HomeMy WebLinkAbout2003-P06663 - addn/remodel/repair ITY F R N PERMIT
C � � � � Permit Number:
2750 Kelley Parkway- PO Box 66 P06663
Crystal Bay, Minnesota 55323 PePt711t Type: Addition/RemodeURepair
(952) 249-460� Date Issued: 9iizi2oo3
SITE ADDRESS: 1825 Concordia St.
Wayzata,MN 55391
PID: i�-i i�-23-22-oois
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Permit Class: Building Census Code 434
Permit Type: Addition/RemodeURepair Pernut Sub-type(s): Addn/Remodel/Repair
DETAILS:
Approved per resolution#:
Separate pernuts required: riumbing iviecnanicai irrigarion Eiecuicai�s�iaiej
NOTICES/REMARKS:
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FEE SUMMARY: Permit Fee: $ 2,673.75 Valuation: $ 400,000.00
Plan Review Fee: $ 1,738.03
State Surcharge Fee: $ 200.50
TOTAL FEE: $ 4,612.28
APPLICANT: Hansen Hometech Inc. OWNER: Larry&Sharon Gehl
P.O.Box 1009 1825 Concordia St
Chanhassen,MN 55317 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESO A BUILDING CODE REQUIREMENTS.
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APPLICA PGRMITEESIGNATURE ISSUEDBYSIGNATURF.
Copies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessing, 1-Finance Page 1
/
, �, �� � ,L
Total Fee: $ ; �,i (� Z�, Date Received: $- �T-03
Entered Ey: � � ,, � 1 � rcrmit�: n b h�olo3
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� CITY OF ORONO - BIJILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information) �
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THE APPLICANT IS: (circle one) OWNER O CONTRACTOR ,
JOB SITE ADDRESS: ��,Z, �p�coR_.��� �T ZIP:
NAI�ZE OF OWNER: �, . ; � _� -� . .�<, � PHONE: (home) 4 �z 97!-7`t�3
. (work)
MAILI�i 1G ADDRESS: ��2-S ��'r,(C t',R TJ,� >�, CITY: ��� r N c� ZIP: � � �
Z-�
CO\�'RACTOR: d�94fil���.T�'.�-1 it�� ___PHONE: : ._,;_. _.: ,
COti�TACT PERSON:����.(��t.l NIOBILE/PAGER: • �
M.4II,ING ADDRESS:�,p F�y 'n0`; CITY: �'. n„, � .;; : r, ZIP: ' '. -�
ST�,TE LICENSE: # �z�:�
ARCHIT'ECT/ENGINEER: PHO�TE:
MAII,TiVG ADDRESS: CITY: ZIP:
NA.IIE: REGISTRATION#
TYPE OF WORK: New Addition � Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detain: 2 4; �',.� R�.�N��.��;��;� � i � � � _ � , ::.
� r �� �' �-r f R��•�-� � P:�� .-�„r , _
STORIES: � SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: ��_ GARAGE STALLS: ATT. �_ DET.
ES'T�IA.TED CONSTRUCTION VALUATION (excluding land): $ �(1�,�. __
I hereby apply for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City and with
the State Buildin; Code; that I understand this is not a permit and work is not to start without a
permit; and that the work wiR be in a cordance with the approved plan.
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APPLICAI�iT'S SIGNATURE: tl� �) � ` '� c ', v DATE: �/d��/d 3
NOTE! Parade o Homes events require separate permit approval by Police Department and
City Council 60 days prior to the event. Non permitted events will not be allowed.
5
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Sec.13.04 RIGHTS OF SUB.TECTS OF DATA
Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this secao�,
Subd.2. Information required to be given individual. An individuai asked to supply private or confidential data conceming himself
shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,polidcal subdivision,or statewide
system;(b)whether he may refuse or is lega(ly required to supp(y the requested data; (c)any Imown consequence arising from his supplying or
refusing rn supply private or confidennal dara;and(d)the idenriry of other persoru or enodes authorized by srate or federal law to receive the data.
This requiremen[ shall not apply when an individual is asked to supply investigadve data, pursuant to section 13.82, subdivision 5, to a law
enforcement officer.
The commissioner of revenue mav lace the notice re uired under this subdivision in the individual income taz or ro ercv tax refund
instrucrions instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsible authoriry, an individual shall be informed whether he is the
subject of stored data on individuals,and whether it is classified as public,private or confidendal. Upon his further request,an individual who
is the subject of stored privace or public dara on individuals shall be shown the data without any charge to him and, if he desires,shall be informed
of the content and meanin,of that data. Afrer an individual has been shown the private data and informed of its meaning, che data need not be
disclosed to him for six months thereafter unless a dispute or acdon pursuant to this section is pending or addirional data on the individual has been
collected or created. The responsible authoriry shail provide copies of the private or public data upon request by the individual subject of the data.
The responsible authority may require the requesring person to pay the actua(cosu of making,certifying,and compiling the copies.
The responsible authoriry shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days
of the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with
[he request within that time, he shall so inform the individual, and may have an addidonal five days within which to comply with the request,
excluding Saturdays, Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or
private dara conceming himself. To exercise this right,an individual shall notify in writing the responsible authoriry describing the nature of the
disagreement. The responsible authoriry shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to nodfy
past recipients of inaccurate or incomplete dara,including recipienu r�amed by the individual;or(b)notify the individual that he believes the data
to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data.
The determinadon of the responsible authoriry may be appealed pursuant to the provisions of the adminis�aove procedure act relaung
to contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your
request for a permit or license from the City of Orono or any of its departments may require you to fumish certain
private or confidential information.
You are notified that: ,
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested pemut or license requires Council action to approve, some information may become
public.
5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself.
6. Your full name is required to process this application or permit.
First Middle Last
Address
C�ry State Zip Phone
I under and my rights as stated above.
�
Signature
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CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADURESS OR LEGAL: I d 2.5 ,;,oN`onr� �,� sT.
PID: �
DESCRIPTION OF WORK: A�� ► r+ u�
----------------------------------------------------------------------------------------:-----_--------------
Z0�1ING REVIEW BY: C�,�e DATE APPROVED• �q 20•d3
BUILDING REV�W BY: DATE APPROVED: 0 •�-a3
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ✓ No
pLAN REVIEW Yes i/ No SEWER CONNECITON
STATE SURCHARGE Yes �/ No WATER CONNECTION
INVESTIGATION FEE Yes No ✓" PARK FEE
SAC Yes No v' SIT'EINSPECTION
Number of SAC Units OTHER (specify)
---------------------------------------------------------------------------------------------------------------------
ZOr�ING CHECK LIST Zoning District: ��`I G
Fire Department: Post Office: School District:
Lo[Area: Sq.ft.�5{�� , 3 Acres Width Depth
Survey Submitted: Yes X No Date of Survey: (�`(- 9 6
Proposed Setbacks:
Front (Lake): -?9 � �" Right Side: `d'
Rear (Street): °I Z'f Left Side: (,2 ` '�
Adjacent Structures: qrrc.Gc�� Wetland: rv (��
Building Height: Def. Hgt. 2 6•S Peak Hgt. 3�.�
Lot Coverage: �•(L
Grading: Staff Approval Date: ��/4 By: — Council Approval Date: —
Septic: Staff Approval Date: N /A By: —
Zoning File: # o,—Z6�1-7 Resolution: 1# y67�8 Resolution Date: 3-►3 - v � . ,
Shoreland District: v ES
Av�. Setback: p.K. Bluff Setback: �/� I.ot Coverage:
Existin4 Proposed
Hardcover: 0-75' '
75-250' 2t"l� 2�
250-500'
500-1000'
Hardcover Variance Required: Yes No � Date of Council Approval:
!
REVIARKS (in house): � ur��G� � -�-�^ r �r-� �+��:, ' ,; - `
�
7
'
BUILDING REVIEW CHECK LIST f
�C� � 3 CONSTRUCTION TYPE: f//`�
Sq Footage $ Per Sq Ftg
Basemen[ —� R � _ �
lst Floor R =
2nd Floor x =
Garage R =
R =
TOTAL
Estimated Construction Value: $ ��,C�
Inspections Required: �Vork Requiring Separate Permits:
Site /( Plumbing Fire
Hardcover Removal oc Mechanical Water Connection
_�[ Footing Septic Sewer Connection
_�Framing Fireplace �_Lawn Irrigation
i( Insulation (Masonry) Other
_�Wall Board (Mfg.) Well (State Permit)
�_Final Grading/Filling __,�Electrical (State Permit)
Ocher
RE�IARKS(IN HOUSE): --------w
------------------------------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing Ne�✓
Access Approval: Date gy;
---------------------------------------------------------------------------------------------
RENIARKS (TO BE NOTED ON PERMII�:
8
1��� ����
���
" . Permit Number
REScheck Compliance Certificate Checked By/Date
2000 Min�esnta Energy Code
REScheckSoftware Version 3.5 Release la
Data filename:C:\Program Files\Check�REScheck\Gehls 8-13-03.rck
TITLE: Gehls
COUNTY:Hennepin
STATE: Minnesota
ZONE:2
CONSTRUCTION TYPE: Single Family
DATE: 08/14/03
DATE OF PLANS: 8-8-2003
PROJECT INFORMATION:
Larry& Sharon Gehl
1825 Concordia Street
Oreno Mn 553911
COMPANY INFORMATION:
Hansen Hometech Inc
7920 Kerber Blvd
Chanhassen MN 55317
COMPLIANCE:Passes
Maximum UA=306
Your Home UA=237
22.5%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or poor
Perimeter R-Value R-Value U-Factor UA
Ceiling l: Raised or Energy Truss 1364 44.0 5.5 27
Skyligk�t i:
Metal Frame with Thermal Break:Double Pane with Low-E 5 0.250 1
Wal] 1: Wood Frame, 16"o.c. 1216 23.0 5.0 55
Wall 2: Wood Frame, 16"o.c. 801 23.0 5.0 23
Window 1:Above-Grade:Wood Frame:Double Pane with Low-E 280 0.320 90
Door i: Solid 21 0.320 7
Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 652 0.0 40.0 15
Crawl 1: Solid Concrete or Masonry 250 10.0 0.0 19
Wall height: 3.6'
Depth below grade: 3.0'
Insulation depth: 3.6'
Furnace 1: Forced Hot Air,80 AFIIE
Furnace 2: Forced Hot Air, 80 AFUE
Air Conditioner 1: Electric Central Air, ]0 SEER
Air Conditioner 2:Electric Central Air, 10 SEER
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0.320 0370
Includes Foundation Windows>5.6 ft2
Skylights 0.250 0.550
Floors Over Unconditioned Space 0.023 0.033
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota
Energy Code requirements in REScheckVersion 3.5 Release la (formerly MECchecl�and to comply with the mandatory
requirements listed in th�,RES checkinsp�ction Checklist.
� � `t�
Builder/Designer .. 1�:� ' `�.J� Date �� O�
`4.�
Jun-19-2001 10,03am From-CITY OF ORONO ��`�4 � � ' +9522494616 T-264 P.015/017 F-51�
FIARI� ��C A'Y''T N vVOItT�SH�ET
5�7B�cK ZO�"�: (CYT2CL� 4N�) b-�s� �s-zso� 2so-sop' Sa4-zoaof ���.f�.
�XIS Ii.�t,` YXA�DCOVER Il\T ZO�iE �
A. HousC x �^`.> �j = ���'Z9 , 'aL'7 ,� S.F. r
Lengih WidtH ��(�,�.�
�-5� x i"�?� _ �'� S.F.
�� x ��."�„ = 5 f��., � ,. S.F.
X = ~ S.�'. .
B. Garage . �;�� x �:..'f � �a 1'� S.F.
C, briveway � �' x `�-�� = a "�"`��' S.F.
'Z I x 9 4f = 1 �fl S.F.
2.a Z a ?��'a;;a' --
D. Sidewalk �� x �3 = l €�� S.F.
a:��� x =� _ � f�`� S.F.
E. Patio/Deck ��- x �^�t � I ta� S.F. '
� x <�a = �� S.F.
�'. Landscape �>�� x �' _ _ _ .3�� . S.�'. ;�
Underlain x = g,�,
By Plastic x = -- S.�'.
G. Osher x = S.F.
TOTAi. HF.R.DC�VER IN ZONE - �r� �a�:n.„��s;�` S.F. A
TOTAL PROPERTY AREA iN ZONE - ���,�:3'� g,F, B
a ��3���,, T B 3��.3� X �oo = �. T Qio.
A — B " ' x 100 = �/a
�RCaPOSED �-TARYaCOVF,R TN ;(,OiV�:
A. �Iouse �� x �''•`:� � '� ���¢�_.'� S.F. ��'�����
L�ngih W idth
�.� x f� � ���� S.F.
2.i x � I — -��n Z. S.F.
z�t x � _ �� � S.F.
B. CraraAe '�� x �� = l e:� i�r� S.F.
C. llriveway �u C,4J��e`i",�,�'� x = ���"'�� S.F.
1,ty8e.a.v��� �{�s.��,r��-�s�x � , -- �.F.
D. Sidewalk x = `� /' S.�.
X = S,�'. � -
E. Pazio/D�ck I 2- x �`�' _ �-j�. . S.F.
�.�, X ��;� - 1 �1 I S.F.
F. Landscape �� x �7 = �j�� S.F. � �
Underlain -- x � ��
_ _._.__--- S_F.
�y Fiastic _ x � S.F.
G. Orher x � S.F.
TOTAL HA.RbC4VER IN ZpN� - � C7La ta S,F. A
; ��
TOTAL FR�PERTY AREA N 2pNE _ ,✓. �� S,F, g
A _ $ ��� — � :�,Z___��._.�_ x 100 = ���� °ia
A
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Requ:rF:;�ents includir,;i'ema;ict speci;;caliy no?Gd in t!t::;Wvi� '
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,OCT-13-2003 MON 02�51 PM FAX N0, P, 02
1 of 1
Soil Anchor Repo�k
Atlas �oundation Co.
P.O. Box 117 Rogers, MN 55374
(7�3) 428-2261 Fax: (763) 428-4754
Project: 03224 Foreman: Jamie
Start Data: 10/1/2003 Finish Qate: 10l6I03
Praject: Gustomer:
1825 Concordla St. Ha�nsen Hametech
Orono, MN
Type ofi Anchors: 1'/z & 13/," anchors as manufiactured by Hubbell/Chance
Anchors were installed using a 4,000 & 9,OOp Ib torque head.
Helices are 8�10-12" diameter, 5' nominal (ength, All material is galvanized.
Previous fiesting and factory recommendations assume a ratio of ultimate
capacity lo torque as 10:1. Anchors have slip on plates attached.
Anchors 23 was installed lafer than the rest wifh our hand held equipmenf
due fo access problems.
Anchor Na.of �xtensians PSI TorquE Final 3' Total Cut Off Finaf Ultimate Allowable
No. Size He{ix 5' 7' 10' Final Head Torque l�ength {feek) Length Capacity Capacity
Idenk feet feot ki s ki s
1 1112 3 1 3 25�0 1 4200 40 0 40 42 21
� '"!: � �1� ;`� ; �4 'Q. , ,:���4 � '': �'��Q� 6� � ;;: F�� -; �1�� ':�S�} ., <'
,; ,rt ��a. ':� . � . ::�- '��n �-> �:�eo�a ;<.�a, '; a . 7� ` ��� .. ; 5a
4 1 112 3 3 2540 1 4200 35 � 35 42 21
5 11/2 3 1 3 25�0 1 4200 40 0 40 42 21
6 11/y2 3J 3 250,y0 1 4200 35 0� 35y 42 21
....�'...i.. .�'..�1� .. .;��;y:J�iR.�... { �:I�..:.�� ��. ..:.�. .: M�:N� ....+'F���� ...���:Y^ �5.,�.. .����NM1.: .. ..M.. ,�F:... �.�.��..... ��.,.
�.. � :�', y � . ,r . .. ...,.
8 11/2 3 3 2500 1 a200 35 0 35 42 21
g � ��Z � 3 25�0 1 G.200 35 0 35 42 21
'�a :: 1 �1.� , ,' � ,:;. , 9 � !6 �bpQ �';' 11.fif�f� . "; .�Q ' � '" 7 'i`l�+ ;: �p
11;; '� 31A� . ,.';::3 ;:`T ;:25q�1 ,�.`!: , �'�'8Q4 � ?5 � � . � 'F�;'; 91:� ' ' S(�
42 : .. ���1..4. "3. .. ,' � �::� ;�SQt� " 3 '. ,: �9'�:��4� ,' 84 "," � :<; #��:I '11;�� ' S� ;:
13 1112 3 1 2 2500 1 4200 30 0 30 42 21
1� 11/2 3 3 25Q0 1 4200 35 0 35 42 21
�.� ' �.:1�.. ,..,' ..:.. .::. � � ��Q. �s�,: ' �����, f..�`0.. ;�..;, '�.
; ��� �t�
16 11/2 3 3 25QQ 1 4200 35 0 351 42 21
....�.t.�.. „��s.��.. -.�'•<��i. ::.',.� t.�..,.��,� :Y.... �y.. ��� '•K�h1���� .����:'7 .,�•.;��� '��h�'�V..... �.::��,�., . �.�,i �� t���� �4�
18 1 112 3 3 2500 1 4200 35� , 0 ' ''' S35,�� 1�2 ' 21
19 11/2 3 3 2500 1 4200 35 Q 35 a2 21
20 11/2 3 3 2500 1 4200 35 0 35 42 21
21 1112 3 2 2500 1 4200 25 0 25 42 21
22 11/2 3 3 2500 1 4200 35 0 35 �42 2)
23 11/2 3 4 2300 6 3300 25 0 25 33 16.5
ApprQved `�'� '
,OCT-13-�003 MON 02�52 PM FAX N0, P, 03
1�ON
W''��,' `'" ICBO E�aluatian Service, Inc� Accraditedbythe
`��, Amerlcan National Standards Insfifu�e
� ■��� �i364 WORKMAN MILL R�Ap • WHITTIER,CALIFO}�NIA 9060�-2299
f�! '•
� � ���� �• a subsidiary corpor�rlon ot rhe infiernational Conference of Building Officials
ATLAS FOUNDATidN CO. �R.5170
EVA L U ATI O N R E P a R�' eoX 7 7 i � Rogers, MN 55374 �eissued November i, 2000
Copyrfght U 200o iCDO Evaluallon Service,Inc. �•BpD-657-016 i
Filing Ca#egory: DESIGN�-Miscellaneous (038) (�63) 428-2261 FAY.428-4754
Aufhorized Doaler/lnslalfer
HELICAL PIER"FOUNDATtON SYSTEMS 2,7.2 Foundation Brackets:Thefound�tian repairbrackots
HUBB�LL COAPORATION/A.B.CMANCE CO. used to address foundation sattlement are Parts Nos.
21D NORTFI ALLEN STRE�Y C150-a727, C150-0�98, C150•0299 and C150-0147. Tho
CENTRALIA, MISSOIlRI fi52ao brackets consist of uppor and lowar steel brackei bodies In-
terconnect�d using two bolts.The uolts,described as"I'ifting"
1.0 SUBJECT bolts, are �/a 'inch (22 mm) in diame�ter for ihe Nos.
HE�ICAL PI�Fi�' Foundation 6ystems. C150-C121, G150-0298 and C150-0299 brackots and 1 inch
{25 mm)ln diamater for the No.C150-0147 bracket.The Iow-
2.0 D�SCRIPTIOIV er bracket body consists ot stoel sections shaped and welded
rogothor to form a soat for fhe foundaton of the structure.The
2.1 General: lower pracket body also has slots for artachmenl of the brack•
The Hubbell Corporation/A,B,Chance Co, HELICAL PlER�' et to tho concrefe foundation. 7he upper brackel body i�T-
Foundatlor,Systom is used to underpin foundations of exist- shaped, with the stem of the"T"boing a stocl pipe ln whlch
ing structures,and'ts used for deop foundations of new struo- thQ shaft of tho foundation anchor is inserted, Brackets No.
tures.The system consists of foundation repa'�r brackets and C150-0121 and No,ClSa-0298 are used with foundation an-
ioundationanchors.Thefoundationbracketsareusedtocan- chars having 1�/�-inch (38 mm) square shafts. Bracket Nos.
nect tha foundation of the structuro to the foundatlon anchor. G150-o299 and C150-d1�7 are used with foundation ftnchors
� having 13lq-inch(44,5 mm)square shafts.Figuro 2 illustratas
2.1.1 H�LICAL PI�R Foundation Anchar Components: 1hQ brackets. �
The stool anchor components consist of one or more clrcular g�ackets No. C150-0121 and C150-029A are used to ad-
sCeel holix plates weldod to a eentral steel shaft.The aepth of ��oss settlementof residontial dwellings and light commercial
the embodment of foundatinn anchors into the soil can be ex- buildings,Brackets No.C150-0299 and C150-0147 are usod
tended by adding ono or more steol shaft exfensions,couplod to address sottlement af large dwellln�s and commercial
togeth�r to form ano long continuous pler.Extensions can iaa buildings.
with or without steol hefix pl�tos attached.
�ach steel helix plate is 3/�inch (10 mm)tnick and has an The light-B�cty underpinning brac ket No.C150-g 239 is used
to addross se�ltfement of porche.., patios and li ht conorete �
outer diametor of from 6 to 1 a inches (152 to 356 mm), and slabs,This 6racket consists of a steel bracket body with a seat {
an inner annulus elther 1�/2 or 1'/q.inches (38 or G�4.5 mm) for the concrete slab and an anchor term�n�tor c�ntaining a 4
square. Each plate is formod with al1 radial sect�ions normal 7-inch-diameter(25 mm)lifting bolt.Tha anchorterminator is �
to the central longitudinal axis, ± 3 degroes.The hellx pitch �round staol pipe with a dril}ed and tapped steel cap on top, ,
is 3'mches (76 mm), into wMich th�ioundatian anchor shaft is inserted. Figures 7
The central stec�!shaft of leacl soction5 and axtension seo- and 8 illustrate the bracket.
tions is a round eornered squara(I�CS)solid stoel bar. RCS �
Slab ropair brackef No. T150-0085 is used to acldress j
bars ara e;ther 1�/�or 1'�/4�nches (38 or 44.5 mm)square, sattlement of existing concrete skabs on grado.This bracket
� �ach lead sectlon of a foundation anchor has provisions at consists of a steel channeE, an anchor lerminator and a I
tha top ior a c4nnection to an extension, and has an earth- 1-'�nch-diamotar (25 mm) bolt, Thc anchor torminator is a !
penetratingpifotattheboriom,Eachoxtension hasprovisions square steel tube with a driEled and tapped stsol cap on fop,
for a coupler at one ond and a cornection at tho other.The into which tho foundatlon anchor shaft is inseried. Figures 3
coupler is an integrally forgod socket that slips over an RCS and 5 illust�ate th� bracket.
shaft of the same size.Each socket has a transverse holo so Now-consb'uct'ion faundation brlCkot No. C150•0'I32 is
that load sections and extensions can be connected using a useG to support gravity loads,The bracket is used with sto�l-
bQlt and nut, reiniorcoci,poured-In-place cona�ote foundations.7he brack•
For alf foundation anchor loads and extonsions,holix plates ct consists of a�/�-inch-thick(13 mm}rect�ngular st�cl pl ite
are welded to their respectivo shAfts, Nominr�l spacing be- woldod to 2�/�•inch-diametor(s3.5 mm)stcel tubing,Figures
twe+fln hefix plates is not less than three timQs the diamoter of 4 and B illustrato the bracket,
the lowor helix. For oxample, a foundation anchor lead with 2,2 Material Specifications:
an 8-,1�-and 12-Inch-diameter(2D3,254 and 305 mm)helix
has s nominal24-ineh space 6etweon the 8-and 1 o-inch(203 2,2.1 Helix Plates: Material specifie�tions for ti�e holix
and 254 mm) hellx and a 30-inCh (762 mm) Space between pl&fes a�e noted in 7able5 1 and 2 The plates have Fa Class
the 10- and 12-inch (25�and 305 mm) helix, �igurc 1 illus- B-1, I1ot-cllpped c�aivanized caating eomplying wi4h ASTM a
traies the foundatlon anchors. 153,
1:t�alunflnn repor�s uflCRrll'rnlrialion Sernicc,lnc.,nrU iS.c:redsnfel�ro proride iufornrnfiurrin C.'lass.4 nrcnt!>rr�•n./'/L'r0,rrtilr:inpllre cndc�rpnrr mJnr'l�1I�c repnrt
r.s'hrssed,Cr«lualra�rcporl.v ure nnI m Le e'un,�'1+'u�d ns reprus<'n�ir�1�ae.cthclirs ur mt1'nrlreru�rriGule.s n nr speciJ'rr.r�l1�'arldres,er.d nr�r ns un andpme�unnr nr rermiwu�rt•
dntien ja•us•c uf!hN.errbjuUf rcpOrf.
"" This repnr�rs 6rr,�rd�,pnu rirdepenrlc�rllesls or nfher 1ccLniCa1 durn suGmiltad hy U�r nppfremii.Tlic!C[t01?palernrion,S«rrirc,lrrc.,�eclrnicn!srn,J,'f 4as rcricirerl nc�
fCs�/rastrlf.r�7iitUnr qlhC�'dnlll,hrrt dnes nat possr,ta'li�srJ'acilrf i�,s 1 o mnke nn rndn/yr.»clent verifii'ullnn-'l7icr'c r�e r�n u�arrrurfv h_y I C.Ifn l=��rrlunli u��.S'erti�ice,l rrr.,C-i'press
or r�nplind,A.�1n arry"Flndi��g"nr u!/rcr uiaftcr in!hc'lRp��•f nr r�s 10 r,�ll'(�1'artric!cn��PrPd hy nc�rcPnrr.Tbis�lrer.lniu�cr irrr.lude,s,6rr!i.��inf Iin�Hrrl In,��+rrchctnrnGilrl,l'.
Pago y of 8
OCT-13-2003 MON 02,5� PM FAX N0, P, 04
Page 2 of e �A-5110
a,2,2 Anchor Shans (Lead Sections and Extensions): lead sections and extension sections are notod in 7ables 7
Tho 1�12-and i�la•inch{38 and 44,5 mm)squaro RCS shafts and 2. FactoreU nominai loads must not exceed the deslgn
conform eithortoAS7M A29 andAlSl 1044,having minimum strcngths,71�e nominal loads must be tactorad in�ccordance
yieEd and tensile slrongths of 70 and 100 ksi (483 and 689 with Section A4raf the spocification.The actuaf capacity of the
MPa), rospectively, or to AISI 1530, hav�ng min�mum yiold HELIGAL PIER' roundation System depends upon the anal-�
and tensile sCrengths of 95 and 12�I<si (G55 and 827 MPa}, ysis of tho interaction of the helix platos and lhe soil,and may
respectivoly.Anchor shafts have a Class C-1,hot•dipped c�al- bo leas than the maximum design strongths nated in this re-
vanizod coat{ng complying wlth ASTM A 153. port.Column buckliny of foundation anchors due to�ompres-
2.2.3 Foundatfon Srackets: sion loads, �and combined flexural and compressivo stressos
af foundation anchors used with{oundatior, repair brackets,
22.3.1 Sracket eody: The brackets are formed from shall be included in tha analysis if this is deemed necessary
i/a_,���E-, 3/8" Of �/p•inch-thiek (G.a, 7.9, 10 or 13 mm) steek by tho building oftieial or structural d4signec Construetion in
that moets or oxceeds tho requiremonts of AS1'M A 36,and Seismic Zones 3 and � raquiros campliance with Section
have a hot-dippEd gaivanizod coating conforming to Class �809.5.h of the codo.A soil investigation report i,necessary
B•1 of AS7M A 153. and must include considoratlon of:
2,2.3.2 Pipe Assembly:The pipo in the upper bracket hody 1. Soil properties, including those af(ecking design.
ofthe C150-0121,C150-0298 and C150�0299 foundation re- 2. A{low�ble soil boaring pressure,
pair hrackets is cold-formed,welded, antl soamloss carbon 3. Suitapillty for uso in seismically active areas.
steol structural tubing,Gamplying with ASTM A 500 Grade B, 1. (nformation on ground-water table,frast dopth and corrc•
the steel tube has minimum yiQid and tensile strengths of h2 sion.
and 58 ksi (290 and 400 MPa), rospectively.The pi�e in Che Z,3,2 Cennectoon to euilding Structure: Downward-act�
upper �racket body of the C150•o1h7 foundation repair ing design stronc�ths associated with each foundation repair
bracket is hof-rolled, electrical-resistanco-welded, round bracket aro as follows, C150-0121 — 20 kips (89 kN);
steel tubing. Complying with ASTM A 512 or A 513 Grade �750-0298, G150-o299 and C150-0147—40 kips(178 kN);
1020,tha steel tube has minimum yield and kansila strflngths C150•0239-5 kips(22.2 kN};C15o•o132�15 kips(66.7 kN).
of 50 and 62 ks!(345 and 427 MPa),respectively.All pipo as- Th��QWnward-acting design strength is 5 I<;ps(22.2 kN) for
semblies have a Class D-1, hot-dipped, galvanized coating ihe T150-ao85 slab repair bracket.
complying with ASTM A 153. Factored design loads must nat oxcood tho dosign
2.2.4 eolts: strongths for the brackets.The concrete foundation and slab
2.2.4.1 Steel Faundation Anchor:Tho sizes and types oi must he designed and justifled to the sakisfactian of tho puild-
bolts connecting the steel foundation anchor extensions to ing official for concantr3ted loads due to tho foundakion and
lead sections or another extension are doscrihed'�n Tabie 2. slab repeir brackets. �3earing areas not oxcooding 28,34.5,
All bolts are hot•dippad galvanized steel, 11.4, and 29 sq 2are inches (19,064, 22,258, 7,355, 1a,o64
and 18,064 mm ) shal', be used So c�lculatp the concrete
�.�.4.2 Foundation Brackets: pQaring �tress aI the soat of the CiS�-0127, C150�0147,
2.2.4.2.1 Llfting Holts: 7he lifting bolts for tho No_ C150�0239,C15Q-0298andC150-029�Jfoundationbrackets,
C150-0121,G150-0298 and C150-0299 foundation brackets rospectively,In addition,if deemed necessary f�y tha building
havo a�ls-inch(22 mm)diameter and comply with SA�.J429 otficial,the effects of reducad lateral sliding resistanca due tc
Grade 5. The lifting bolt for the No. C154-o147 foundation uplift from wind or seismic loads shall be considered for each
bracket has a diameter of 1 inch (25 mm)and complios wi�h project utilizing the C160-0121,C150-0147,C160-0298 and
SAE J429 Grade 5. C150-o299 foundation repair brackets_
2.2.4.2.2 Cross Bolts: Cross bolts for the No. C150-0121, ����3 Protection of P�er and Bracket MateriaEs:Protection
C150-0298 and C150-0299 foundation brackets havaadiam- o�t�iO Pi��and bracket materials must cornpEy with Section
eter of 5/g inch(16 mm)and comply with SAE JA29 Grade 5. 1807.9 of the UBC,
The cfoss boEt fof thQ No.C150-014'I foundatlon.bracket has 2.4 Instal�ation:
a 7/R-inch (22 mm) diamotor and complies with 5A� J429 2.4.1 GonoraL•The HELICAL PlER�Founcfation Systom is
Grade 5. installed ay A, �. Chance Co. cenified installers, trainod to
2.2.4.2.3 Concrete Anchor Bolts:Anchor bolts shall be�/Q install the A. 8. Chanco Co. H�LICAL PIER� Foundation
inch{16,9 rpm)In dlameter for all foundation brackQts.Con- SYstem.
crete anchor bolts are designed fbr each project. 2.4.1.1 Foundatian Anchors:The foundation anchars are
2.2.4.3 Llght-duCy Underpinning Bracket;71zo halt for the �nstailed using rat�ry motors having farward and tovorse c�-
light-duCy underpinning bracket is a 1-inch-diametor{25 mm) P�bilitles. The foundation anchors must be positioned and
bolt com I in with SAE J42s Grade 5. angled as specified in the approved plans. Foundation an-
P y g chars to be att�checl to the structure with the C150-0121,
2.2,a.4 Slab Repair Bracket: The bolt for the slab ropalr C150-0147, C750-o298 and C15ao299 foundatfon repair
bracket is a 1-inch-diameter(25 mm)bolteomplying wltl�SA� brackets aro installed at an angle of 3 to 5 dogrees from verti-
J429 Grade 5. cal. Foundation anchors attached �o structuros by means of
2.2.4.5 New,construction Foundation Bracket: The balt the No. C150-0239 light•duty underpinning bracket, the N4.
used to connect the new-construction foundation brackot to T150-0065 sl&b rep3�r �racl<ot or the No, C150-0132 new-
the iaundation anchor is s�/4-inch-diameter(19.1 mm) holt construcYion !oundation bracket, are installed vertically
complying with SAE J429 Grade 5 for 1'/?-inch(38 mm)RCS plumb,The faun�ation anchors are installed in a si�ooth,con-
shafcs, and a�/A-Inch-diameter{22 mm)baft complying with <inuaus mannor, with the rate of rotation beiny within tho
ASTM A 193 Grade 67 for i�/4-inch (4A,5 mm) f�CS shaks. range cf 5 ta 20 revalutions per minute, Extensions aro con-
necCed to tho faundation anchor using the balts spocifiod ln
2.3 besign: Table 2. Coupling holts must be tightened firmly with a
2.3.1 General:Structural calculations must be submittod to wrench.Tho foundation anchars are installed to the minimum
� the huilding afficial far each building,and must be basod on denlh shown on ihe plans,�ut with the top hehix noc less than
� accopted ongineering principles, The design method is tho 5 feei (1524 mm) below tho bottom of the founda�ion.
Load and Re;istance Factor Design S�ecifica#!on in Chapter 2.4.1.2 C150-0121, C150-0147, C750-0298 and
22,Division il,of the code.The design strengths of individual C150-0299 Feundation Repair �rackeCs: The T-shap�d
� OCT-13-2003 MON 02�53 PM FRX N0, P, 05
Page 3 of 8 EFi-511Q
uppar bracket body is slid ovortha ond of#he extenaion of the structurai absoivations in accordance with Section 1702 are
installed foundation anchor, The lower bracket body is at- provided.
tached to the concrete foundation by means of a concreie an• Periodic inspect'�ons shall be perfarmed in accordanco with
clzor complying with the code or a currenl evaluat'ron report. the following schedule, subjeCt to the building official's �p-
The lowor bracket bady is attached to the uppor bracket hody p�oval:
using the lifting bolts, A jack placad on top of tha T-shaped 1. Before the start of work—�Verify manufacturer, verify in-
sectionofthebracket,withajackingtoolontopofthejackand staller's certification by the manufacturer, and confirm
connected to the lifting bolCs, is used to litt the lower bracket pior and bracket configuration complianco wiih�onstruc-
body as lt pushos down on the upper bracket body.The nuts ti4n documents and this evaluation repor�.
on tho bolts aro tightened and the j�ck is removed. 2, Installation of first helical�teel pier---Vorify that location,
2.4.1.3 Slab Ropair gracket: The slab repalr bracket is installation torquo,and depth oP helical steel pierscomply
instaliod on top of a foundatian anchorthat has been insialled with construction documents. Verify that installers keep
through a 6-inch-diameter(152 mm)hole core-drilled thraugh an installati�n log,
the concrete slab.Tne top of the foundat'ion anchar shali be 3. F'rrst connectionto building structure—Verifythat instalfa-
1 inch (25 mm)below the slab, Prior to installing the tounda- t'�on �f foundation ropair hrackets or new construction
tion anchor,a 1-foot-deep{304.8 mm)pocket is excav�ted In bra�ket�Complios with construCtion doeuments and thls
tho supgrada panoath the hole in the sldb. The slab repai� flvaluation �epo�►.
bracket tube is placed ovor tho foundakion anohor shaft,7he 4, �nd of work—Verify that installation log oomplies with re-
slab repair bracket channol is placed on top ot the brackot quirements specified in the constructEon documents;
tube.The leveling bolt is threadod into the�hannel and tube, vorify that installaCion of alI structural connections com-
positioning the bracket so that each Qnd of the channel is in
contact with at laas�4 square inches(258�mm�)of the slab, plies with c❑nstruction documents and this avaluation re-
The maximum torque on the bolt is 15o ft.-Ibs. (203 N•m). p°�'
See Figure 5 far typical installation d�3tails. 2.5 Identitication:
2,a.1.a New-construction Foundation Bracket; The end Founciation anchors have the word"CHANG�"stamped on
of the shaft of the instalVed foundation anclzor is cut off,or the the top of th�,holix.7he foundaClon anchors are aisa idontifiod
pier is installed until the shah Cop is a minimum of 3 inches(76 by a tag or laboi boaring the name and address of A. �.
mm)a6o�e the foundation subgrade or at a Ievel where the Chance Co.,tho catalog number,the product desoription,the
bracket will support an upper layer of steal reinforcing bars in evaluation report number(ICBO ES ER-5110),and tho namo
the concrete foundat�on. The new-eonstruction faundation ofi the qualiry eontrol agency (RADCO). The braekets aro
bracket is placed over,end seated on the top of,tho founda- 1denlPfied by labels boaring the catalog number and product
tion anchorshaft.The steel relnforcing bars oftho foundatian description. In addition,tho lettor"C"is stamped on the No.
aro placad in direct cont3ct wiih the top of the bracket. If ro- C150-0121, No. C150•0�9e, No. C150-o299 and No.
quired, the 6racket is connected to the foundatian anchar C150-0147 brackets.
shaft with a 3/4-inch-diameter(19 mm) bolt installed through 3.0 EVIDENCE SU9MITTER
a 13/y�-inch-diameter (20.6 mm) hole pradrilled in 17/2-inch
(3a mm)RCS foundation anchor ahatts,or a�/e-inch•diama• M�terlal specifications, installation instrucfions, I�ad lests
tor(22 mm)bolt installed lhrough a 1�inch-diamotor(25 mm) and a quallcy control manual.
hnle predrilled in 13/4-inch(44,5 mm)RCS foundation anchor 4.0 FINDINGS
shafts. See Flgure 6.
2.A.1.5 Light-duty Underpinning Srackot:71�e end of the Thatthe HELlCAL PIER�Foundation Systems descrlbed
shaftditheinstalledf�undationanchoriscutofforthefounda- �� this report comply with the 1997 Uniform Building
tion anchor is�nstalled until the shaft top is a minimum af 1 Code ,subject to the following conditions:
inch(25 mm)befow the battom of the slab.Tho bolt guido is 4.1 'The foundatlon anchors are manufactured at the
piacod on top of the foundation anchor shaft and the pipe of A.S,Chance Co.faeility loeatad in Centralia,Mis-
the bracket is slippad overthe shaft_The bracket is attached souri,v�ith quality oonirol inspectiens by RApCO
� to the conorete slab by moans af concrete anchors installed (AA-G50).
in accordance wiih the evaluation roport on the anchor.The 4.2 The foundation anchors are manufacCured,identi-
lifting bolt is threaded into the pipe cap s❑ tf�at its base en- fied and instalted in accordan�e wlth th�s report.
gages the bolt guide inside t}�e pipe.The maximum torquo on
the bolt is 200 h_-Ibs.(27.1 N•m),See Figure 8 for installation 4.3 Special inspection is pro�ided in accordance with
dot2ils. Section 2.4.2 of this report.
2.4,2 Specia�Inspection:Special inspection in accordance �•4 �ngineering calculatfons ancl drawings, in acoor-
with Section 1701 of tho code shal�be provlded for the instal- dance with recognized engineering pnnciples and
Salion of the foundation anchors and foundation brackets. design parameters,a�e provided to the building of-
Items to be confirmed by tho spacial inspec#or shall includo, ficial.
but not bo limited to,the manufacturer's certification of install• 4.5 A sail irnestigation must be provided for each proj-
ers, t}�e installation torque and deplh ot the foundation an- ect site in accorclance with Section 2.3.1 of this re•
chors and compliance of the installation wfth the approved port.
construction documents and this evaluatlon report. In liou of 4.6 The app{iodfactored loads rrtuSt not exCood the de•
continuous speoial inspoction, periodic special inspection in sign strength loads in Section 2.3 of this roport,
Sccordance with Scction 1701.6.2 of the code is pormittod
provided that installvrs are cortifiod�y tho manufacturer and This report is suhject to re-examination in o�e year.
r
� ,OCT-13-2003 MON 02�53 PM FAX N0, P, 06
" ER-5710
Page 4 of 8
TA�LE 1�--DESCFlIPT1QN ANCI DESIGN STR�NGTHS OF LEAD SEC710NS
DIMENS1flN5� M0.XIMUM
DESIGN IiCLIXPLATE
STRENGTH MATEFttAL SHAFT
ITEM pUMBfQ A(foot) 9(��chod� C(inchoc) O(InCpee) E(incba5l F�inch) (klpe) SP[CIFlCATION ll'P[
NUMBEA I I/^ g _ _ 5/1fi ?{) .
� C 15u-(l4)U2 �
-> CI50-ODUI � 1��' � �'�� 'n pSTM.4572or
i CI50�1}(15b � 1�/; fU -- — S�Ir; �� A 9:45 Grade SO
c�5u•oou� 7 ���, �o .— _ s�,h �� r,,=Sa��:;
;� _ F�,=GS ksi
("19U-0'_4? ? ���, 1' — — 5/�ri �(}
� CItiO.00U4 7 I�/, I? — — S�lb ��
7 C15U-��-L:f i I Ih I�1 -� — ��IG IG AS"1'M A SSf.,pY
A��,���f,rade!3U
5/n l b F� =SU 1:si
R C!5U-UOQS � I 4; �a — — F��=65 ks�
g �flin-ui�86 3 1��� ci ri — 1�., 275
In CISo-u�a� � �'�, ° g — i�.' �7.5 RCS=
�
I� L I SQ-UO3U 7 1�/� � � — I/a 7.5 Snlid
1'_ Cl5(J-4160 3 l�/, H lU — ���I Z�•5 ASTIvI A�"1?i�Y S�ccl T3ur
7 _ A�11i Gi'ntic 50
l3 CISU-OOQ(i i�/, :i IU 11.� ���> F'�=50 ksi
lq c�50•nn3i lo�i, 1�/, a lo — f/,i ?7,S r,�=651.ai
�5 �i�;u�n�e,i ��i� iV, �o ia — ii., z�.;
i6 CfSo-nos� 7 i��, ia lz — 1�,, ��?
17 CI,50-UUO% 54� J�l; S lU !2 f/.�. �7�
IS C15U-UIGH ?�/� l�l� :f 10 — 1/1 �5
19 Cl$I1.01G9 S I�!� R 10 12 Ilq 35
.0 C15p-�163 7 I�(� 10 I? I�1 11,i �5 ASTM A 656 or
a�136 Gr.ule SO
'_'1 C'I50-OU1Q 5�/, l'/� 8 — — 5/!6 �-r' r�,=ROksi
�3 C15U-U01) 5�/� I;/.i IU — — 57i�, 2� F',�=yOI<si
23 Cuo•no�� i�l� I�la R i0 — ��u; '�
2�1 Cljo-OIKi) .5�/, l�'/a 6 l0 1? ti/�ri SQ
�p�Sx: I inch=�j,4 n'ull, I fout-304,R mm, 1 kip=�1:6:1�8 kN. 1 ksi=0.895 MPA�
�Fur descilp[ian ul'Climeil5i�ns,sce Figure l.
=kCS=Round cornered syuarc.
• OCT-13-2003 MON 02�54 PM FAX N0, P, 07
P�ge 5 of e ER-5110
7ABLE 2—p�SCRlPT10N AND DE51GN STRENGTH�F�X7ENSIONS
DIM�=`1SION5� p�6�GN� COUP�SNG SOLTS� NEWX PI.ATE
ITEM CATALOG STRF.NGTW Oubnllry Slxo MATERIAL
NUM9ER NUMBER A(fenq S(IRChCY) G(in�hes} F(If1Ch) (klpa} TYP� SPECIFICATION
1 C I 50-00.47 3�Io I I/� �— —
2 C15U-UUUS g I�/, ^ --�
3 CISU-UUOI 7 1�/� —� —
4 CISU-UU�N IU I�h — — ''7,5
5� ClSG-U15�i 5 l�M 12 ��q
6� C15U-ffl6ti 3i1, I�/g 14 �/,� AS'fMA3?0 I�-inchhclix;
i �l3 inch Gradc�,� nSTM A 57''or
7� CfSU-U167 S I�l� I& �Jq A 93$qradcSU
K C1$U-Q144 3�/, I�/� — — /•; =SU ksi
- �u=(i5 kst
9 CItiO-014'� 5 1�/_ — — 14-inch helix:
I U C I SO-014ci 7 I�!� .- — 35 ASTM A G�G�nd
A 93G
il c�;c�-nf7� io�r, ���; .-_ — GT��rEo
r,.=aok;�
1�-t CI50-D176 � l�l� 1�1 �/:} F,r=9oksi
13 C150-01H3 31l� 1-{L� — —
1�1 CISU-OU13 5 1{/a — —
l5 C150-U014 7 I�'/:� — � 50 1 �/K inch AG�I�C B��3
S6 C15U-0164 l0�/, I�Iq — —
17i C15(1-01Ri .1 I'/,t 14 S�Ee
Fnr SI: 1 inch�-25.4 mm. I Iooi=304,6 m�n, 1 kip=�.4�ti I:N, I l:s;=G,R4S MPa,
�For descnpuan of dimensians A through F,sez Figul'� I.
'-Liul�s cOnnecG Cxrehsinps�o leud secliuns or extznsiOnS,
�llcsign s�reng[h o(helia is?0 kipc.
`�Design strengLh ol hrliz i� If IciF?S.
�
• ,OCT-13-2003 MON 02�54 PM FAX N0, P. 08
Pago 6 of 8 �R-5110
E
� e� F--
�
TYP F
Q
i
I q
A
c�-
��AD SEC�'ION c TMA F
�
�g
FIGIl�t�1—H6LICA4.ST�EL PfER
� �
m � � � � -
C150-0147 F�R � I C150-0121,C50•0298
1�Iq"SHAF7' AND C150-0298
�
Fur SI� 1 inch=?S•I mm.
FIGUA�2—FdUNDATION REpAIq BRACKETS
� . OCT-13-2003 MON 02�54 PM FAX N0, P, 09
Page 7 of 8 ER-5910
4" CHANN�� �" x 7 3/a" STEEL PLATE
`.� 15" LONG �/
0
� C 150-0132
� T150-0085 FOR
FOR 1�/2" SHAFT 1�/2" AND 13/a,"
INCLUD�S: SHAFTS
CHANNEL, SOLT, AND
AI�CHOR TERMINATOR
Foi SIc 1 inch=25.4 mm. F��SY: I inch=25.4 mm.
FlGUF1E 3—SLAB R�PAIR BRACKET FIGURE 4—NEW-C�NSTRUCTION FOUf3DAT10lV BRACKET
CONCR�TE
SLA�-ON- LIFTING BOLT
GRADE � �
�,C,�� I —r-�. f
•-----,-�---;------
� � ,
\
RE-1NFORCING
LIF7ING �_ BARS
CHANN�� ' SLAS � ����
REpAIR
BRACKET
H�LICAL �',
STE�L PI�R O
CONCR�TE
�OUNDATION
FIGURE 5—TYPICAL INS7AI.LATION OF SLAB REPAIR SRACK�7 FIGURE 6-^TYP��FO NDA710N BRA�KET W�CONTRUGTION
OCT-13-2003 MON 02�54 PM FAX N0. P, 10
Page 8 of S ER-5110
CONCRET� ANCHOR
SLAB g4LT
a a
• ' ' . ' 4 •' LIFTING BOLT
. o . .
_ • a `--_—
� � . bJ •
. 6 . . PIPE CAP
a � i
i � i
C150-0239 ���, BOLT GUIDE
FOR 1�/z" SHAFTS ``W�
i � ,
� ,
� ,
i ,
� ,
r �
c i
For SI: I inCli=25.4 mm. � �
1 I
� I �
FIC�UR�7—LIGHT-DUTY BRACKET I 1
i
HLLICAL PfER
FICyURE 8—TYPICAL INSTALLATION OF LIGMT DUTY
UNDERPINNfNG BRACKET
�- J
DATE TIME
CITY OF ORONO CALLED IN S'!D
INSPECTION N IC SCHEDULED -�`'�/-0 9=�
PERMIT N0. D � COMPLETEp
ADDRESS �8a5 �
OWNER CONTR.�[��fD��'l 7�t�:;!C� ,
TELEPHONE N0. (�J�Z �o�� �J�7 9
� DESCRIPTION \���
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL FiETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next nspection 24 hours in advance. �95Z� Z49-46��
OwnerlContr r n it :
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White Copy/lnspector's File Canary CopylSite Notice
DATE TIME �
CITY OF ORONO CALLED IN ��'_y-
INSPECTION NO CE SCHEDULED U�� , UU
PERMIT N0. C.� � "� COMPLETED
ADDRESS �� CUn C c=r �G�
OWNER CONTR. �t.� � �OVI,� t�'�-�1.
TELEPHONE NO. C.P I � � ��� SI 7�
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 3 INSULATIO 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z0 D. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBIt�IG 36 FOUNDATION/REMOVAL
� OWN�/CONTRACTOR-O MEET YOU: YES_NO
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� �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the n xt inspection 24 hours in advance. (952) 249-4600
OwnedContra�o� ite:
Inspector. �:
White Copyllnspector's e Canary CopylSite Notice
J
<� DATE TIME
CITY OF ORONO CALLED IN �
INSPECTION N TICE SCHEDULED 'Z -� �
PERMIT NO. 3 COMPLETED _
ADDRESS /8ZS C�,�r�-4"�4�-t-a �'�
OWNER � CONTR. �i/10Y� ��'�-��
TELEPHONE NO. ��Z l0�5 �� �Z9
� DESCRIPTION I �OZ� �
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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� BEFORECWERING
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WIIL RETURN
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❑CITATION ISSUED
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Call forthe next in ction 24 hours in advance. (952� 249-4600
OwnerlContracto sit
Inspector.
White Copy/lnspector's Ffle Canary Copy/Site Notice
<5��� ,i
DATE TIME
CITY OF ORONO CALLED IN ���
INSPECTION N C 2 SCHEDULED ��-/`/� �-S�
PERMIT NO. � �J COMPLETED
ADDRESS l�Zs ��l-�"ZO�C� �t
OWNER CONTR. ?��Y` �Q T{ �/✓
TELEPHONENO. ��Z- -��� �� � `7
� DESCRIPTION ��r� ���
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25'WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATEF HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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� BEFORE COVERING
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�CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the n�,ict inspection 24 hours in advance. (g52) 249-4600
OwnedContra ��i :
Inspector.
White Copy/lnspector's F le Canary Copy/SHe Notice