HomeMy WebLinkAboutFinal Approval Report - 12/26/2003 ���.Q.�.-�c, +LS� C� C��-�.(�a. � � � �2. z� . 03
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Status as of: -a �O 3 Z' '�3
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: :::::::: �er��f��cate of :Q�ccu �nc : �
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Address: �" ��� � � � �/ 15�.d� •
Project: T -�l(JYl ' w�-'���-
Plan # : !�3'�� ' ��� �
rova l.
�ates::'::' : ;::: :: :<::`:_::::: :
,... ... ,.,.. ..... . ... .... ....
:::::::::::: ::::::::::::::::::::::Finat In:s:pection AF�l� .
Buildin : �� oZ�o-O 3
Permit# : ��P�"I�— � '�J�
Electric:
�i �� 11�C9=F" ��OV 10 • �� •O�
Permit# : `-�
I�VAC: - �
Permit# :
.� ,� ti P � �o,
�- Plumbin
Permit# :
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Notes:
� --
Building Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 0086692 Create Date 6/13/01
Owner DANIEL E DOWLING Contractor DOWLING CONSTRUCTION INC
Category 210-Addition Industrial
Type � Building � Sign 0 Canopy � Fence � Raze I Plan B3-39-0601
Zoning M3 Class of Const: 6 Size 120x165 Value $50,000.00
Unfinished/Basement 0 Sq. Finished/Living 19800 Sq.Ft. Garage 0 Sq.Ft.
Ft.
Rooms 0 Bedrooms 0 Baths 0 � Projection
Stories 1 Height 0 Ft. Canopies 0 Signs 0
Foundation � Poured Concrete � Floating Slab � Pier � Other
0 Concrete Block � Post � Treated Wood
Occupany Permit Required Flood Plain Height Permit
Park Dedication #Dwelling Units 0 #Structures 0
-- --
Use/Nature Factory/120x165 factory/warehouse addition. Foundation only.
of Work '
HVAC Contr Plumbing Contr
Electric Contr
Inspections:
Date 6/20/02 Type Re Final Inspector Allyn Dannhoff not approved
- - -- -- - _ _ - ------ -- --
Check plans for firelane landscape storgage.
Date/Time requested: Notice Type: CC Phone Number:
Access:
-- --- - �
Ready Date/Time: Requested By:
� Reinspect Fee � Fee Waived ❑ Reinspect Fee Paid
---------------------------------------------------------------------------------------------
Date 11/26/03 Type Re Final Inspector Allyn Dannhoff approved
— - --- - ---- --- .
__ _ __-- -- — --
Floor-Per SAP. #Occ-50.
Date/Time requested: Notice Type: Phone Number:
Access:
--
-----------
� _ _ -- --- --- 1
Ready Date/Time: Requested By:
� Reinspect Fee � Fee Waived ❑ Reinspect Fee Paid
---------------------------------------------------------------------------------------------
, Building Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 0086692 Create Date 6/13/01
Owner DANIEL E DOWLING Contractor DOWLING CONSTRUCTION INC
Category 210-Addition Industrial
Type � Building � Sign � Canopy � Fence � Raze � Plan B3-39-0601
Zoning M3 Class of Const: 6 Size 120x165 Value $50,000.00
Unfinished/Basement 0 Sq. Finished/Living 19800 Sq.Ft. Garage 0 Sq.Ft.
Ft.
Rooms 0 Bedrooms 0 Baths 0 � Projection I
Stories 1 Height 0 Ft. Canopies 0 Signs 0
Foundation � Poured Concrete � Floating Slab � Pier � Other
� Concrete Block � Post � Treated Wood
Occupany Permit Required Flood Plain Height Permit
Park Dedication #Dwelling Units 0 #Structures 0
_ _- -- ----____ -
Use/Nature Factory/120x165 factory/warehouse addition. Foundation only.
of Work
i
HVAC Contr Plumbing Contr
Electric Contr
Inspections:
Date 6/22/01 Type Inspector Allyn Dannhoff approved
PADS-5x5 with 9x9#6 bars. OK to pour.
__
IDate/Time requested: Notice Type: Phone Number:
Access:
-- - - ---- -- --�
Ready Date/Time: Requested By:
� Reinspect Fee � Fee Waived ❑ Reinspect Fee Paid
---------------------------------------------------------------------------------------------
Date 9/2/01 Type Final Inspector Allyn Dannhoff not approved
Date/Time requested: Notice Type: FC Phone Number:
Access:
—.._ _ —-- —_ ___ ----
- - - --- -- --
_. �
Ready Date/Time: Requested By:
� Reinspect Fee � Fee Waived ❑ Reinspect Fee Paid
---------------------------------------------------------------------------------------------
Building Permit Work Card
Job Address 3015 N MAIN ST Permit Number 0087975 Create Date 6/13/01
Owner DANIEL E DOWLING Contractor DOWLING CONSTRUCTION CO
Category 210-Addition Industrial
Type � Building_ � Sign _0 Canopy � Fence � Raze � Plan B3-39-0601
Zoning M3 Class of Const: 6 Size 120x 165 Value $150,000.00
Unfinished/Basement Sq. Finished/Living 19800 Sq.Ft. Garage Sq.Ft.
Ft.
Rooms Bedrooms Baths ❑ Projection
Stories 1 Height Ft. Canopies Signs
Foundation � Poured Concrete � Floating Slab 0 Pier 0 Other
� Concrete Block � Post � Treated Wood
Occupany Permit Required Flood Plain Height Permit
Park Dedication #Dwelling Units 0 #Structures 1
Use/Nature �Factory/19,800 sf addition,work above the foundation.
of Work I
I
I
I
i
HVAC Contr Plumbing Contr
Electric Contr
Inspections:
Date Type Inspector � Approved j
Building Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 0088293 Create Date 8/13/01
Owner DANIEL E DOWLING Contractor DOWLING CONSTRUCTION CO
Category 140-Interior Remodeling
Type � Building _ � Sign _ � Canopy_ 0 Fence � Raze __� Plan B3-39-0601
Zoning Class of Const: 6 Size Value $20,000.00
Unfinished/Basement Sq. Finished/Living Sq.Ft. Garage Sq.Ft.
Ft.
Rooms Bedrooms Baths � Projection
Stories Height Ft. Canopies Signs
Foundation � Poured Concrete � Floating Slab � Pier � Other
� Concrete Block � Post � Treated Wood
Occupany Permit Required Flood Plain No Height Permit Not Requirec
Park Dedication Not Required #Dwelling Units 0 #Structures 0
Use/Nature Factory/-Construct interior tenant space alterations per State Plan Approval 657199.
of Work
�
HVAC Contr Plumbing Contr
Electric Contr
Inspections:
Date Type Inspector � Approved �
I_ ___- - --- ---
Building Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 0088294 Create Date 8/13/01
Owner DANIEL E DOWLING Contractor DOWLING CONSTRUCTION CO
Category 140-Interior Remodeling
Type � Building � Sign � Canopy � Fence 0_Raz� Plan B3-39-0601
Zoning Class of Const: 6 Size Value $10,000.00
Unfinished/Basement Sq. Finished/Living Sq. Ft. Garage Sq.Ft.
Ft.
Rooms Bedrooms Baths � Projection
Stories Height Ft. Canopies Signs
Foundation � Poured Concrete � Floating Slab 0 Pier � Other
� Concrete Block � Post � Treated Wood
Occupany Permit Required Flood Plain No Height Permit Not Requirec
Park Dedication Not Required #Dwelling Units 0 #Structures 0
Use/Nature 'Factory/-Construct a 4 hour fire division wall per State Plan Approval Number 662832.
of Work
i
HVAC Contr Plumbing Contr
Electric Contr
Inspections:
Date Type Inspector � Approved ��
Electric Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 88428 Create Date 08/17/2001
Owner DANIEL E DOWLING Contractor SECKAR ELECTRIC
Category 652-Industrial-New Building Wiring
Service New � Change� Temp � N/A Type � Overhead � Underground � N/A
Volts Circuits 0 Fixtures 0
Amps 0 Switches 0 Receptacles 0
Fee $195.00 � Value $15,000.00
Appliances
Use/Nature iring for addition.
of Work
I
� —
Inspections:
Date 09/24/2001 Type Final Inspector Kevin Benner
9/20/01 10:45 AM
RE-INSPECT
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested by:
� Reinspect Fee� Fee Wavied ❑ Reinspect Fee Paid
-----------------------------------------------------------------------------------•
Date 10/16/2001 Type Final Inspector Jon Fischer
10/16/01 sub panel 2(breaker not rated for that panel,get rid of bond screw,need ground bar kit) ground
wire on floor needs protection,flex for garage dor openers needs to be straped. sub panel 3(remove bonding
strap,nuetrals on the ground bar,panel cover is broken 110-3b. disconects needed on HVAC 50 ft.rule does
not apply the breakers are not readly accessable.speaker wire zip tied to feed pipe for panel 3
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested by:
� Reinspect Fee � Fee Wavied ❑ Reinspect Fee Paid
-----------------------------------------------------------------------------------•
Electric Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 88428 Create Date 08/17/2001
Owner DANIEL E DOWLING Contractor SECKAR ELECTRIC
Category 652-Industrial-New Building Wiring
Service � New � Change� Temp � N/A Type 0 Overhead O Underground � N/A _ ,'
Volts Circuits 0 Fixtures 0
Amps 0 Switches 0 Receptacles 0
Fee $195.00 � Value $15,000.00
Appliances
Use/Nature iring for addition.
of Work
Inspections:
Date 08/23/2001 Type Rough In Inspector Kevin Benner _ approved
2:00 PM
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested by:
� Reinspect Fee� Fee Wavied ❑ Reinspect Fee Paid
-----------------------------------------------------------------------------------•
Date 09/04/2001 Type Final Inspector Kevin Benner
8/30/01 8:24 AM
WILL BE READY TUES AM 9/4/01
NOT DONE/NOT APPROVED
L.V.wiring secured to EMT,breakers not listed for the installation,open wiring etc.everywhere
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested by:
� Reinspect Fee 0 Fee Wavied ❑ Reinspect Fee Paid
-----------------------------------------------------------------------------------•
Electric Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 88428 Create Date 08/17/2001
Owner DANIEL E DOWLING Contractor SECKAR ELECTRIC
Category 652-Industrial-New Building Wiring
Service I(� New � Change 0 Temp � N/A Type 0 Overhead (� Underground � N/A
Volts Circuits 0 Fixtures 0
Amps 0 Switches 0 Receptacles 0
Fee $195.00 � Value $15,000.00
Appliances �
�
Use/Nature iring for addition.
of Work
Inspections:
Date 08/20/2001 Type Rough In Inspector Kevin Benner
8:25 AM
NOT READY
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested by:
(� Reinspect Fee� Fee Wavied ❑ Reinspect Fee Paid
-----------------------------------------------------------------------------------•
Date 08l23/2001 Type Service Inspector Kevin Benner _ approved
200A 120/208 ADDITION TO THE EXISTING SERVICE
FAXED TO WPS 8/23/01,MAILED 8/27/01
Date/Time requested: Notice Type: Phone Number:
Access:
Ready Date/Time: Requested by:
� Reinspect Fee� Fee Wavied ❑ Reinspect Fee Paid
-----------------------------------------------------------------------------------•
i
Plumbing Permit Work Card
Job Address 3001-3015 N MAIN ST Permit Number 89676 Create Date 07/02/2001
Owner DANIEL E DOWLING Contractor KOCH PLUMBING
Category 440-Industrial-Interior Plan F2-42-0701-P Value $13,500.00
Bathtub 0 Shower 0 Ejector/Grind 0 Dip Well 0 F Prep Sink 0 Gar Drain 0
Whirlpool 0 Floor Drain 1 Water Softner 0 Drink Ftn 0 Serv Sink 0 Soda Disp 0
Lavatory 4 Lndry Tray 1 Local Waste 0 Wait.St. 0 Shamp Sink 0 Coffee Maker 0
Toilet 4 Lndry Stndp p Clothes Wshr 0 Ice Chest 0 Flr/Wst Sink 0 Int Grease Trap 0
Res.Sink 0 Disposal 0 Bidet 0 Exam Sink 0 Catch Basin 1 Ext Grease Trap 0
Bar Sink 0 Dishwasher 0 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
Water Heater 2 Sump Pump 0 Dent.Oper. 0 Hand Sink 0 Urinal 1
Site Drain 0 Classrm Sink p Lab Sink 0 Plaster Sink 0 Standp Rec 0
Roof Drain � Breakrm Sink 1 Sterilizer � Surgeons Sink 0 Ice Maker 0
Use/Nature - -- __
of Work
FACTORY ADDN
Size Material Type # Conn.Type
Sanitary Sewer 0
0
0
0
0
Storm Sewer 0
0
0
0
0
Water Service 0
0
0
0
0
Date 9/5/01 Type Final Inspector Rich Wood
--- - - ---- ------
,RESTROOMS FOR OFFICE ARE THE ONLY ONES FINALED,FACTORY FLOOR RESTROOMS NOT COMPLETED.
I
I
I
Date/Time requested: Notice Type: Telephone Number:
Access:
_ ___ _ __. . — _ ----
--
__ ____ _---
�
Ready Date/Time: Requested By:
� Reinspect Fee � Fee Waived ❑ Reinspect Fee Paid
---------------------------------------------------------------------------------------------------------
ZONINGILAND USE CO�IIPWINCE CHECKLIST
/ t
JOB LOCATION: 3 Q l S l�c��� �J. vv��A-�v� ZONING �' 3
PROPERTY OWNERlCONTRACTOR:
CONSTRUCTION DATA: _ New Construc�ion Addition ______ Alteration
TYPE OF CONSTRUCTION: (i.e. fence, pooi, paricinp lot, sign, eic.)
�c,�►a-c-��s a�'��u ��r�-�e,��S.e - .
COMPLIANCE CHECKLlST
DEFICIENT COMMENTS
Use ��. _
Lot W dth � '
Lot Area ��,�� c� �`�.
Lot Area Per Famiiy
Floodptain WJ�1cc.�,�,t- ��� �c�'�.
Front Yard
Front Yard Side Streei I l �'�
Rear Yard �
Side Yards _ �� ,
8uiiding Area � \ ��
Partcing Standards
Off-Street Loading Standards ,
Vision Clearance ' � � ��,,�A C��'{t.,r �„~S'u`^�-,�`�, v�.�c�z
Transitional Yard Standards '`� �� �
Landscape Standards v��-,n,q,r�` ,�e
Height
Conditions of Approval
Compiiance with P.C. or .
BZA Conditions of Approval
Signage Standards .
Drainage Plan
REVIEVN AUTHORITY
As per Section 30-5 Enfor�cement of the City Zoning Ordinance, the Diredor of Community Developmerrt, or
designee, must approvai all ptans. except the following: (1) Atterations or interio�woric when the use is
conforming and when no cttiange i� use is proposed. (Z) Maintenancx items. e.g. siding, windows, etc..
when the use is contonnmg and when no ct�ange is proposed.
� APPROVED DENIED
Plan Cammission Ac�ion Required
Vanance(s) Required _
-��
REV(EWED BY: � _-__-- DATE: �`�-�'�%1
cG � ��
� �
.r r 1 T�T '
� �F�AI_NAf:r FI_AN f'f1MF!_ iANf:,. CHF,.Y,.. . _
JOE LOCATION � N'� �� ��
r�F;OF'E(:T'f OWNEf�/CONTRACTOF' � �fl� � � �r� �
TYF'E OF F'�:OFOSED CONSTRUCTION - ,
AFEA OF LOT?
Af�EA OF LOT TO EE DEUELOFEO =
I:�RAINAGE FLAN REDUIREDt YES= ��
OF.A7ivaGE FLAra AFFROVED � YES X NO —
COhIG ITI ONS OF AFFROUAL �
��
r_ONDITIONS OF DENIAL =
f;E'JIEW AUTHORITY � Approval of � plar�� or calculation� 1ha11 be L���
rt�e D i rector of �Put� 1 i c 4iork� or �je? i _ane� .
h�FUTEWED EY =
�� DATE � � °�—
� � �� �� Safety and Buildings
�v� ,p�'!�� { ,, 2331 SAN LUIS PL STE 150
� � GREEN BAY WI 54304
- - TDD#:(608)264-8777
�scons�n �,.�ommerce.state.wi.us/sb
www.wisconsin.gov
Department of Commerce
Scott McCallum,Governor
� Brenda J.Blanchard,Secretary
May 22,2001
CUST ID No.259382 ATTN:Bc�ildings&Structures Inspector
FISHER,RICHARD OSHKOSH INSPECTION
A E C 215 CHURCH AVE
5703 COLTNTY HWY A PO BOX 1130
OSHKOSH WI 54901 OSHKOSH WI 54902-1130
_ PERMISSION TO START CONSTRUCTION Identification Numbers
Transaction ID No.642887
SITE: Site ID No.629964
SITE ID: 629964, SIMMONS JiJVENILE PRODUCTS Please refer to both identification numbers,
WINNEBAGO COLJNTY,CITY OF OSHKOSH; 3015 N MAIN above,in all corres ondence with the aaenc .
ST,OSHKOSH 54903
FOR:
OBJECT TYPE:BUILDING REGULATED OBJECT ID NO.: 793076
6 METAL FRAME-LJNPROTECTED CLASS OF CONSTRUCTION, ADDITION PLAN, 19,800 PROJECT SQ FT,
COMPLETELY SPRINKLERED, OCCUPANCY(FACTORY/INDUSTRIAL)
The Department of Commerce has received construction plans for review for the subject project, submitted in
accordance with the provisions of Comm 50.12 or Comm 50.13, accompanied by the owner's request to begin
construction work on the Footings and Foundations prior to Departmental review and approval.
This letter will serve as the department's pernussion to the local building officials to allow construction of the
Footings and Foundations, only,for the subject project prior to review and approval by this department
NO REVIEW OF THE SUBI�IITTED DOCUMENTS HAS BEEN UNDERTAI�EN BY THE DEP�IENT
AT THIS TIME FOR CODE COMPLIANCE.
In accordance with the provisions of the owner's signed request to begin construction prior to departmental review
and approval,the owner will be required to make any changes after the plans have been reviewed,and to remove or
replace non-code complying parts of the foundations and/or footings.
Prior to the start of construction,all applicable building pernuts should be obtained from the local authorities ha��ina
jurisdiction in accordance with local laws and ordinances Nothing in this approval limits the power of municipalities
to make,or enforce, additional or more stringent regulations,providing the regulations do not conflict with this code
or any other rule of the department, or law.
DEPARTMENT CONDITIONS
1. If this project is in an unsewered area,a sanitary pemut must be obtained prior to the issuance of a local buildin�
permit.
� 2. This permission is only for footing and foundation work. Construction of the remainder of the building shall not
take place prior to departmental review and conditional approval of the construction plans.
3. If this construction project will disturb 5 or more acres of land, an Erosion Control Notice of Intent shall be filed
with the department.
Inquiries concernin;this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead. Please refer to Transaction ID�o. referred to in the regarding line when makin`, an inquiry or
submitting additional inforn�ation.
FISHER,RICHARD Page 2 5/22/O1
�
Sincerely,
U��
VICKY L BRENNAN
CUSTOMER SERVICE REPRESENTATIVE,INTEGRATED SERVICE
(920)492-5601 ,MONDAY-FRIDAY 8:OOAM-3PM
VBRENNAN@COMMERCE.STATE.W I.US
cc: PETER R OCHS ,BUILDING INSPECTOR,(920)929-3167,FRIDAY, 7:45 A.M. -4:30 P.M.
DANIEL DOWLING
� ,¢��' ��? Safety and Buildings
�-� s,
ti.; � 2331 SAN LUIS PL STE 150
'� � """` �'� ,*�� "`""Y GREEN BAY WI 54304
�� � TDD#:(608)264-8777
iscons�n ,!•.'�r '�� '� i ��� �•commerce.state.wi.us/sb
www.wisconsin.gov
Department of Commerce
���F;a,���,,�r�c� ,��- Scott McCallum,Governor
��r1����3.,,;F��;` ," •� '��•'"�� Brenda J. Blanchard,Secretary
���,I'4 ! s '"�'�.'��.LU i ilt�.��
June 04,2001
CUST ID No.263460 ATTN:Buildings&Structures Inspector
RICHARD J FISHER
AEC ARCHITECTS ENGINEERS OSHKOSH INSPECTION
CONSTRUCTION MANAGERS LLC 215 CHURCH AVE
5703 COLTNTY A PO BOX 1130
OSHKOSH WI 54901 OSHKOSH WI 54902-1130
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 06/04/2003 Identification Numbers
Transaction ID No.642387
SITE: Site ID No. 629964
SIMMONS Ji1VENILE PRODUCTS Please refer to both identification numbers,
WINNEBAGO COLTNTY,CITY OF OSHKOSH above, in all corres ondence with the a enc .
3015 N MAIN ST,OSHKOSH 54903
FOR:
DESCRIPTION: CHAPTER 54,FACTORY/INDUSTRIAL
OBJECT TYPE:BUILDING REGULATED OBJECT ID NO.: 793076
CLASS OF CONSTRUCTION: 6 METAL FRAME-UNPROTECTED, ADDITION PLAN, 19,800 PROJECT SQ.FT,
1 STORY BLDG., COMPLETELY SPRINKLERED, OCCUPANCY(FACTORY/INDUSTRIAL),
SPRINKLER DESIGN(NFPA-13 SPRINKLER)
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• COMM 50.12 This approval is for the building shell only. Interior improvement plans with a completed SBD-
118 application form and proper fees shall be submitted for review and approval as building alterations prior to
construction.
• COMM 50.12 Prior to installation, one copy of the metal building plans,calculations, a completed SBD-118
application form and a$100 submittal fee shall be submitted to this office and one copy provided at the job site.
When the total building volume exceeds 50,000 cubic feet, each set of plans shall bear an indication of review,
which has been signed or initialed by the building designer of record.
• COMM 50.12 This review does not include heating,ventilating or air conditioning. The owner should be
reminded that HVAC plans,calculations, a completed SBD-118 application form and appropriate fees are
required to be submitted for review and approval prior to installation.
• COMM 50.12 This review does not include lighting. COMM 63.01 Prior to installation, lighting plans and
calculations shall be prepared in compliance with the code and properly signed and sealed.The plans shall be
available at the job site as requested by the Department representative or local official.
• Submit,prior to installation,one(1)set of properly signed and sealed metal building plans, a completed SB-118
application forni including this transaction mimber and si�ned by the building designer, and$100 submittal f'ee
to Safety&Buildinos, P.O.Bos 7162,1�Iadison��'I.53707-7162
• COM�1�0.15� This structure is indicated as being fully protected by an automatic fire sprinkler system(see
VFPA li). This appro��al cioes not include a re��ie�v of the system. The owmer shall have and make a��ailable
upon request by the department a copy of die reports documentin� the acceptability of the completed system
(see tiFPA 13-19G9). �
RICHARD J FISHER Page 2 6/4/01
• COMM 54.12(1) This building is approved as an unoccupied storage building as toilet facilities have not been
provided.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authonzed representatives of the Department, which may include local inspectors. All pernuts
required by the state or the local murucipality shall be obtained prior to commencement of
c onstruction/installation/operation.
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sincerely, � FEE REQUIRED$ 820.00
�`������ � FEE RECEIVED $ 820.00
� BALANCE DliE $ 0.00
TONY YBOW
BUILD G PLAN REVIEWER,INTEGRATED SERVICES WiSMART code: 7648
(920)492-5609,M-R 7:00-4:45,F 7:00- 11:00
TGRZYBOWSKI@COMMERCE.STATE.WI.US
cc: PETER R OCHS ,BUILDING INSPECTOR, (920)929-3167,FRIDAY, 7:45 A.M. -4:30 P.M.
DANIEL DOWLING
( • T� Safety and Buildings
a.�,
i' ����i�Y, �s$ ,��'�' 2331 SAN LUIS PL STE 150
- , - '��-� ,�.:_s�, ;� ��` �} GREEN BAY WI 54304
� � � ' TDD#:(608)264-8777
iscons�n �,.�ommercestate.wi.us/sb
www.wisconsin.gov
Department of Commerce
� Scott McCallum,Governor
- ' ' ' �a- ! �f;' Brenda J.Blanchard,Secretary
.ti. >a..e t�
. ..,. .� .� i.1��E�.t_;%i'y`-"a",` •�.
JUIy i8�2��1 ,1
CUST ID No.263460 ATTN:Buildings&Structures Inspector
RICHARD J FISHER
AEC ARCHITECTS ENGINEERS OSHKOSH 1NSPECTION
CONSTRUCTION MANAGERS LLC 215 CHURCH AVE
5703 COUNTY A PO BOX 1130
OSHKOSH WI 54901 OSHKOSH WI 54902-1130
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 07/18/2003 Identification Numbers
Transaction ID No.657199
SITE: Site ID No.629964
DOWLING CONSTRUCTION Please refer to both identification numbers,
3015 N MAIN ST above, in all corres ondence with the a enc .
CITY OF OSHKOSH, 54903
WINNEBAGO COUNTY
FOR:
DESCRIPTION: Chapter 54,Factory/Industrial-Tenant Alteration
OBJECT TYPE: Building Regulated Object ID NO.: 793076
Class Of Construction: 6 Metal Frame-Unprotected; Alteration Plan; 14,400 Project Sq.Ft; 1 Story Bldg.;
Completely Sprinklered; Occupancy:Factory/Indush-ial; Sprinkler Design:NFPA-13 Sprinkler
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in
chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• COMM 50.12 This review does not include heating,ventilating or air conditioning. The owner should be
reminded that HVAC plans,calculations,a completed SBD-118 application form and appropriate fees are
required to be submitted for review and approval prior to installation.
• COMM 50.12 This review does not include lighting. COMM 63.01 Prior to installation, lighting plans and
calculations shall be prepared in compliance with the code and properly signed and sealed.The plans shall be
available at the job site as requested by the Department representative or local official.
• COMM 50.155 This structure is indicated as being fully protected by an automatic fire sprinkler system(see
NFPA 13). This approval does not include a review of the system. The owner shall have and make available
upon request by the depamnent a copy of the reports documenting the acceptability of the completed system
(see NFPA 13-1999).
As of this date,our records indicate the department has received partial payment for the service requested,the plans
will be held at this office until the balance is received. Please send the balance due to the return address indicated
above. To assure proper credit,please include a copy of this letter with the payment.
A copy of ihe approved plans, specifications and this letter shall be on-site during construcrion and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installatiorv`operation.
� �
RICHARD J FISHER Page 2 7/18/01
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sincerely, FEE REQUIRED $ 770.00
FEE RECEIVED $ 150.00
� BALANCE DUE $ 620.00
TONY� OWS Make checks payable to
BUIL G PLAN IEWER,iNTEGRATED SERVICES COMMERCE.
(920)492-5609,M-R 7:00-4:45,F 7:00- 11:00 WiSMART code: 7648
TGRZYBO W SKI@COMMERCE.STATE.WI.US
cc: PETER R UCHS,BUILDING INSPECTOR, (920)929-3167,FRIDAY, 7:45 A.M. -4:30 P.:vI.
DANIEL DOWLING
. �
� Safety and Buildings
' � � �,� �-� r M zj: 2 � 2331 SAN LUIS PL STE 150
�'� �� �`� � �� � ;; ; GREEN BAY WI 54304
• � � , �� rr ` ;^''�� � �,..x.-ti,.�' TDD#:(608)264-8777
iscons�n �•commerce.state.wi.us/sb
- www.wisconsin.gov
Department of Commerce �} �' %��`"
Scott McCallum,Governor
- ^-�.s-r Brenda J.Blanchard,Secretary
�. . � _ +f�_i' i
i.
� � ' � C,� L _..__,. ...._,.�
August O1,2001
CUST ID No. 263460 ATTN:Buildings&Structures Inspector
RICHARD J FISHER
AEC ARCHITECTS ENGINEERS OSHKOSH INSPECTION
CONSTRUCTION MANAGERS LLC 215 CHURCH AVE
5703 COUNTY A PO BOX 1130
OSHKOSH WI 54901 OSHKOSH WI 54902-1130
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/O1!2003 Identification Numbers
Transaction ID No.662832
SITE: Site ID No.629964
SIMMONS JLJVENILE PRODUCTS Please refer to both identificarion numbers,
3015 N MAIN ST above, in all cones ondence with the a enc .
CITY OF OSHKOSH, 54903
WINNEBAGO COUNTY
FOR:
DESCRIPTION: Chapter 54,Factory/Industrial-Revision
OBJECT TYPE:Building Regulated Object ID NO.: 793076
Class of Construction: 6 Metal Frame-Unprotected; Revision Plan; 19,800 Project Sq. Ft; 1 Story Bldg.;
Compietely Sprinklered; Occupancy:Factory/Industrial; Sprinkler Design:NFPA-13 Sprinkler
The submittal described above has been reviewed for conformance with applicable Wisconsin AdministrativeCodes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10),Wisconsin Statutes, is responsible for compliance with all code requirements.
The following condirions shall be met during construcrion or installation and prior to occupancy or use:
• COMM 50.12 This review does not include heating,ventilating or air conditioning. The owner should be
reminded that HVAC plans,calculations,a completed SBD-118 application form and appropriate fees are
required to be submitted for review and approval prior to installation.
• COMM 50.12 This review does not include lighting. COMM 63.01 Prior to installation, lighting plans and
calcularions shall be prepared in compliance with the code and properly signed and sealed.The plans shall be
available at the job site as requested by the Department representative or local official.
• COMM 50.155 This structure is indicated as being fully protected by an automatic fire sprinkler system(see
NFPA 13). This approval does not include a review of the system. The owner shall have and make available
upon request by the departrnent a copy of the reports documenting the acceptability of the completed system
(see NFPA 13-1999).
• Submit,prior to installation,one(1)set of properly signed and sealed metal building plans,a compieted SB-118
application form including this transaction number and signed by the building designer,and$100 submittal fee
to Safety&Buildings,P.O.Boz 7162,Madison WI.53707-7162
A copy of the approved plans,specifications and this letter shall be on-site during construction and open to
inspection by authorized representarives of the Department,which may include local inspectors. All pemuu
required by the state or the local municipality shall be obtained prior to commencement of
c onstruction/insta llation/operation.
RICHARD J FISHER Page 2 8/1/O1
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building,struchue,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sincerely, ; FEE REQUIRED$ 150.00
FEE RECEIVED $ 150.00
� BALANCE DUE $ 0.00
TONY G OWSKI
BUILDING PLAN REV WER,INTEGRATED SERVICES WiSMART code: 7648
(920)492-5609 ,M-R 7:00-4:45,F 7:00- 11:00 !
TGRZYBOWSKI@COMMERCE.STATE.WI.US ;
cc: PETER R OCHS,BUILDING INSPECTOR,(920)929-3167 ,FRIDAY,7:45 A.M. -4:30 P.M.
DANIEL DOWLING
Safety and Buildings
� � ���� � ��� 233� TDD#:AYWIT54304
� � (608)264-8777
• iscons�n �•commerce.state.wi.us/sb
�' J r 2 C 2�(i� www.wisconsin.gov
Department of Commerce '
Scott McCallum,Governor
D�P�RTII►1�Pa�' C�i Brenda J.Blanchard,Secretary
u�: ��� �;
August 22,2001
CUST ID No.684624 ATTN:Buildings 8z Structures Inspector
RICK W BERRY OSHKOSH INSPECTION
GUSTAVE A LARSON CO 215 CHURCH AVE
1301 STARLING LN PO BOX 1130
WAUSAU WI 54401 OSHKOSH WI 54902-1130
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 06/04/2003 Identification Numbers
Transaction ID No.669525
SITE: Site ID No.629964
SIMMONS JLTVENILE PRODUCTS Please refer to both identification numbers,
3015 N MAIN ST above,in all corres ondence with the aeenc .
CITY OF OSHKOSH, 54903
WINNEBAGO COUNTY
FACILITY:DOWLING CONSTRUCTION TENANT 3015 N MAIN ST, OSHKOSH 54903
FOR:
DESCRIPTION: HVAC ADDITION TWO TENANTS
OBJECT TYPE: HVAC SYSTEM REGULATED OBJECT ID NO.: 807998
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• COMM 64.05(2)(a) Provide a minimum of outside air in the amount of 7.5 CFM per person in the buildin�,
increase supply 75 CFM. Simultaneously exhaust an equal amount of au. See Table 64.05 for conference rooms.
• COMM 64.09(1)(d) Heating equipment not required to be located in a fire-resistive room,combustion air may
be provided by means of infiltration where the total area of outdoor openings is greater than 3%of the floor area
in which the equipment is located and where 150%of the air required for theoretical complete combustion is no
greater than'/<au change per hour. Verify to inspector for all unit heaters(note Warehouse does not meet 3%).
• Note that this approval does not pernut the storing of motor vehicles in either tenant space(both have 14' x 14'
overhead doors to them),as plans have not been designed for such use of this building addition.
• COMM 50.12 Submit,prior to installation,one(1)set of properly signed and sealed metal building plans, a
completed SB-118 application form including this transaction number and signed by the building designer, and
$100 submittal fee to Safety&Buildings,P.O.Box 7162,Madison WI 53707-7162 and one copy provided at
the job site. When the total building volume exceeds 50,000 cubic feet,each set of plans shall bear an
indication of review which has been signed or initialed by the building designer of record.
• COMM 50.12 This review does not include lighting.COMM 63.01 Prior to installation, lighting plans and
calculations shall be prepared in compliance with the code and properly signed and sealed.The plans shall be
available at the job site as requested by the Department representative or local official.
A copy of the approved plans,specifications and this letter shall be on-site during construction and open to
inspection by authorized represeatatives of the Department, which may include local inspectors. All pernvts
required by the state or the local municipality shall be obtained prior to commencement of
c onstruc tio�v'installatiom'opera tion.
,
RICK W BERRY Page 2 8/22/O1
�
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state statutes 101.12(2),nothing in tYus review
shall relieve the designer of the responsibility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, FEE REQUIRED$ 440.00
� �� FEE RECEIVED$ 500.00
,�� � ���� � REFUND AMT $ 60.00
JACK A MILLER
PLAN REVIEWER,INTEGRATED SERVICES WiSMART code: 7648
(608)785-9348,M-F 7:45 AM-4:30 PM
JAMILLER@COMMERCE.STATE.W I.US
cc: PETER R OCHS,BUILDING INSPECTOR,(920)929-3167 ,FRIDAY, 7:45 A.M. -4:30 P.M.
DAMEL DOWLING
I
Safery and Buildings
� 2331 SAN LUIS PL STE 150
GREEN BAY WI 54304
� � � • : ' TDD#:(608)264-8777
�scons�n t� � �{� �'��"� � °° ' �•commerce.state.wi.us/sb
www.wisconsin.gov
Department of Commerce � �, ,.
� n �' � Scott McCallum,Governor
Brenda J. Blanchard,Secretary
Rf... _ . . - . ....
t�4.. I,. � _ .
17�. ' '
..,� . ' " _.. , ... , i .... . . 1
August 03,2001
CUST ID No. 263460 ATTN: Building cPc Structures Inspector
RICHARD J FISHER
AEC ARCHITECTS ENGINEERS OSHKOSH INSPECTION
CONSTRUCTION MANAGERS LLC 215 CHURCH AVE
5703 COUNTY A PO BOX 1130
OSHKOSH WI 54901 OSHKOSH WI 54902-1130
RE: Removal of the Proposed NFPA Sprinkler System. Identification Numbers
Transaction ID No.662832
SITE: Site ID No.629964
SIMMONS JIJVENILE PRODUCTS Please refer to both identification numbers,
3015 N MAIN ST above,in all corres ondence with the a enc .
CITY OF OSHKOSH, 54903
WINNEBAGO COUNTY
FOR:
DESCRIPTION: CHAPTER 54,FACTORY/INDUSTRIAL-REVISION
OBJECT TYPE:BUILDING REGULATED OBJECT ID NO.: 793076
CLASS OF CONSTRUCTION: 6 METAL FRAME-UNPROTECTED; REVISION PLAN; 19,800 PROJECT SQ.FT;
1 STORY BLDG.; UNSPRINKLERED; OCCUPANCY: FACTORY/INDUSTRIAL
• Based on the number of Streets exposure,exit distance and the letter of file from the Oshkosh Fire Departrnent
the NFPA 13 Sprinkler System that was proposed for this addition will not be required.
Inquiries concerning this conespondence may be made to me at the telephone number listed below,or at the address
on this letterhead. Please refer to Transaction ID No.referred to in the regarding line when making an inquiry or
submitting additiona' inforn�ation.
Sincerely,
TO YBOW
BUILDING PLAN P�EVIEWER,INTEGRATED SERVICES
(920)492-5609,M-R 7:00-4:45,F 7:00- 11:00
TGRZYBOWSKI@COMMERCE.STATE.WI.US
cc: PETER R OCHS,BLTILDING INSPECTOR,(920)929-3167,FRIDAY, 7:45 A.M.-4:30 P.M.
DA1vIEL DOWLING
Safety and Buildings
� 2331 SAN LUIS PL STE 150
GREEN BAY WI 54304
� � TDD#:(608)264-8777
�scons�n �•�mmerce.state.wi.us/sb
www.wisconsin.gov
Department of Commerce
Scott McCalium,Governor
Philip Edw.Albert,Acting Secretary
November 21,2001
CUST ID No.263460 ATTN:Buildings&Structures Inspector
OSHKOSH INSPECTION
RICHARD J FISHER 215 CHURCH AVE
5703 COLINTY A PO BOX 1130
OSHKOSH WI 54901 OSHKOSH WI 54902-1130
COMPONENT RECEIVED Identification Numbers
Transaction ID No.691243
SITE: Site ID No.629964
Simmons Juvenile Products Please refer to both idenrification numbers,
3015 N Main St above,in all corres ondence with the a enc .
City of Oshkosh,54903
Winnebago County
Facility:Dowling Construction Tenant 3015 N Main St, Oshkosh 54903
FOR:
Object Type: Metal Building Regulated Object ID No.: 821623
Your submission of the above component(s)plans have been received by this department and the plans and other
related documents have been filed with our records for the subject project.
The submitted materials HAVE NOT BEEN REVIEWED for compliance with all applicable administrative rules.
The department will rely on,and hold responsible,the building design professional and/or supervising professional
of record for compliance with the rules. The responsible professional should particularly insure that proper loads
and fire resistive rating have been incorporated to correspond to the building design.Particularly insure:proper dead
and live loading, including snow drift loading increases,equipment loads,proper bearing/supports, concentrated
loads etc,are properly conveyed to foundations; and that required fire ratings have been employed.
The department reserves the right to formally review the plans in the future if the department deternunes that such a
review is warranted,and to order corrective actions with respect to the outcome of that re�iew.
A copy of the plan that is identical to the plan submitted for our file shall be available for inspection at the job
site. When the total building volume exceeds 50,000 cubic feet,the plan shall bear an indication of review that has
been signed or initialed by the building designer of record.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead. Please refer to Transaction ID No.referred to in the regarding line when making an inquiry or
submitting additional information.
Sincerely, Fee Required$ 100.00
Fee Received$ 100.00
Balance Due$ 0.00
Bradle . Johnson,P.E.
Section Chief, Integrated Services WiSMART code: 7648
(920)492-5605 ,Monday-Friday 7:OOAM-3:30PM
bj ohnson@commerce.state.wi.us
cc: Peter R Ochs,Building Inspector, (920)929-3167 ,Friday, 7:45 a.m. -4:30 p.m.
Daniel Dowling
09/15EP.13.c��1!2:1��34AMT15 A. E. C.� ser�1Y ac n�l�.ull��� N0.171 P.1�2
SqFETY AND BUILDINGS O��SbN
• ' 201 Wc:t Washina�n Awnuc
FAX COVER SWEET p����7969
Madt�on,Wisconsin 537D3
Date Sent: �f�7.�o� Pages Sent (excluding this cover): ` �
T�' �� FROM: Stev� Dobratz—Section Chief
Safety � Buildings—Sh�wano
6ureau of integrated Services
FAX#: °l �..Z��� FAX#: (715) 524-3633
PHONE: �Z. -��c � PHONE_ 715 524-6853
S ecial Instructions:
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A rchitects
� � Engineers
� Construction Managers, LtC
DATE: SETEMBER 12, 200�
*�= ALLYN DANNHOFF FAX 236�084
CC: p�TER AT DOWLING CONST. FAX 233-7462
FROM: RICK FISNER
PRpJECT,� DOWLING CONSTRUCTION OFFICE
LOCAT/ON: OSHKOSH,WISCONSIN
NUMBER OF SHEETS/NCLUD/NG THIS COVER SHEET.• 12
COMMENTS: THIS FAX IS TO ADDRESS ITEMS FOR COMPLIACE
THE COMPLIAC�S7AT�M�NT WILL B�S�NT WHEN CONSTRUCTION IS
COMPL�7ED THE FOLLOWING ITEMS MUST BE ADbRESSED
INSTALL FIRE EXTIGISHERS, BUILD FIREIANE, INSTALL H.C. PARKING
SIGN, FINISH PAVING AT ENTRYS TO ELIMINATE 2"STEP,ADD
STRIPING AT H.C, PARKING 8 INSULATE OFFICE CEILING.
THE COMPONET SUBMITTALS HAVE BEEN MADE.
ATTACHED ARE CALCULATIONS FOR THE FOOTING ANb THE HVAC
ATTACHMENT TO THE MTL. BUILDING.
DETAILS OF FIRE WALL JOINTS AND FIR�WALUM7L. BUILDING
CONNECTIONS. 7HE DOC W1LL BE FAXING ACCEPTANCE OF THE
ENDWALL CONDITION.WE WILL MAKE ANY REQUIRED CHqNGES
CAI.�Ea FOR IN THAT FAX.
QUESTIONS ABOUT TH/S FAX SHOULD BE DIRECTED TO AEC At(920� 233-6908.
MAIL,FAX, OR E-MAIL RESPONSES TO:
AEC Ar+chftects/FnQinears/Consirurtfon Mgrs., LLC
5703 COUNTY ROAD"A"
OSHKOSH, W! 5490i
FAX.� (920)233-6933
E-MAIL: fisherf�aecllc.com
FAX TRANSMITrAL
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olaments an: noncombusub)t, peovide dur�ble fine n;�is• ppyslca!ptopaKies of materials and fire rcsistxnec for vari- : _
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mA��rcaUy fire rcsiacam, and nu�y br ilesignod to rosintain t�ollow eoncreta marc►nry unl� witli grout or with vxrious
sm►ecu�al tn�r.�n�y for uvcr[our huurs o[r�n expusure, looxe•fill rneteri�s F►ave aiso been d�xumtntt�S by[cstint, i� "
CoqCtOt�it�aaonry ie Alao ur+uQ tu D►9tcC<<hc ctr�e- �dition.ran�arch documentin� the firo reiiswnco properties •
-.... tunsl istk�rity of scoel ftom tlta expocuro, of opn�rol jolnt maadal�. pla►tcr.4tueeo.aaQ drywall fin• �
islw. ir u�:� iu de�etmini��= eho firt ree�etnetou rnting� of '�`�
Ue�erm�nin�Flre Rrstst�qcr Ryti�y�. ooncrete mudotlry Resdmblies �
The f�re re.si�lancc ralin�p�:riod of eonaete masonry 'iZ�e li�t endurance atln�oFwncrue masonry tintels r
elemenes is ekKcrmined by tehciqg,by culculation modiods,ar nnd beam�is decem�ieed by tha maKimwr►c�mpereturC of the
shruush o liuing serYj�e. r�inPotci�etee]dunn`thv fin e!tpu6urG pedod, Rece�rch :
Te.rpob uf n�piL�entative elenun[y of�he const�vc- has shuwn�h+�icmpero�urec in �hc cora of rainforcin�.tcel �
uvn�n u�aordance wich 9eti�durd flce te9�rne�huds Is�enar- in ezc;csw uP 1000^P (53B^C}pcodua un aclvcryc al'I'ect un tht
ally noc prac�iSal duc to the expenso uE the test and the time tensila s[reneth of[he neel.�e uae of m�ohry covtr o��a .
requited to bui1Q, cure and teet rearasenwnve ypecimenb. r�;nfaci��g bers deluys the terqperatun riae in the steel,thuc !
The muat proc;li�:al and m�st wmmonly used me�hod ol �ncrc�s�ng the fira enau�e�a period of che masonry colun:ns, �,
de►rrminln�ihe flra re�lsunee radn�of c�nccete musqnry i� ti�[els ur beams. •
by calculatiun. �""
CalcuJacion mechude dacern�ioa f re res�scance rat- Spetltyin�Fire Aesis�sncc Ratiatin� '
inL�batiul c�n phys��x�una rnuieripl proptnies uPthe coi�rrctc Re9uirement6 for cumptying wi�h tht firt cetis-
masonr}�, spch os tH� equlYolent hi�knesa and A�ro�ate canca rutin�of v�rlous concrote ntaaonry aasemblie6 are
�rr���^��;n�ne manufQCroce of u,e concn�e masonry�niu. prestnt2d In the spooification,wbich is an inte�rul parc of
7'hase enle�larion methals nre based on exrenslve reseatcli thic TEK. The S�eelfieR►iun fnr Pire Res!lrfentd Rurin�s
wbieh aN4►blished u�uialianJ►ip bciw�q Dhysical propeRios of Connuc Masonry coverr wall eLSanbGti, eoncretc
of martri�IF and the f re recistanea rntina. uweonry columns,bonms.lintolr.und steo!culumna pro-
Privrt�oommercielli�dngservice�pru�idr:an r1G�;r uc�ed py concro�e r�esonry. lc also lnclodes desl�n.
nacjve to tfte epleutatiun rnat�al, TAe lisan� seNice ap- const�uctior and rnxterinl r�qu;fementa �o assuce etrue-
pro�h allows tqe dasignec w srlec�a fire tettd �tsae�nbty tural parfnrmence under flre exposure condiuons. Calcu-
wh►Lh t'ie�bccn prcviou.rty etars�fied A oireeWry of Ilsued Ixtiun mtthoda Aecoun� ror �he ad4zd Piee trcittRnce
I ir�r.►sed,��.��mhllrti i.a�.��lahlc ihrcx�gh�he Iistii�E service cuol�ihutc�) hr the pinstrr, dr�N�ull 1'ini�hc�, nn�l cnrci
Thz lis�in� �er�ice mnnitru•c mareriuls end productlnn [n filtedwithgrc�i�torcertainluc�se-(illmaiet�alr,.. Dc�ailsuf
vi,'rify th3l thc concmtc ct�a�on�y uni�a en:in cumplirnc;c wi
�DP�'�PrynIC ��and�rds. A �rrmium is us�ially cNnrged f� post-it'Fax Note 7671 0��o x o � �
pagcs
TEK 7•10 1773 Nmlmal Ccncrcic Mnwivy Mrvtioticm T v - �S d� From �G�( ?^�S Nf��
Co.IDept f y .Q R Co. -
Pnono N Pnone ur'ZC'� ��;.'� �t4{'y
Fax n-7�!;-I.��q 7i,�i> FnY u J�,'ri�-,r.,S<-;•�' S��
SEP.SZ.2001 6�31PM A. E. C. N0.163 P.5i12
' - OLT—�S—Y� �2:�i PM RILMaRD.WAL'fER ai4 7i3 '�8�3 r. B.
Specincation for F�re Rewlstance Ret1nQ af Concrete Maconry • �
1. Stope ' ayuly�lent thickae5s oP Yypsutr►Wallb44rd vi syPsum-e�nJ ,'�.
T�ic speeif�ca�ion coveta iuethodc fot detennining the plasttr installed p�er coqe�ele m:uonry►halt br�qu81 tp !`
tucnsisranceracingorconcretemasonry assernbl�ec,ln�ud- y�/j�l��c t3te specltled thichneys uf the finish.� ���
iug w311�,eoiumns,tinteis,beAms�and coucKte u�aso�uy firo 5�1�2�1 Gypbum w�Jpprrd or 1+)�h aad p145tor used io� �•
prute�tian fur ce�t eulumaa. inereuse �►u firt reciswnee radug of an auembiy �Aall be' ��' '
anaekied ln rccorelen�e wi�h onz of cho followinr q�elhode:
2. Gener�i Re�uiromrnt� (a) Srlf-tappinII dryw�ll sarowa,apqCWl nt A maximu�f of
Tbe desi�n, eonstruction ond macertul irquirrnunu af 1 Z in.(305 mm}on eentrr,and pern�ra�ing���in.(to n�m)inta
,nauoqry, i��cluelint units, morsar,�ZVUt,conuol joint mate- , rerilienc stael.furri� chnnnofa n►qninY horizon�ally end
riet�,end r�inforcemene shell eomply wilh Usvi cequireptanls � apacod nl a eri�lhimum:M1 in.(607 mm)on eentor,
of chr genetal builJing cocle, (b)Larl�nailc spaeed ut a maximum of l?in,(305�u)ort '
3� Fira R�i�t�nee G°'��P�evntin�91e in.(19 mm)intonornlnal] z 2 in.�25
ti�cttrtQ Aeriude x S 1 mm)wqod fi►riing svip5 chat ero sacucod to tha musonry
Th�fre resls�anceaPconcrece masonry assemblits shall b� by 2 in.(S 1 mm)concrete nails spaeea a ptaxlmum of 1 b In,
dekrn►inecl by test in aCvordanco with Section 4,ur derived (a06 mm)�n eenter.
u accordanco with the calculatioa cnethods;e 3eet[on S, (c)A s/�in.(]0 mm)bead of panel adhosivo around ths �
petimeter of che ivoilbourd and across tha die�onWs. Mec +
4� Fire Te�t:I7ethOd ' •' �he wul]bosrd 4s lamina�cd to the concceu masonry surfa,ce.
Ftze re►ictenro uetem�inad ia uconisnce w1lh thia section ic sholi bnsvcutnd�iU�ona rwii tor o�cb two syuare fe�l uf - �
aleall bo babod op te6tiu�a rdpresrate�lve asstmbly in eecun panel. � �
�ence WitdStundundTest Methoal�for Finr Tc.rts oJBullding S.Z.22 Plarter�d wtucw fin��he�wynd ta increaxe thc '
Consrr�c�lon aqd MA/erlats.ASTM E 1 l9�s�> flea resistatuc tspn� shat! be applied w �he sudace of �
masonry in aaeordv�ce wi�h ct�e pmvislons of cdt sane�af ,
S� CAlculatioo MetLods building cale. . -
'Irio firo resiv[ance of wncrete maao�ry assetublies 56all be S.2 Fllltn�Cel1s wfch Loo�e PW 114Aferipl, TAe equiva•
� derr.r��wied;n nccordaact wi►h the toquitomonts af Satloc�s Nsnt'thickness'of conerete mRsqnry aa�t�nbties constructcd
6 chcouEh [0. wich'bpllow concrete maaonry wtils fllled w�ith lcoa3 fill .
S,1 6qufvrknt Thickrx�a The equivalent thielcne:c of macef��)sroa�plyln��+ich SeetJon 5,2,1 sh�ll bo wktn as the
concn�e mopo�y ac�eatblio�, T, 6h�1!bo t�p oquivalmc rpocified thieknas, , �
Wick�est of t�e cmcrete mASOr►ry Mnit, �'�;�d�t�rminad'`lp 3,1.I Loode 8(1 maRerj�l plaxd in tha anaa of hdlow �
�econlancc wi�h Srandord.tilcrhodr njsumpllag ond TtaNng �npcPnry unit� to l�ne�e'the fre rtdtt�uioe fltin�of the :
Concieto M�SORry Unils,ASTM C 140,°0�plua t6o equivn- asSeR�bJy 6he11 ba sand,pea�avel, c�shed s�on�,or rla� •
kac[hicknty�ot fiqirhas, T�(Section i�d.�)• : (AS7M�33);a�s pntnioe�sooria.�p`nded ehale.expended
�w P,+TN �Eqn:'s.t ' elay;''ezpAOQed'slate; expApded cl�;expinded fly�ch, ' `"
S�L� So1id Gredud Cotu�tructian, �T3e tquiv�lenl cindec�(A.STM C 331,C 331)«�'�,ptrlite or vcrmi¢ulite
��+cknc�,Y, T,,o[ca�creie tnasonry unik which are 6otiQly (AS'fM C 332,C 516,C 54y)«`�h�'' �
�yvwbJ ol�all Lo w}.vu aa LLc o�v�ifia�]��l�luiryy uf�li�UnJ�.
S.I.2 Fiqhbes, Thp qquivulent thSc�ima�s of po�ttaed 6.4 W►U�aembliep ' , , t .,j
cement•sand ptaster applied o�u conucete masonty shaU 'I]�e�tire resluraee rating af conenste cnaeonry wall adsem• -
oqual the s�i�ied thickneo.r of tht p laator f i n i t h.' 'I'b o blies sha116�in ac�ordsn,x wi�h Tabk 6.0 and Sa:don 6.1. • '
Y
. :
' Table 6.0 ' -
1�Iee Reeietaaoe Ratln�Perlod ot Concrete Masonry AssemWlea
, _�:, .
` � Minintum eequirod�equivoleut�hicknecs,in,(mrn),af tha concreeo masoary�ssembiy,uj '
Ag�rC��to tyPa io the � to rchieve a firo reaisuoce rntin�pedod of
,.'oncrece matonry unit�"� ' 4 hr.' �°3�hr. 2 ht, 1.S hr. 1 hr, 0.75 ht. 0.5 hc.
Calc+urous or siliccx�us �r�ve1 6.2 (15'n 3,3 (US� 4.2 (ip�) 3�6 (91) 2.8 (71) 2,4 (GI) 2,0 (51)
Limcstonc.cinders or slag S.9 t150) �SA (127) 4.0,(142) 3.4 (86) 2.7 (69) 2,3 (�8) L9 (4B) '
E:p�nded clqy,�hwl�or�late _ S,l q(l3Q) 4:4�(l lz) 3.6�(9!} 3,3�(84) 2.6 (66) 2.2 ($6),, 1.8 (46) �
�apandad sla�oi pumice 4.7 (1!9) 4.0�(]02) 3.2 (Bl) 2.1 (69)�� �2.1�(S3) �.I.9 (48) 1,5 ("s8) � �•.'
"�I�Itb f�`�n�J(KC I.yl�:,:h��lu tCtl�hd Ih�ai�_, ��r� � . ,��ip. �.,�ri ��• �,I.Ii.ICd n���y hc Jr�rrmineJ hr lim�r ime�p��l�inn h.�.r�!un ihe ``
u�uivnlene�Aickne*r vKt�e of cho concrerc ma;i�nry aoxmQly.
�'Mimmum r�x�uired cyuivuem thickney?cocrt�pend����rn q��hwrly 11re re►iawnce uunglor u�►it�maclt with a cambina�on of a�y►a�utes
shAll be ile�etrtliticd b l:neer tnrrrpota�iurl bas��f un�he penem�y volunx�or eoeh Q�yYgrte u,�c!�n thv menuracwre. .
..� . r... . . . .1 .� .� ..� .�.� .. �h�V�t' .�.��.uW��/�� � . - . ..�. .•. . �:�N....i_���
SEP.12.2001 6�3zPM A. E. C. N0.163 P.6i12
, , O�_T-d�-9E V1:36 PM RICHpRA.WpLTER a14 i7. 28a3 P.Oi
, , �.
. �
PlSure 6.1 �'teuro S,0 � � }' •r,
�L Fire Resietrnce uf Multl-Wytho Mnronry W�11 Coucro�Jotat�t�r Fir�RaucaAC Copccote M�aonry � � ,.f.
�/ `Aa�em613ra' �•�. ;;�
, ,,,
� W?'tyt lk�) Air space fo�tor(A�tor . ' '•. ,t�
wiQdls'Iz in,(I 3 mrt�or . . Sealant aod bocicer . ."�,'w}
greater ,
�;a�� �, �..�O: `s?'�tJ P :;0,:`,Q�;�; ����,' Prcfamcx!�auket y�
�:; ,�------------��:,. ..��..:,. ,,,.,,� �pu �
� f
` •` �- '��' ��`,;.��` 1 ,�� ' ' I
� �� ��� ', . �
! wy��t�,> . �\� ��,� � ,
± ' • .` , • � '�: • , �+ ,.•�,'.
. � � �--� � �
� �' ��u
R,=Fire resistanee tating of wythe l ., ,� ..:..:� ,.:..� .. .
Ri m F�Te resistance�adng uf Wythe 2 � �
A,=Alr spacc facwc=0.3 ���� i � '
� .�..� • •
:
•`� ,���F �{�
6•1 Mttlti-Wythe Wall Ar�embl(es 2 Hour Pire Rss;lt�ce R�ti� �
Il►e fi��e resicc�ue rat��uf mWci-wyc��ws�l�(Fit„ro b.]) -
shall bz bx,ecl c►n il�e f,re resl�co,�ee n f e•rc:h wyNa ond�he�ir �
�p�cu t�tweon euclt wychr in ucoonlancc wi�h 6quation 6.l. Se�lant und bach:r �
R=(R�`j°t R�ar�r...4/t�a�0�A� +Ai+...A�'s �y�.6.t v a fl Geramic fl6cr frlt f
r^ ' � ' �� (alamina-sillca fibe») , I
. where: 'a a a'. Q ` , • �
�•/ R,, R ...��� fin reeistance raqn�of wythe 1, 2,;,a, ' � Vertical reinfor�ement - '
rasptodve�y(hours)• ���Mch iide of jolor ' ' '
AM Ar.,.A,� 0.30;Facwr for ear,h�;r spaee. l,,2,...n, �� � �— -
rospecGvay. huvinF a w�dch of �/� ,n. (�3 aun) or aioni •� ���'��.� � �
b0{wObn wyrl�u, ' -
., �.� I
�t � ' � ' •"�
7A Ratnforced Cuncrete Mtuanry Columns � �"':j .*i !
. •�.
The fir� ncisrwue rn6 uF roinPorce • "'�:. ' - 1
�8 tl �oncrccc macpnry
cx�Jumns shail be basrA on �ha Isnii ptsa�imCndion of tlle � �' , -�
colwnn in�cJnuce witli tht requineNea►ce of T;tbl�7.0. 4 F[ouc Fite Resietaace RAUDg
The minimum cuver of van�pal Kinforcemou�ahr)t be 2 in. ` - `ti.
(S1 mm) . -;• _ ��,
$und broaknr SoAtant and becicer • "
7wb1e 7.0 , ;,;; �:,: _ .�,.� ,, � J
Relaforct0 Concr�te Muoorr Columas ,., :" ,�,',• .
, '', `�, `,• -•
• '���:' �':�:�,L,�,!'' .
- ....:.:. ..-:�.,� �:. .:
Minlmum cn�umn dimeaslons�in,(pun), '
I�r Ttt rFSiStanco ratin� of: Grout key �
i
�Hour Fitc Rc�idtaaro Ra�inr �
1 hour 2 buurs 3 huun 4 houre Moctor('/:ln.,19 rnrn
minin�uni dep�b) Se�tanl and bucker ,
8(203) k0(234� 22(30S) 14(356) ,
, ..., . . . .,.;�. ;:1,;:` ,'. "' .I
.. ��`�• "�'�
1t.(I Cun�nd�ointe - - `-•
�on��l joinse ist Frc r��cd wull as�ernblies sh�ll6e In
rcavcdancn wirD F�burc 8.0, .. 4 H04f F�lC RCS16f81fCC$Ap�s - �
ti
� ,� � .. •r�,,,
• ♦ _ � � .. , . , :� ,a...i.�,��
SEP.1z.2001 6-32PM A. E. C. N0.163 P.7i12
, �JCT—b�—y3 02:�'� PM RICHARD.WRLTER 414 773 Z6Z3 P.O�
� � j
� �
9.0 Coacrete Muoary Llntet� F�u�e lO.Q—Detat�of Coocrete M83vpry Coluran I '
?h�11fC rr.�iStAnCe-u�ing o�cnncre►e r��as4nry(in�els apall • pra��uon for CoromoNr Uard ShMpel� � •i "
�bo de�crouned baaoJ upon�ht pominal tt�;knzse otih�untei ', • � , � ,
u►d tc,e ►�,nimua�► cover of lontitudinal ceinlotcetnenl in . d . � �
w �: � ti
accor�ance wi�t, 7'able 9.0. ' � ` .� .
Table 9.0 � �� � � � � � . !
R�ntorced Concre6e MBSQnry i,lptel� ' � Q Q ' �
Mtnimum Loogltudinsi kal��forclag Cuve�, d
rn.cmm)
NPmina[ ' � � `
lipcel width� • Firr tcsis�unce raong O �1 � 0 Q � (� O �
ia.�(mrn) 1 Dout 2 houcs 31�oun 4 Auuca ' .
. 6(152} 4'/a(3H) 2 (SI) � ' ". ' • ' "
_�ui,8(203) 1+/i(38) 1'h(38) 1�/a('14) 3 (?� , :Pa°Z�►�'1,�t,�N'.":.�..,, .p.�� ' ,. � �. {
_ ,:, ,�,
� 1 G 1254)�r narc 1'h(3R) I`I:(38) 1'/2(3d) 1'/.(q4) ' '' ^ d,: ''�. ,
. . . , � � t
• 10.0 Stee!Columnr Proteckd by Coneret�Ma�qnry n Q 0 • '
Tbo fi�o �wiyuna ruci� of�tx] cotu�ru►s procecced by u � � l
concsat� maso��ry as illuctrnted U Figucz 10.a rhnll ,be ' ' ° 0 � � �
,• • •de�ccnqnc4 br Pyt�euon 10.p,bc{uw: , ,�;; ,,r� �;: :' U.25p O • T;• D P•_�• .
� �
R=0.17(W/p�"'+ (O.Z83{T�,��/k�ij X �. . '
• [I.0+(42.7{(�/DTNU(0,25p+T,�}o.a�I1 (Enstlsh units) O d � 0 - '
R�1,.^.2(u/p,�07+ �O.OQ21(T al.e�kai�x • .
�i,o+cz.a9xlo�{���ry�o.Z�p+7,�10*))� (51 uniwj o.�'� . �
„ Wher�: . . . ' ":-:; ; SP�CIl�'iCAT�ON�4MM�NTARY ,
R .s Fre ra.iceaacc cet�n�of cbe'column nssG�qbly.hr. , � .
' A� =Croac•cocdon�l erea vf tha.ecpe!�column,in.''(m') ' l. 6cope i ' •_ 1
a =Den�iry of eoaeroto ma�onry protectien,pcf(kg/ml) 'I�►e scupe of the Speci�cution include+�rssembliee co�n- � � '
p�■Hwied jxrima�of r�tel column,'1n:(mm) potod of eoncce�a tnasonry and other componenis 1nclu�lin� • `
, k •T!►ccmal conducG�ity of c�►p�rok is� , T�ple pl�br�►nd drywtt►1 linishas.and maltl-wy�I�a mysonry wrn- —�
, � (0.0,Bcn/brlt•oF(W/rt�!(j .' •'• '�' � ponenrs which m�y includ�clay maxoery unik, uwnv, or •
°!' _��P�������Wy pro�a+,u�.(mm) other t�pn�vf�norgunic m�uonry units. � �
'� T �PauiVC�Jeqt (�1F1U1Cis Of COncrete A1A60Jl�y`ptOlO�,- .
, ,, . � ci1 , - ,
tion,in.(a�in) '� � � `�, 2. Genet0l Requtroments � � �
w'¢Avaru�e wei�t of att,�{oolw�,!h/fi(Ie.p/m) , Fire resist�nce is dependan�upon d�e qunllry oP�i�attrials, • �
de�i��, and coll�tn1cGoA, in eceord$nec with the Lcneral � '
,.. ' T�ble I0.0� � � `� � build�p�c.�oJc,Genor:►1 buildlnt codes includz tl�c llnifurm ; '
� Propertia o[Coocrete Masonry Un;�. . ; �.' Bw)ding Cqd�:, BOCA Nauc+nal Byildina Code. and ihe � � �
h
�^ Deesiry. A ' '�acmel conducdvJty�'�,k - S4sn4nrrl 6uilJinj;Ccx1e. as�rell ns s!ace a.�d local c�clec. ' �
t,. '.. ' .•,p�f(kglm�) �$tu/hNfh'F(W/i�s'K) DesiEn, consl�ucpon. and rnetetial provi9ions foc n�nsonry ! , '.�
` ' 80 �1281) 0.2M�'(0,338) � taucN�e911te devrlopea by t!x Mawnry SWndond�loitl�Cont• �� •
�. 83 (1362) • 0.228 (0.394) mfuee pnd a,r publi�hed in Bu(1dtn�Code ReyulrKrnr��r�jr,r � .
.at � 90 (1�42) •0.252 t��436) � Maso�tr��SrrWClaroi,ACY S3alASCL S/1'MS 4U2.Q1 Th�s swn- �
c 93 (1522) 0,2?8 {0.481) dard is i afanaue�l in tl►z!lOCA Naliut+sl Hulldinti Code o��Q U►a
!�i • lU0 (160� ' •��•.'. 0.3A8 (0,533) , Stondard BuilJir�Cale.Msboucy piovision�of the Unifcxm , ,
,,,.._,._�•�. • �105. (J6fl2), :t�;, .�w>,:.U.34� (OS8flj • Huildirt�Code ate pt�s�mect in [9¢4 UBCChapter:l�n� .::�
�F • 110 ;1T62) . � � .;,0.3�6"(0,55�) ' ', -
. I 1 S (1842) ' . ..'; 0.416 (0:720) f 3. Fire Rreirt�rnce RRtin�Pcriods ,
' 120 (1922) • • O,4S9 (0.749J 1'hz SpeciAc�tiun pnyvider two altarnative ,ne�t�ls ��f '
'• iZS (�OOZ) • " 0.508 (0.879) , : dCtzrminin� the firo reaisa��ce of coecrc�e maaonry. 1't�e '
��, 130 (?0$2) _ ' ;�;;�'0.561n��(0.971) , ' ASTM E 119�''teet ic an expensive u��w cunduct und Is ; -� ,
�:. ' . •135 (2'62). � °'h;�• 0:620' (1.07�) .� �':� j ;enerally used ns a meacrE�ool rathtt thsn�c a comrliance ! �
Ia0 (�..�i1) 0,6A5 (I.IR�I teet. 'ir�wa�eulaiiv�mtU,uc1,which i�hn�cd an�he eq�,iv4- �
143 i:?:3) A.75R I I,��;i tenr ri�icknec,ofrn��macr�nry,ir��.eJ by huildi���eni4�<ic e
n. 150 (2409� 0.837 (1.449) proctic�l m�thod of dtttrrt►inin�t eem�tianca wi�h e requu�ed :�
t' ' 'oThtlnn�l eonductivily yc 70"F.°C�('F-i2)(S/9) ' nre rrsWieiKe raling. •�
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SEP 12.z001 6�32PM A. E. C. N0.163 P.8i12
OCT-dS-yg 62:35 PM RTLHARD.WALT�R 414 7T3 2�23 P.�4
� 0. !r'tre'Cesc Method Unl�e menufactured wl�h a comblAatJo�Of aEe2pnte tYpes �
� fut�catin�of wall ag8�nibJi�>in accocdonc��Hi�h ASTM �cov�rcd by fuvtnu�c f.b)uf Ttibt�6.0,wh1Fh waa ba6ed on +
�;, � E 119`�'tcK�urta fuur pr�ormmice cri�eria;how�var,only 14+�II(G6�6�'�'�A��''�'�Gf blttlQdfl B�rCgYiC LL(111�. Thc rayu�red
� une of these c��lt2ria �ypic�lly gov�.rn:� tnc lire resist•rnec equivulant �hlci�tesa Itl accordance wi[h footnote (b� for�
� radng of cMUrete n�hsoiuy, Canerotc m�,tiunry i�trpically specific fi�e resiewnea racin� niny be de�ernun�d by �he ,
govcrnCd by Ih�t�n�,rnj�:��U11 o(he�I,w111Ch is mC45�PCd by fClluwit�g tqu��on.
, [em���atLLfd riEt on the nOn-lire expu�ed side of The woll. '
ASTM C 119 Petfurm�cc�ntcrlu; 1',•�T,x V,1+ (T,x V��
� r�:�ixwncc w thc trancmlcslon of heat[hroubh the walt
aa�emb�y Where:
a rax��unce tn ihc:paysa�e c�f hot��s45 tJuougl�thr well T, . cequlred equ;vqlcnt U�iukne�c for u ypc�:itic Gre
xuffxient co Jgnite rntlon wRSlt re�i�tanc�e rAdnL of�!1 asseRlhly co�isu�tCted of _
, o loud carrY;nb cep�uitr of lonr;6c;uin�wull� units with combincd araretotes.;n.(iwn)
p n:siauncc to ths impact,erosio,�,and cooGng offtcu 7,,'l� r required eqWv�ltnt �hkkn��r, for a spuuilic firc
of a ho�e strcam un the aseembly afcer expoau�co�e resiscone�ra[ing of a�all ennciruc�ccl vf unity with
, eu►rt�rd fin, �ceguto type 1 und 2,r�spectivcfy, in.(mm)
Rlra �astiq�qf concrcta rpa�onry coluitLlS evalu3�a� the V�, V, ■ �rautiunal volumo �►�suru�ate�ype 1 up�2,re '
ability of che colulnn tocerrydaciYnlubds une{ec scnndard Are specdvely,used in the t�awfactun,uf�h�uni�.�-
cest condiuons. fire�s�ir�of n coru;r�tc mas�nry pr�kcted • '
sticl eolwryl etszqlbly�VSlua�cr ihe�uuctu�'�I inte��i�y of �
�be riu:l c:ulumn unciCr Pi7e test oondltloits by iuCdtucirt�the P,xpnipk;
oelnperature nsa of the sceel, T6e nquircd cqui�alont thicknest of nn asse��ly co��- _ �
Fir�t.��ing uf�oncrete ma��ruy heam9 Ond Il�uels tvaJu• strucied of uniw made with expxn0ed rhale (8096 by � �
a�e�thc nbili4y uf che metuber to 9ustain drti;gn fo�d>und�� volume},�d 4AIGA[OOUb S�l[1d QO�r�'o by vOIWT1C),[o iueet r
��na�+n] Pn: k.�:t a�n����ons by measulirtg the ttmpt�atune 9 I�o�r fica rosistente ra�ing is; �'
riae uf�hc ruinfurcin�steEl. �
T, for expaoded sbok(3�ouc rrtinp.3=4.4 in,(112 mm
5. Lquivrinnt Thickaoe9 7,forcalc•.ueous sasd(3 bour neln�.S.3 in.�t}5 mm �
/`r LuaJbnariny uni:s confornLng to ASTM C 90""ihat arc T a(4,4 X 0_80)t(5.3 x 0.20)=4,381a.(1�6 aw}
' commoNy avaitablc i�c;lucte !00% oolid units, 759G 9olid
~� NliflB�and hollew units mee�iny minimurn raquired facesheli - "
uns web dimensicx�s. Fquiv.lent�hic►;ness vnluzs for nc�sce 7.Cancrete Masonry Column� �� �
w�ice ara I}sced in Cam(rtotlu�ry Table 5,0, Thicknoee roquiromonts in To�Jc 7A for fire rc.�anncc��
rndngs of rzinforceil eoncrceC cnasvpry cp(urnns Ar0 basod on
Con�enentyry Tabk S��Eguivdent Tblekn�o o� wa1y�'•4'at3i ot boch concrete and cortc��mu�nry coiumne.
Consrct�M�oory�lnit,y ip.(mm)
e. Conlrol�uints '
�uatiee� 8�ed on Boetd on Thc lirc rerirlrnco ratint oYcontrol joints is Desed un Gre
wid�in. typiFe! perCeut solid tests"'�af v�rious joiql ccmfituratioos. Royuininen�s for�
. (trun) hc�llow unit�'� (7S%) (1Q096) eon(rol.laiAt mpteii�ls:ue cqvecod by the gen��! buildin`'
codt ie acCOrdance with Sectiou 3. -
�(i02) 2.7 (69) L73,8� 2,7 (69) 3.6 (41) �
6(152j 3.l (79� (SS.O� 4.2 (107) S.G t142) 9. Cancnt�Maconry I,intnlr ''�'�' ''
8�203) 4.0(l02) [53.0� S.7 (14S) 7�6 (193) Thu minimum cover of 1'h!n.(3x mm)�ec�ulred py Table'
!0 t234) S.0(!2�) �S 1,�) 7.2 (183) 51.6 (244) 9.Ois c�nri�unt wJth bu�lding cocle�tu prvviJu dtructural�ixl '
12(�pS) 5.7(145) [48.�J 8.7(22]) 11.6 (29�) eotroslop pcok�Uon of reinforcemqnt. Covtr roquicemonts
in excess of 1'!�in.(38 rnm)pratecc�he rriotnrce�ncn�frum
1°Vuluw in brac,k�ts 8n per�eni►olid valuec bata! rtr�nLih de�rodation due to aze�;oeive temperacu�:duri�g thc
on typ:callwo cote c:oncreta masonry unity, flre ezposura periocl C�vr[roquireineut:may bc ptovided
by utaconry uni�s,�rout,or iuottac.
6.CaJcWwlioe Mtthods 10. 3ieel Col�unn�Proacbd br Comeb Mwronry �
Eatensiva testin�«'.•,�,'y.ii.�:.��,�.:�.,,�t bas �st�bli►6ed �he Tho 0qyisioaforcelculu�in�lhe hburty rotinY�of pruroctod
•• rela�ioe�hip b�twcen fue real�tan� und equivalent solid steel column•rsssmblies ic bas�d on 3 Bqtisticul anr�lysis��►uf
thickneR. foc cnncrr�� nn+nery u•�ili•. Th0 rrlrui�,����,ip rir��r.� �hw�.'•"'"'
�-- delrrminecfin�nduri�nrebasee�cutiy��e.nl'a6Yrt��n<<•ucetf, Ryuuti�qt Ifl.� is ba.eJ �m �rnicclinn ii�.�,inin� can�itir
uud�i�t eyuivplcni�h�ckness of it�a uni�• Tsh�o GA��on�aim n�lsonry uneerov�n dry eoqdnions, The rnsi,�t�.r�antent of
provisio�s [ur reyuirzd equivaicni �hiclmasses of eune�w ��oncn►c ma�emry uncier a,nbicu�enn�lidons wlll increate
mYSunry uyits cw�nutacwnJ wich v�riow agg►ryuce rypr.s. cha actuel f,re endurtu�ec uf tho stool column-r►;ombly'".
• , ,
SEP.1Z.2001 6�33PM A. E. C. N0.163 P.9i1�
V4T-b5-58 OcC34 pM RICHARD.WRL7tR 414 T7S 28'L� M.d�
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REFERENCE:S 1S. Fin Trr�of q Lo�rd•Btoring Woll BLik frorn il4proary Un1u .
1.ANume��rl PmeedrrrrtnCalc�terr.rheT�mpew/an nfPmrecred (89,1 Pc�ccnt Svtid)af Rotary Kiln.Pxyyiticct 3ha1c A�yngata,l.
Srte!Cal�pu��s Ea�peud r� Fin, T. T.Lic nnJ T. Z. Hy�uaUiy, A.C.Hlanchara oMf'C.�.Hrrm�ihy,Naclrniat Reseqnh Cuuncil of
N��ivnHt Ro►ewnA Counclt ot Can�,nrvu�un uf 8wldirs� Ra Gnp4�,D�vllion uf BuilJiny Rcseprc�19(i4. �
i I fll Il I Ill II fll � I 11 IN 11 I 1 11
�}����9��1�� i �� � � ii � i �i iii �� `�� P �
AC 5. .1 9JAS �;�-9�MS f+42-92,ccported by u�a trl�vunry Un�AC�RotaryK�h��ApO�hI���Shu�rANx��b�«.�.�� C binn�hatd
Sy�nJurJ+1V�lU Cotnayiucx. 199'. end T."L liar�nau�y,Na�ionrl RenorrCh Cuuncil ot Cbnndu.Divi-
�. B�Il�dlll�; McurNeN.r nnJ,S+ructrr+r�.Report BMS N2, Nwiunul >wn�f Buildm`Rase;ucr, l964.
8uroau ot S�nnJ�uJn end Append�x B, 1942, 18. fire Trrt c�u Sirmf Colwnn oj9•pi.X ScNion.Pivlr•ctrd»li6
4 Rlfr�r��f.�nn�l6r+�lnrrinsni nn�h�F�r�►'n�H�rnn�o n�►rnim,�o�nh� A!e cnlfd Hn��diu,Olnnln• T 7 Ynm+��Au nnd 1 II /' fi�i.roYnul
,.:��imuiv�s r.ro nr��.ruw�e��Vunc'rc�cwtl�Wltr)'Wytp,l`�qLLUIIEI 17/.YI/C IOS�!QJ vqROGf t01I1tY((/hVniW L���Yf!MQdOliry�UAILt,
Gonaete Ma.sc+nry �s�ec�a�jon, �964. O+nrga Puini 1.reorncade,,Nadon�l C�DCtetr Mirunry A�soria-
Q Flre Endu►aurr oj S�Irrrod N�m-Lt�adb�ar�ng Concrcta 11I�. t�en, Ip?p,
xonry Wu�ls,L.W, Alkn,Necionut kosaoreh C�unril of C.n�d� 20. 5rqndant Mt�hvils uJSump!!nP aud TrtUng Caacrere Macunry • ,
Diri�i�R olBullding Rtxedtch,Fin Study No.2.5, 197U. L/nJa, ASTM C!oU•9Y. ArneAcaa Suelely lt,r Tecdng nnd Maw �
1. F�ri Eqd�irpncrt Ts»s u» Urch Mutnnry Wulu with Gypsun� rials, 1995. '�
Wo(lbrta.d,F�f�e 5tudy Nv,3:,by L,W.Alka W.W.Stetuak.nnd �1 Sran.�.u•d S/u�a•�curfw�/u.Cuncrrk AABieAarRe.ASTM C J1-
M.Galbrtath.OivISiOA 0(Building Reeexcb,Na�iunal Rcxunh y3. AmwicAn S�ci�Ir fur Ta�inj and Matcriele. 1993. �"'
Gounc•il nf CaM1Od�(NRCC lJ9D1). 19'4 22.S�nnAard Syaaficwl�wl jar(16hnvelrJuA�grcRnles furin,�Wur � �
& Fine Re.resrmicr oj Cn��citer Calu�nn�, Hult o»C Ing6art, ���CuK�rere,wsTM C 331-9a.Ame�lea��Soc►e�y(ur T�.��nnd � "
Nrtivn:�Bwsau vf StandudF'fdCAnuluKtcxl Pnpars 271, 1y2,5, Muerl�lb, 19!t4. �
9. Firr Resisa+nca Ro►ir�s oj8r.wm.Ci�rlr�uqd Trutt PI'o�utlio�u 29.S�midard.SpsclJlrwlun jo•LlghnvefQhiAggreAares jnr�tMie+Wt� �
and A,�.��mhliRa�,Cvlurrui Prorecrlonr nnQA.c�n�(i�ir.r, fZoOr•CtN� �y4��ry aSTM C 33:•81t19911".Amcrienn Sociery fur Taelin�t ' •
in�hrsembUe.c.Xw�j-G'e1Gng Arserr�bJle�s, Waf/a��Q pa.eiuc•n,tio� .
umblics,Araetic�u�lqsucaue AsSOCiAtion EnKutcaing and Sal'ecr �M��riuis, 1991. �
SeTvi�c,'1Te Nadnn�l Boua of Fire Undawziurs,197}. �4. Si�+r�/urd S�rre�IFeatbn fni loadbeoring Coneie�c Mrrsm�ry
!0, Fi�e Res(etanee nJRtinjv�ec�r�Cvqc�tla Colunuu, National Unit�,ASTM C 90-95.A�cric�n 5ocieq for'fes�ing end Mykn- . -
8uildin�Siudios,An�arch PnperNo.18,He�Ms�csiy's Stqtiunay �'199�'
Ul'��ce.LonCOn,En�lrnd, t933. 25.S�y��lardTr��lKe�ho�jur Flre Tc�rs o�8rild�ngG'r.rurrucrlon -
oea Mu�rriutr.�STM E 11<188 Americ�n Societ for Tcfti md �
�1.F1nRrsbrunnr,JWrtllsofCiavr(�A�rns�cteCuncnreMasonry Y "� �
lJnlri Nwnnnal durow of SumcLird�Repoa BMS 120, 1951, Mriulal�, 198d. �+�- �
2Z, Plrrc�X�slsrann nJWulls uf LiBl�nreiRfu�188''�'S��r Cunrre�e � rtak o/Fin R�sittanct anrf Su�tn��h uJ Wp�lr oj Cenerrrr •
Mnsurny Unfrs,Hurry A.Fns�er,G�rl B.Piak�aon and S.I i.lnLDczy, Mysr�n��Un:tr,C�r1 A.Maniel,PonlendCcmen�As�x:u,Uon,l934. �
Nauuqad BuRnv ut Slxf�du0s Re�K pM5 117, 1950. 27• Unjfurm 8ulld�nq Code.WDittid�.GA� (ntc�swtional Confcr :
13. Fin Txa�x r�AYII�tI1R CO(YfIVl9, As<,ociw�oJ Fpv�ut�r Mutual ��ce M Buil�ling Ol�iciels(ICB�), ly'!4 �
InYUran�c Cualp�nia�, 192l. 2B lfa��Qurd S�rr'fjCUll�q/'or Ver�nie�lrle Gw�o Fi1�buwfulivr� ,
14. fi�rTbrnujluinfsB��n,��t�nPircurtCunerel�WuJlPan,el>,by ASTMC5l6-801 1 990).AmCflt.tflSOClCtyfutTecllnb�ulMut�riala,
AmienJ H, Clusrdcrru and Mel�in S. �bcnms, louni[,t uf tEc 1990.
Re�iro►�d Cunere�r Iestl�u�e. Vat_ 2U.Nu.S.Scp.•Octi 19�s. 29.Srwidurd Spce/fiaoria�jni Pe�l�te Lrxiu Fllt/nsuletlnrt, �1STM -
C 549-81pyB6).Aarrian Sociery fot Teb4�;aed Mitlfials,19b6, , �
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Ciry of Oshkosh JOB LOCATION;,���� /'U �� �,.�
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Signed lV
I c ' Services Division te o Inspection Phone#
I hereb certif that the violations at the above address have been corrected.
CONTRACTOR/OWNER SIGNATURE DATE
05/13/2003 10:43 9202337462 DOWLING CONSTRUCTION PAGE 02
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CITATION REQUEST
Name:Daniel E Dowling Address: 3001-3015 N Main St
Problem/Violation:
30-30(B)(7)Storage of contractor supplies,materials and equipment outside of the required 6'tall solid
fence enclosure.
17-36(B)Continued storage of construction debris.
30-36(C)(1)Failure to install required landscaping.
Failure to secure the required Occupancy Pemut by submitting the required Completion Statements from
the Design Professionals for this project.
Brief history review:
On 8-29-01 a review of Mr.Dowling's plans to convert a factory addirion,started earlier that summer,to a
Contractor Shop,resulted in direcrion and notations being made that there was to be no storage of
' Contractor Equipment(as the required 6'tall enclosure was not shown on the plans submitted for review.)
An Occupancy Inspection later that fall revealed several items to address,both with the construction
project and with the items listed above. Time was given to comply.
A reinspection in June,2002 revealed the items listed above had not been completed,so an additional
notice was sent.
A reinspection on 1-15-03 revealed the items listed above have not yet been corrected,nor has the owner
contacted this office about any intentions to comply.
Due to the amount of time that has elapsed with no visible progress,I suggest a 30 day citations for each
listed offense.
attachments: Orders z , Photos x Other
Citation requested by:All Dannhoff Date: 1-27-03
******************************************************************************
CITATION APPROVAL
Division Supervisor � Date•� �
. a /�jy-�
/ `...J
Director of Community Development Date:
,
City Manager Date:
NOTES:
//�� �..�
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� INSPECTION SERVICES DIVISION CITY OF OSHKOSH
DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE
OSHKOSH Room 205 PO Box 1130
ON THE WATER CORRECTION NOTICE OSHKOSH WI 54903-�130 °
Issue Date 6/20/02 Compliance Date 7/20/02 IMMEDIATELY
Compliance No
Address 3001-3015 N MAIN ST Inspected By Allyn Dannhoff 236-5045 '
Name Address City State Zip Code
Sent to ✓ Owner DANIEL E DOWLING PO BOX 3045
OSHKOSH WI 54903 -3045
✓ Contractor AEC,LLC 5703 COUNTY RD A
Other OSHKOSH WI 54901 -0000
Inspector _ 0 -0000
Required for Occupancy Occupancy Industrial Notice First Final Other
Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspections prior to concealment `
and/or occupancy. Upon completing the corrections,the owner/contractor/agent must sign and date at the bottom of this notice
and retum it to the Inspection Services Division by the Compliance Date of 7/20/02
Introduction follow up inspection from last years Occupancy Inspection continues to reveal the following violations.
Item# 1 Code COMM 50.10 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description ubmit Building,HVAC and Lighting Compliance Statements to DOC and this o�ce.
Item 2 Code COMM 54.02 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Descrip rovide the required Fire Lane on the West Side of the Building. Be advised per City Municipal Code,30-36(C)(3)(a),this lane
ust be paved.
� , s-�o� _
Item# 3 Code 30.30(B)(7) Compliance IVo Compliance Date 07/20/2002 IMMEDIATELY
Description I contractor materials shall be stored within a 6'high solid fence enclosure. Be advised your plans show no fence enclosure, `
o no outside storage on this site is allowed,as written on the Planning review when you applied for the Building Permit.lf you
esire such storage,submit plans showing how you will comply with this requirement.
kem# 4 Code 17-36(B) Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description he lot to the west shall be cleared of all construction debris. This lot shalf not be used as a landfill or dump site. All vehicles
hall be properly licensed and operable.
Item# 5 Code 30-36 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description II required landscaping as shown on the approved landscape plan shall be provided. If dumpsters or garbage receptacles ar
tored outside a fenced enclosure shall be provided.The lot shall be properly graded and seeded for lawn areas. This
nctudesthe area to the west.
Page 1 of 2
� INSPECTION SERVICES DIVISION CITY OF OSHKOSH
�, DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE
�SHK�SH Room 205 PO Box 1130
ON THE WATER CORRECTION NOTICE
OSHKOSH WI 54903-1130
Issue Date 6/20/02 Compliance Date 7/20/02 IMMEDIATELY Compliance No
Address 3001-3015 N MAIN ST Inspected By Ailyn Dannhoff 236-5045
Name Address City State Zip Code
Sent to ✓ �e� DANIEL E DOWLING PO BOX 3045 OSHKOSH WI 54903 -3045
✓ Contractor AEC,LLC 5703 COUNTY RD A OSHKOSH WI 54901 -0000
Other 0 -0000
Inspector
Required for Occupancy Occupancy Industrial Notice First Final Other
Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspections prior to concealment
and/or occupancy. Upon completing the corrections,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 7/20/02
Introduction follow up inspection from last year's Occupancy Inspec6on continues to reveal the following violations.
kem# g Code 17-44 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description rass and weeds shall not be allowed to exceed 8"in height.
Summarv hese must be corrected immediately to avoid further enforcement measures.
DEFICIENCIES CORREC ED AND AP OV EFORE CONCEALMENT. CALL(920)236-5050 FOR INSPECTION.
Signature Date G��
I hereb certify violations listed is report have been corrected in compliance with the applicable es.
Print Name Company
Signature Date
Page 2 of 2
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INSPECTION SERVICES DIVISION CITY OF OSHKOSH
' � DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE
OSHKOSH Room 205 PO Box 1130
ON THE WATER CORRECTION NOTICE OSHKOSH WI 54903-1130
Issue Date 6/20/02 Compliance Date 7/20/02 IMMEDIATELY Compliance No
Address 3001-3015 N MAIN ST Inspected By Allyn Dannhoff 236-5045
Name Address City State Zip Code
Sent to Owner DANIEL E DOWLING PO BOX 3045 OSHKOSH WI 54903 -3045 `
Contractor AEC, LLC 5703 COUNTY RD A OSHKOSH WI 54901 -0000
Other 0 -0000
I nspector
Required for Occupancy Occupancy Industrial Notice First Final Other 5-5-03
Violations must be corrected and approved within 30 days uniess otherwise noted. Call for reinspections prior to concealment '
and/or occupancy. Upon completing the corrections,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 7/20/02
Introduction follow up inspection from last year's Occupancy Inspection continues to reveal the following violations. As of 5-5-03 these
tems have not been corrected. Failure to correct and obtain inspection approval will result in Municipal Citation Issuance.
Item# 1 Code COMM 50.10 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description ubmit Building, HVAC and Lighting Compliance Statements to DOC and this office.
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L___ I
Item# 2 Code COMM 54.02 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description Provide the required Fire Lane on the West Side of the Building. Be advised per City Municipal Code, 30-36(C)(3)(a),this lane
ust be paved.
Item# 3 Code 30-30(B)(7) Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description II contractor materials shall be stored within a 6'high solid fence enclosure. Be advised your plans show no fence enclosure,
o no outside storage on this site is allowed,as written on the Planning review when you applied for the Building Permit.lf you
esire such storage, submit plans showing how you will comply with this requirement.
Item# 4 Code 17-36(B) Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description he lot to the west shall be cleared of all construction debris. This lot shall not be used as a landfill or dump site. All vehicles '
hall be properly licensed and operable.
Item# 5 Code 30-36 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description II required landscaping as shown on the approved landscape plan shall be provided. If dumpsters or garbage receptacles ar
tored outside a fenced enclosure shall be provided.The lot shall be properly graded and seeded for lawn areas. This
includesthe area to the west.
Page 1 of 2
INSPECTION SERVICES DIVISION CITY OF OSHKOSH
' � DEPARTMENT OF COMMUNITY DEVELOPMENT 215 CHURCH AVE
OSHKOSH Room 205 PO Box 1130
ON THE WATER CORRECTION NOTICE OSHKOSH WI 54903-1130
Issue Date 6/20/02 Compliance Date 7/20/02 IMMEDIATELY Compliance No
Address 3001-3015 N MA�N ST Inspected By Allyn Dannhoff 236-5045
Name Address City State Zip Code
Sent to Owner DANIEL E DOWLING PO BOX 3045 OSHKOSH WI 54903 -3045
Contractor AEC,LLC 5703 COUNTY RD A OSHKOSH WI 54901 -0000
Other 0 -0000
Inspector
Required for Occupancy Occupancy Industrial Notice First Final Other 5-5-03
Violations must be corrected and approved within 30 days unless otherwise noted. Call for reinspections prior to concealment
and/or occupancy. Upon completing the corrections,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 7/20/02
Introduction follow up inspection from last year's Occupancy Inspection continues to reveal the following violations. As of 5-5-03 these
tems have not been corrected. Failure to correct and obtain inspection approval will result in Municipal Citation Issuance.
Item# g Code 17-44 Compliance No Compliance Date 07/20/2002 IMMEDIATELY
Description rass and weeds shall not be allowed to exceed 8"in height.
�Summarv hese must be corrected immediately to avoid further enforcement measures.
DEFICIENCIES MUST CORRECTED AND APPROVED BEFORE CONCEALMENT. CALL(920)236-5050 FOR INSPECTION.
Signature Date � �
I hereby certify the violations listed on this report have been corrected in compliance with the applicable codes.
Print Name Company
Signature Date
Page 2 of 2
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4 4 7 fi 4 CITY OF OSHKOSH, WISCONSIN �uvenile Yes Incident No. Deposit
CITATION Pare�ts
Notified Yes $ : FOR COURT USE ONLY
STATE OF WISCONSIN THE UNDERSIGNED FOR AND IN BEHALF OF THE ,
CIRCUIT COURT CITY OF OSHKOSH STATES UPON INFORMATION AND BELIEf THAT SAID DEFENDANT DID
WINNEBAGO COUNN
' OflDINANCE ADOPTING WIS STATS
�a� 1 , 2� �.�:, .
ON - , AT: � �aM/PM VIOLATE ; ,� , � - E TO WIT:
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DEFENDANT LAST 'FIRST MIDDLE DESCRIBE VIOLATION
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�'' ADDRESS(HOME) APT. CITY/STATE ZIP CODE
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SCHOOL ADDRESS/PLACE OF EMPLOYMENT/HOME PHONE
� BIRTH DATE DRIVERS LICENSE STATE
'�' '. i �'g`�' ' � � - � � � ' ;�'.-'i':'.td-�;
�� SEX RACE HEIGHT WEIGHT HAIR EYES MARKS,SCARS,TATTOOS
VEH.PLATE EXP. STATE YEAR/MAKE OF VEH. TYPE COLOR ON HWY/STREET—PRIVATE/PUBLIC PROPERTY
PARENT/GUARDIAN ADDRESS PHONE ' ` ' ' IS7' �
.+...' . � j .. ..
YOU ARE HEREBY SUMMONED TO APPEAR IN THE ABOVE COURT Winnebago County, City of Oshkosh
oN , ATw . _ . . AM/PM OSHKOSH POLICE DEPARTMENT
OFFICER'S SIGNATURE NUMBER
LOCATED AT SAFETY BUILDING,RM.194,420 JACKSON ST.,OSHKOSH,WI 54903-2808 •": : 7 ` � . _.
(RECORD COPY)
AGENCY RECORD
DATE OF DISPOSITION STIPULATION
�-�3-03 ��dC, -
❑Withdrawn by Agency- Reason ❑Amended To:
❑Denied by Prosecution - Reason
❑ Dismissed - Reason
PLEA: ❑ NOT GUILTY FINDINGS: ❑ GUILTY ❑ NOT GUILTY
❑ NO CONTEST
❑GUILTY ❑ DISMISSED
TRIAL: DATE: COURT
❑JURY �`�
❑COURT BRANCH: 1 2 3 4 5 6
SENTENCE: WARRANT STATUS
❑ $ FINE AND/OR ORDERED:
❑ DAYS JAIL AND/OR DATE: / /
❑ DAYS IN JAIL FOR FAILURE TO PAY: SERVED:
❑ Driver's License Suspension For Failure To Pay DATE: / /
INCIDENT REPORT: � RETURN I �
w � � N DATE: / /
INCIDENT DICTATED YES NO ARREST REPORT DICTATED YES NO
DATE: DATE:
SIGNATURE OF OFFICER DATE RMS JALES ;;s
DATA �`;
ENTERED: / / / / �
t�
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;`„ 4/� ��� CITY OF OSHKOSH, WISCONSIN �uvenile Yes Incident No. Deposit
'7
CITATION Parents
Notified Yes S. ' FOR COURT USE ONLY
STATE OF WISCONSIN THE UNDERSIGNED FOR AND IN BEHALF OF THE
CIRCUIT COURT THAT SAID DEFENDANT DID
WINNEBAGO COUNTY CITY OF OSHKOSH STATES UPON INFORMATION AND BELIEF
ORDINANCE ADOPTING WIS STATS
>
ON , , AT AM/PM VIOLATE TO WIT:
DE4�NDANT�` -'- - LdSI' ' -FIRST MIDDL DESCRIBE VIOLATION
. .. . .. ., . .
il ADDRESS(HOME) `-' '-- r APT. ; >'�"r CITY/STATE 21P COE3E , ~ ' ° '"�
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SCHOOL ADDRESS/PLACE OF EMPLOYMENT/HOME PHONE
� 7 ,
`! BIRTH DATE DRIVERS LICENSE STATE
'� SEX RACE HEIGHT WEIGHT HAIR EYES MARKS,SCARS,TATTOOS
€''
VEH. PLATE EXP. STATE YEAR/MAKE OF VEH. TYPE COLOR ON HWY/STREET—PRIVATE/PUBLIC PROPERTY
PARENT/GUARDIAN ADDRESS PHONE AT
Y �,y, . ,. .. ..
YOU ARE HEREBY SUMMONED TO APPEAR IN THE ABOVE COURT �Winnebago County, City of Oshkosh
oN , �, AT AM/PM OSHKOSH POLICE DEPARTMENT
OFFICER'S SIGNATURE NUMBER F
s
� LOCATED AT SAFETY BUILDING,RM.194,420 JACKSON ST.,OSHKOSH,WI 54903-2808 - � '; • ,i , , �
_ (RECORD COPY) �
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AGENCY RECORD
DATE OF DISPOSITION STIPULATION
�- t3-t�3 ����
❑Withdrawn by Agency- Reason ❑Amended Ta '
❑ Denied by Prosecution- Reason
❑Dismissed - Reason
PLEA: ❑ NOT GUILTY FINDINGS: ❑GUILTY ❑ NOT GUILTY x,:
❑ NO CONTEST
❑GUILTY ❑ DISMISSED
TRIAL: DATE: COURT
❑JURY
❑COURT BRANCH: 1 2 3 4 5 6
SENTENCE: WARRANT STATUS
❑ $ FINE AND/OR ORDERED:
❑ DAYS JAIL AND/OR DATE: / /
❑ DAYS IN JAIL FOR FAILURE TO PAY: SERVED:
❑ Driver's License Suspension For Failure To Pay DATE: / /
INCI NT REPORT: RETURN
I`i C.�'t I (r� DATE: / /
i �
�
; �
�`;
� :
� :.
INCIDENT DICTATED YES NO ARREST REPORT DICTATED YES NO ; N.
DATE: DATE: � �
SIGNATURE OF OFFICER DATE RMS JALES
DATA
ENTERED: / / / /
4�7 6 6 CITY OF OSHKOSH, WISCONSIN �uvenile Yes Incident No. Deposit
CITATION Parents
Notified Yes S � FOR COURT USE ONLY
STATE OF WISCONSIN THE UNDERSIGNED FOR AND IN BEHALF OF THE
CIRCUIT COURT THAT SAID DEFENDANT DID
WINNEBAGO COUNTY CITY OF OSHKOSH STATES UPON INFORMATION AND BELIEF
ORDINANCE ADOPTING WIS STATS
ON , , , AT : , . AM/PM VIOLATE , � 1 '�. TO WIT:
. � ,�
DEFENDANT LAST FIRST MIDDLE DESCRIBE VIOLATION
ADDRESS(HOME) APT. CITY/STATE ZIP CODE
� SCHOOL ADDRESS/PLACE OF EMPLOYMENT/HOME PHONE
� :�t:r . ,
�
� BIRTH DATE DRIVERS UCENSE STATE
;
SEX RACE HEIGHT WEIGHT HAIR EYES MIjRKS,SCARS,TATTOOS
VEH.PLATE EXP. STATE YEAR/MAKE OF VEH. PE COLOR ON HWY/STREET—PRIVATE/PUBLIC PROPERTY
PARENT/GUARDIAN ADDRESS PHONE AT
YOU ARE HEREBY SUMMONED TO APPEAR IN THE ABOVE COURT " �nnebago ounty, ity of shkosh -
oN � , ���, aT � _ , AM/PM OSHKOSH POLICE DEPARTMENT p
OFFICER'S SIGNATURE NUMBER
LOCATED AT SAFETY BUILDING,RM.194,420 JACKSON ST.,OSHKOSH,WI 54903-2808 ' �, i
(RECORD COPY)
4._.P�, -�,.,�-�, ,�4_
:. �
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AGENCY RECORD
DATE OF DISPOSITION STIPULATION
�s-I3-o3 5�ab�
❑Withdrawn by Agency- Reason ❑Amended To:
❑ Denied by Prosecution - Reason
❑ Dismissed- Reason
PLEA: ❑ NOT GUILTY FINDINGS: ❑GUILTY ❑ NOT GUILTY
❑ NO CONTEST
❑GUILTY ❑ DISMISSED Ft`
TRIAL: DATE: COURT
❑JURY ;'�
i;t
❑COURT BRANCH: 1 2 3 4 5 6 �;�
SENTENCE: WARRANT STATUS ''�
❑ $ FINE AND/OR ORDERED: �;:�
,�
❑ DAYS JAIL AND/OR DATE: / /
❑ DAYS IN JAIL FOR FAILURE TO PAY: SERVED:
❑ Driver's License Suspension For Failure To Pay DATE: i /
INCIDENT REPORT: RETURN i
i
DATE: / /
k°
,F
INCIDENT DICTATED YES NO ARREST REPORT DICTATED YES NO
DATE: DATE:
SIGNATURE OF OFFICER DATE RMS JALES
DATA
ENTERED: / / / /
Dannhoff, Allyn J.
To: peterdci@northnet.net
Subject: Court Date
Please advise Dan the court action that was to take place on 10-8-03 has been rescheduled for 11-12-03 at 10 am. This
is in reference to the citations he received this past summer. Hopefully all will be resolved prior to 11-12-03, which is why I
asked Mr. Bush to reschedule. Thanks.
1
�
�
DOWLING CONSTRUCTION, INC.
P.O.Box 3045
3001 N.Main St.
Oshkosh,WI 54903-3045
Phone:(920)235�2 €
Fax: 920 233-7462 ��
� ) �'V �
eterdci nort6net.net �� �
P @
OCT p 9 ZC03
LETTER OF TRANSMITTAL �OM �EPARTMENT OF
MUNI7Y pEVELOPM�NT
To: Allyn Dannhoff(1 copy) Date: October 9,2003
Matt Tucker(2 copies)
Company: City of Oshkosh Project(s): 3001/3015 N.Main S�
From: Peter Van Dyke
Allyn and Matt,
Thank you for taking time to discuss this matter last week.
Enclosed please find,for your review,three(3)copies of the Landscape design for the above referenced project.
If you have any questions, please contact our office.
Sincerely,
Peter
If you do not receive all pages as noted,please contact our o�ce by telephone.
The documents accompanying this letter of transmittal contain information from Dowling Construcrion Inc. which is
confidenrial and/or privileged.This information is intended to be for the use of the individual or entity named on this
transmission sheet. If you are not the intended recipient,be aware that any disclosure, copying,distribution or use of
the contents of this information is prohibited and may consritute an invasion of the privacy of the recipient. If you
have received this telecopy in error, please norify us by telephone (collect) immediately so that we can arrange for
retrieval of the original document at no cost to you.