLL BE�WEEN COLUMNS 6. TOTAL QUANTITY OF WASTE RECOVERED (SALVAGED PLUS RECYCLED)
IN TONS.
7. TOTAL QUANTITY OF WASTE RECOVERED (SALVAGED PLUS RECYCLED)
�� AS A PERCENTAGE OF TOTAL WASTE.
• a CONTRACTOR SHALL PROVIDE RECYCLING AND PROCESSING FACILITY AND
� LANDFILL AND INCINERATOR DISPOSAL RECORDS INDICATING RECEIPT AND
ACCEPTANCE OF RECYCLABLE WASTE. INCLUDING MANIFESTS, WEIGHT
,,
TICKETS, RECEIPTS AND INVOICES UPON REQUEST BY ARCHITECT.
EX. STEEL COLUMN
I M�r eertify thN this pWi,sp�eNkadon,w rapoR DES: DRW:
wnpr�paradAym�orunMrmydircetsup�rv4ionaM IMOConsuftingGroup ProjectNumber:P01002513 I ^ MHo M►ro
1hN I om a duy Liunsed PrMassb�wl EngM�r underthe 12701 Whitewater Drive Suite 100 . R E M O VA L �L/'1 N cHK: cwc:
'°w'°'""�'°""�'�°". � Minnetonka,MN 55343 NOERENBERG WATER TOWER � � �
Print � iMs H.Dup� r .....�Y Qf(:952-446-�89H SHEET:
o Bi��o,s ►,� � ►� �.��,�K STRUCTURAL REPAIRS
REV DATE BY CHK APP DESCRIPTION Dab: ����3 Liunal: q176 . Z OF S
r �
NOTES:
THE FIRST TWO DIGITS OF EACH BAR MARK INDICATE THE BAR SIZE IN
DRILL AtD EPDXY GROUf 4'-9
a� ex.�wc►�oa z'—e•��oeoze ' UNITED STATES CUSTOMARY BAR SIZES. ALL BARS SHALL BE EPDXY
HOLE IN PLA7ES AND � ' Ufi��TMREADm ANCHOR ROD COATING.
,qp�� • • INTO CONCRE7E CAP.7HROUGH L
� �� 1 k��� CORE DRtLLED HOIE IN �
S^"osra+E cna e�c � m MATERIAL DESIGN PROPERTIES:
�'-1 + + +
T CONCRETE: ALL CONCREfE IS TO BE 3Y43 PER THE MNDOT STANDARD
���E�c�w e�cK' SPECIFICATION 2461 "STRUCTURAL CONCRETE". f'c = 4000 p.s.i
�•—a• o
� � OWNER SHALL ENGAGE A QUALIFlED INDEPENDENT TESTING AGENCY TO
�sv�cm wmi BAR A0801 E pERFORM MATERIAL EVALUATION TESTS PER ASTM C-172. THIS SHALL
INCLUDE FOUR TEST CYLINDERS TESTED PER ASTM C-31. SPECIMENS
3•�,�, � BAR A0802E SHALL BE TESTED AT 3 DAYS, 7 DAYS, 28 DAY AND A FIELD CURED
= SAMPLE.
m '9 tl A� m
i ;�'� WHEN AVERAGE HIGH AND LOW TEMPERATURE IS EXPECTED TO FALL
N �o� z'—e' nwoae BELOW 40 DEGF FOR THREE SUCCESSIVE DAY, CONTRACTOR SHALL
IX. GROU D�'E .r$m COMPLY WITH ACI 306.1 "COLD WEATHER PLACEMENT". CONTRACTOR
SHALL PROTECT CONCREfE WORK FROM PHYSICAL DAMAGE OR REDUCED
STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR
LOW TEMPERATURES. CONTRACTOR SHALL MAINTAIN DELIVERED CONCRETE
a��� � MIXTURE TEMPERATURE WITHIN THE TEMPERATURE RANGE REQUIRED BY
Fouwwnor+ ;, ACI 301.
TO REMPJN � � � I
�� DRILL AND EPDXY GROUT fi4RS � STEEL REINFORCEMENT: ALL REINFORCING STEEL SHALL SATISFY MNDOT
WTO IX. CONCRETE FOUNDATON STANDARD SPECIFlCATION 3301, fy = 60,000 p.s.i REINFORCEMENT
'� �•)
1 ALL THREADED BARS SHALL BE ASTM A307-12. 60,000 p.s.i. MIN.
BAR A0403E SHIFf REINFORCEMENT AS NEEDED TO PROVIDE ADEQUATE CLEARANCE
�s—�zzoiE sPa o� FOR DRILLED AND GROUTED THREADED BARS..
�' 8�`Z�� SEE SHEEf 5 FOR ADDITIONAL INFORMATION REGARDING SANDSTONE
BAR DETAILS FACADE BLOCKS.
CONCRETE FOOTING REPAIR CONCRETE EPDXY GROUT IS TO BE HIT—RE 500—SD EPDXY ADHESIVE
�4 THUS� AS MANUFACTURED BY HILTI CORPORATION OR OTHER APPROVED EPDXY
ADHESIVE PER THE MNDOT APPROVED PRODUCTS LIST: CONCREfE
ANCHORAGES.
FINISHED SURFACES SHALL BE A SMOOTH RUBBED FINISH. NOT LATER
A0801E THAN ONE DAY AFTER FORM REMOVAL, MOISTEN CONCREfE SURFACES
AND RUB WITH CABORUNDUM BRICK OR ANOTHER ABRASIVE UNTIL
4"'9� e� 9� e� °�—� no�ose PRODUCING A UNIFORM COLOR AND TEXTURE. DO NOT APPLY CEMENT
� GROUT OTHER THAN THAT CREATED BY THE RUBBING PROCESS.
m
�
M
' � �= � �N
W�
� ��� ��
� m m�
e
BAR LIST
� BAR ID Ng�,�qRSF LENGTH SHAPE DESCRIPTION
�
3.� �� 4—A0802E SPACm
wr►►+ o,oeoie � �y TMR� �, A0801 E 40 g'—�" �_ VERT. BAR, DRILLED AND EPDXIED
� DPoLLED AND FPDXY GROUTID
INfO CONCREIE (iYP.) A0802E 20 3'—g" �, HORIZ. BAR, SPACED WITH A0802E
a�—s• raMiru� A0403E 16 ��'—g" ❑ HORIZ. TIE BAR
SECTION A—A
(4 THUS)
1Aaia°��'�°"��P'•^,s�"°^.«�°" Pro ect Number:P01002513 DFS: DRW:
w..�.,.�b,�.o,���.,�,d�.��.rv��.�d IMO Consulting Group � C 0 N C R ET E MHD �
mn I am a euy lkansad Prohssbnal Engirro�r unearma 12701 Whitewater Drive Suite 100 CHK: CHK:
laws of IM SLh of MMmsoh. - BR BR
PriMN� Mkha�IN.Du � p(f;952-44E7 985343 NOERENBERG WATER TOWER
, e����„ ,� � ,,,� �,,,P,�„�K STRUCTURAL REPAIRS R E PA I R S $�3•OF 5
REV DATE BY CHK APP DESCRIPTION Date: ���� Lkansa/ /7J76
- �•s kwo roasion �rnou�c
� BOLTS. NJSTALL ALL BOL75 SO THAT
1HE RWND HE/1D IS LOG1iED ON
. iHE EXiERIOR OF COLUMN
�8.� ALL HOLES ARE�1fe•
IYP. FOR AL.L PLAiES
�'S7EEL TOP PIA7E J_
� � . 7' Yi STEEL COVER PLAiE (iYP.) � • � �
STANDARD� � � X�STEEL COVER PLATE 4 PLATES PER CCOLUMN 6• �I � � n Yi 7H�1C PUTE
L
0 �D CWWN0.NAND P PLATE s.
COVFR PlA7E5 USING �
� O FlELD DPoLL�Ns� SIKA SIlmWS-295 OR APPROVm �
rian orm��x:srnr�oazo ra� srnrronRo ►w� Eow�. wTc►i co�.oR wmi l�. �.
8 TOTAL PER CHANNEL LEG IN EX. CMWNEL APPUED EPDXY PAINT SYSTEM.
g6 �'� ��•
FlELD DRILL r�VENf \/
HOIES IN CHANNEL SEC7WN, 7
7 EPCH SIDE, PWCE
NOLES PRIOR TO PNNTING � O
O p
STEEL TOP PLATE
��E HFA� * 4 THUS
IWCHOR ROD no PROVIDE CLE�R SAJCONE CAULK
BE7WE��1 IX. BASE PIAiES
AND SRNDSIONE G1P
f A490 7ENSION CONTROU.ED
QI THE ROU�ND HEAD IS LOCATED ON T
PRWIDE CLEAR SNfbNE CAULK 7HE�EXTIItIOR OF COLUMN
BE1W@1 IX. BASE PLATES ALL HOIFS ARE�•�
AND SANDSTONE GP �. 7YP. FOR ALL PlATES
sN+osroHE crw SECTION A—A ��� � —1�—r;
s�sH�r s �
I--2'
STEEL COLUMN REPAIRS —�
N
4 THUS p
NOTES:
N
ALL BOLTS ARE TO BE A490 TENSION CONTROLLED BOLTS INSTALLED TO A MINIMUM TENSION OF
24 KIPS.
ALL BOLT HEADS SHALL BE ROUND TO CONFORM WITH THE NATIONAL PARK SERVICE GUIDELINES '� �
FOR REHABILITATION. THE TANK IS CONSTRUCTED OF STEEL PLATES RIVETED TOGETHER. THE
ROUND HEADS OF TENSION CONTROLLED BOLTS MAINTAIN THE APPEARANCE OF THE RIVETED
CONSTRUCTION, FOR THIS REASON THE BOLTS SHALL BE INSTALLED WITH THE ROUND HEAD ON
THE EXTERIOR OF THE COLUMN. CONTRACTOR SHALL PROVIDE CATALOG CUTS AND SAMPLE BOLT
FOR APPROVAL BY OWNER.
ALL STEEL SHALL BE ASTM A36 STEEL. O O
SEE REMOVAL SHEET FOR DIRECTIONS REGARDING SANDBLASTING OF EXISTING STEEL SECTIONS.
O O
ALL EXISTING SANDBLASTED STEEL, PROPOSED PLATES AND CHANNELS SHALL BE PAINTED WITH 2 N
LAYERS OF HI—BUILD EPDXOLINE 2 MILS THICK, AND ONE IAYER OF SERIES 73 ENDURA SHIELD,
2 MILS THICK AS MANUFACTURED BY TNEMEC INDUSTRIAL COATINGS. CONTRACTOR TO PROVIDE
COLOR SAMPLES FOR APPROVAL BY OWNER.
�Xt- �J4-
PRIOR TO INSTALLATION OF THE TOP PLATE. THE EXISTING STEEL, COVER PLATES AND TOP PLATE
SHALL BE PAINTED AS SPECIFIED ABOVE. AFfER THE TWO PART EPDXY PAINT IS PLACED, THE TOP
PAINTED TOP PLATE SHALL BE INSTALLED AND ASSOCIATED BOLTS SHAIL BE TOUCHED UP AS
NECEssa,RY. STEEL COVER PLATE
SANDSTONE CAPS AND CONCRETE SHALL BE PROTECTED DURING PAINTING OF COLUMNS AND 8 TOTAL
SHALL BE FREE OF PAINT.
I MMy cMi/y that lhis Wan.sP�cilic+lion.w rapon
wasprsp�ndbym�orundermydinctsup�rvisbnand IMOConsultingGroup ProjectNumber:P01002513 ° ` �
STEEL REPAIRS MHD �►�
tl�allamadulyLlunsadProhuia�alEnginearundertha 12701 WhitewaterDriveSuite100 c�nc: cHK:
r�mu,esrs�.ar�n�.som. Minnetonka,MN 55343 NOERENBERG WATER TOWER � �
PriM kh H.Du � . .^ Off:J$2-44CY�SJ8 SMEET:
o si��,3 ►u+o � ►,� Fl��,�� � STRUCTURAL REPAIRS
REV DATE BY CHK APP DESCRIMION �� ���� Lb�nse/: {i.t76 . � 4 OF 5
, �
a�—r rw�en,n�
D I 1 1/4'� DPoLL F10lES THROUGH
' BLOCK, 2 PER BLOCK FlELD VQtIfY
PRIOR TO FABRICATION
————————
I I '� 8y 2'-3 8'�
� � � � �
I I �� �
I I �; � -r q
I O n � �
-�t �I 1� SPLR FACE
��-�r[�T 1'-�2� �j FlNISFI, ALL
� FOUR SIDES
_
———————— RUB AND SAND
FlNISFI
SPLfT FACE D SECTION A-A
FlNISH,ALL FOUR SIDES --�
��F0UN0M�" • CONTRACTOR TO FIELD VERIFY AND
MATCH THE DIMENSIONS ON THE
STONE� CAP SANDSTONE CAP
4 TOTAL
STONE CAP NOTES:
SANDSTONE CAP SHALL BE DUNNVILLE SANDSTONE AS QUARRIED
BY THE COLD SPRING GRANITE COMPANY OR SIMILAR. MATERIAL
SPECIFICATIONS SHALL BE SUBMITTED, FOR REVIEYV, CONTRACTOR MAY
PROPOSE ALTERNATIVE SANDSTONES THAT MEEf OR EXCEED THE
COMPRESSIVE STRENGTH AND MODULUS OF RUPTURE AS USTED
BELOW.
SANDSTONE CAP SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF
2500 PSI LOADED PERPENDICULAR TO THE BEDDING PLANE PER ASTM
C170 "COMPRESSIVE STRENGTH OF STONE".
SANDSTONE CAP SHALL HAVE A MINIMUM MODULUS OF RUPTURE OF
375 PSI LOADED PERPENDICULAR TO THE BEDDING PLANE PER ASTM
C99 "MODULUS OF RUPTURE OF STONE".
THE STONE CAPS SHALL BE QUARRIED SUCH THAT THE COLUMNS ARE
LOADED PERPENDICULAR TO THE BEDDING PIANE.
SANDSTONE CAP SHA�L BE SEALED WITH SURE KLEAN WEATHER SEAL
SILOXANE WB AS MANUFACTURED BY PROSOCO OR SIMILAR.
1 Ae�eby es,tlfy that thh plan�spaeiflcafbn.u nPoK DES: DRW:
wasprepandbymawundarmydinctsupervision�d IMO Consulting Group Project Number:P01002513 SAN D STO N E MHD M►�w
tlut I am a Auy Licensed ProNuional EnpMe�r underM� 12701 Whitewater Drive Suite 100
mwsotuwsmaaMt��.aom. Minnetonka,MN 55343 �t BR
NOERENBERG WATER TOWER CHK: C!6(:
0 6/02/2073 M� BR MHD �.�,�K P� � � �� . . � Off:952-446-7898 STRUCTURAL REPAIRS SHEET:
BLOCKS
REV. DATE BY CNK APP OESCRIPTION Date: ���' Lkanui•� �76 5 �F 5