HomeMy WebLinkAbout2006-P10210 - new structure PERMIT
CITY OF O(�ONO Permit ►vumber:
�"750 Kelley Parkway - PO Box 66 P1o210
Crystal Bay, Minnesota 55323 Permit Type:
New Structure
, (952) 249-4600 Date Issued: 8/28/2006
SITE ADDRESS: 1430 Cherry Pl vnit#
Mound,MN 55364
PID: 08-117-23-33-0015
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential
Census Code 101
Permit Class: Building
Permit Type: New Structure Permit Sub-type(s): New Home-Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Fireplace Sewer Connection Irrigation Well(state)Electrical(state)
NOTICES/REMARKS:
SAC Paid Permit#2867 9/28/71 -Reclaim Demo July 2006
FEE SUMMARY: Permit Fee: $ 3,352.50 Valuation: $ 525,000.00
Plan Review Fee: $ 2,179.13
State Surcharge Fee: $ 265.00
TOTAL FEE: $ 5,796.63
APPLICANT: Vogue ICF Homes,Inc. OWNER: Glenn Solie
2618 Casco Pt.Rd. 1430 Cherry Pl
Wayzata,MN 55391 Mound MN 55364
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
— � �
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APPLICANT PERMI L?SIGNATURG ISS ED BY SIGNATURE
Copies: ]-File(Signatures eguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page l
Ju1-28-2006 09:DOam From-CITY OF ORONO +9522494616 T-653 P.001/002 F-641
�G p�
Total Fee: $ J�7 �.� $'Z-J� Aate Received: 8"�� ��
� Entered By: Perrnit#: Do2-/D
' �
• CIT'Y OF 4RON0 - BUT�..DING PERMTT APPLICATT4N f��� �
.; � ����i�ti�
All information must be submitted in full before plan review will be started. `'��','�,� �,��
(please pnnt alt inforrnation) . -t� � ��
T�iE APPT.YCANT IS: (crrcle one) 4WNE'lt OR ONTR.A.CTOR
JOB SYTE ADDRESS: �-f 30 GNL"-1�- <�LA-�= 7.YP: �S�G`�
Will t is be a Par�de of T�omes, Remodelers S6owcase Home or other Display Home?
�Yes ❑ No If yes, a special event permit is required with Police Deparrment and City
/ `
Council approva160 days prior to the event. N'on permirted events wi not
be allowed.
NAMEOFOV�'NER: �C.L�� a-N+��-Y Sat—« PHONE: (home) 1���-3�8-�l3��
(work)
MAILIN�ADDRESS: r�t 3� �-,��� r���= CITY: o�N d �Yp: �
CONTRACTOR: V�uL l� /-foJ�c�S PHOIYE: �°102. �as�- gsoa
C4NTACT PERSON: �� V Q-1 T�w� MOBT�.E/PAGER:
MA.ILING ADDRESS: �(e_�_S G� I,T R� CYTX: O(Lo r.9a ZIP: _ SS 3�?J
STATE LIC�NSE: # a �� 7'-t$o�
ARCHITECT/ENGINEER: PA�L �a4 s�� rxorrE: �l�- asd - �y oa
1VIAA�ING ADDRESS: !oa G2Prt� P�-��c.� L.x1 CYT'Y: 7�v��3�Y zIP: SS33�
NANT�; REGIST�tATION#
TYPE OF WORIC: New �_ Accessory Structure
Addition Move
RemodeUAlteration Land Alteration
PROPOSED WORK(describe in detai�:
S'rORIES: �- SQ. FEET OF EACH FLOOR:
I�IO. OF BEnitOOMS: � CARAGE STALLS: ATT.�^ DET. Z�
ESTIMATED CONSTI2YJCTION VAI.UATIOI� (excluding land): S S�S �v
I hereby apply for a building permit aad I aclrnowledge that the information above is eomplete and accurate;that the
work will be in conformance with the ordinanees and codes of the City and with the State Building Code; that I
tu�dcrstand this is not a pc�znit snd work is not to start v� thout a permit;and that the work will be in accordance with
the approved plan.
APPYrXCANT'S STGNATURE: DATE: � ��—�'�'
CHECK OFF LIST FOR ISSUANCE OF PE.R1vIXTS
' FOR OFFICE USE ONL Y
ADDRESS OR LEGAL: / `'I .3b < <� C r" l �( f��✓��P
PID:
DESCRIPTIO:V OF ti�ORK: N�,c�1 2�S
----------------------------------,p------- - ----------------------------------------------------------- -- --1�- --
ZONItYG RE VIE Gv B Y: Y `' �C���"�� D.A TE APPR O VED: � �L((' U�
BUILDXtYG.REV.IEWBY: DATEAPPROt'ED: � •ZI-C�(�
FEES ?'0 BE CHARGED: Ntisc. Fees Calculated By:
PERNIIT Yes � No
PLAN REVIEGV Yes � tVo SEWER CONNECTION
STATE SURCH4RGE Yes � Ivo � tiVATER CO�WECTION
I�VVESTIG,4TIO�V FEE Yes � �Vo � PARK FEE
SAC Yes 1Vo SITE NSPECTIO�V
Nc�nzber• of SAC U�zits �n .s � LlS6� q-Z�.-�I OTHER (specify)
------------------------------------------------------- ---- ----------------------------------------------------------
Z01VI�YG CHECh�LIST Zor�ing Disrricr: � �
Fire Deparhnerrt: Post Office: Sclxool District: __.
i�
Lot.�(rea: Sq.f't.���_Acres 6�itlth � Deptlt
Sc�rvey Subntittetl: Yes X'; No Date of Swvey: �� v`''
��
Proposed Setba •s� /J � � -��� �j� '�� (�� , � l
Fron ( ke . ` Rigl�tt`��lde: �_
���� l ��
Rear•(Street): ��' Le t i e �?7
�
Adjace�2t Sh•c�ct�u•es: �3 y�etlR�zd: /�•
i ' "� �
BuildiirgHeight: Def. Hgt. 2K� 5 PeakKgt. 2� � I�_
Got Covei•age: �O� ► !� I �- �
Grading: Staff,4pproval Date: �' Z5�' v�O By: � Cotulcil Approval Dctte: �'
Septic: Staff,�(pproval Date: � `�� gy �"� �
Zo��i�rg File: #�� Resolutiai: " Resolc�tiolz Date: 6 'L(a•b�o
S/toreland Dish•ict:
Avg. Setback: U.l<-.. Ble�ff Setback: N ��' Lot Cover•aoe: /'� � � • �
E.risti�tg Pro os d
Har•�fcover: 0-7�' S.7 9 c..-T�t►y»r 5
75-7�p' Z lt 5T�'�I2 �-w/XC
250-500'
500-l000'
Harcfcover f/arimice Reqccired: Yes No� Date of Co�uacil�ipproval:
,RE1I�IARKS(i�t lzotcse):
-,,
��
B UILDING REVIEtv CHECh'LIST
UB C: R•3 CONSTR UCTION TYPE: �lN
Sq Foataue ,�Pe�•Sq Ft,�
Basenie�ct 1 =
!st Floo�• t =
?nd Floor t =
Garage i =
� _
TO T.�iL
Q V
Estirrtated Cafcstructio�� G'alue: �' S Z.S,O o 0
Inspectioits Required: 6Yo,•k Requirii��Separate Per�nits:
S(te D� Plcunbrr:g Fire
Hardco��er Re�r�ova2 0� N(echa�tical �
_ZC Footirig Septic iC Setiti�eJ•Conriectio�l
oe Framir�g < Fireplace �c Law,7 lrrigation
_�C (nsulation (Nlaso�vy) Otlier
� GY"all Board � (Nlfg.) eL YVell (State Permit)
_y�c Final Grading/Fillirt� �Elech-ical(S�are Perntit)
Oth er
RE�tifARI�S(IN HO USE):
-----------------------------------------------------------------------------------------------------------------------
RE VIE ti�B Y OTHERS: DATE:
,4ccess: Ezistin,� rVew
,4ccess�lpprovicef: Date B�:'
------------------------------------------------------------------------------------------------------------------------
RE�YIARIiS (TO BE NOTED ONPER1tiIIT):
32
Ju1-18-2006 09:OOam From-CITY OF ORONO +9521494616 T-653 P.002/002 F-641
' Sec13.04 RJCF�7S OF SUBJECTS OF AA7A
Subd.l_ Type o[daca. The rlghts o(Individual o■whom�he dsta is ttorsd or es bc nored ahali bc aa act torth in t`ie aectioo.
' Subd.2. Informa�ion requircd to be glven tadividual. An individual owked m supply privau or mnTidontial data eoncrrnins Aimbclf Yhall bt
informed of: (a)che purposo eoe in[ended use of the requeatc�l daa wf�hln tha cuurctiog atatc apency,politicsl subdivieion,or atntcwide aynem;(b) .
wbetber de may rc[use or is tcgally required m sappy the nquesud d,tn;(c)rny laown consequence��Is(ng irom Afs supplying or re(using to supph•
privrroor eonfidential d�ta;and(d)the iden[iry of o�he1'pareone or enti[iea autborized by state or fednra!law to receive the dau. Tdis roquircment shstl
eo[apply when an individual is Osked�o supply investig$tlre da�A,punuant to scctio�13.82,aubdivitioa 5,[o o low enforeemtac officer.
Tke eommissioner o(rt�enue mav nlace tAc nO�iC!rtnulred nnder thic subAivision in��e indiviUual incomc ta:Or orooerb taY rlfunQ
instraMiOns inscead of nn thoze fortns.
Subd.3. Acccss to data by individwal. Upon rrqucst ro a responsible authoriry,an individua7 shaU�e inloTmed whethor ha ia the subjca of
smred avn on individuala,sed whetAer ie;s claasiRed as publ(c,prirau or conUaeniial. Upon Y�turther reques[,nn inaividual wl�o is the subjec�of
crored prlvate or public dar,on individuals shall be cdowo idr da�a wirhout any cbarge to him and,if he desf�a,�hall bt informed n(tbe mntont sad
moaaing of that dAta. After aa Individual hae bCea shown the prlvAte data aatl in[nrmed of ite meAniog,Lhe datu neM not bc dutiosed to him for clY
mon�hs thereaiter unless a dispuec or uecion pursuan�to this aaceion is peading or additlonal dxa on the Indlvldual has been colleaed or created. The
�¢sponsiblc authoriry shnll provlde Copits of the prirate or publ(t data upon rcqucst by thc inCividual subject uf tAe data. Thc rcaponsihle nutboriry mo�'
require�he requesting nenon w p�y rhe ae�ual wm of maldng,certifyiog,and complling the eopies.
Thc�csponsible authoriry�hall oomp�y immcdiatcty,if pobsible,wlth any Pequcst made pursosnt ta this suDdivision,or within�ivc days of thc
dste of thc mqueSt,cx¢luding Sa�u�dllys,auadays s�d legall holiQays,I(Immediatc eomplinnCe is no[po6sible.Tf he mnnot comply with the rrqutbY withfo
chrr rimG Ae shall so In(orm the indivioual,aad may a�ve an aQditlooal Gve aays wi�hin whkd w oomply witA iAe request,excluding 5sturdays,Sunds.�s
and Itg�l holid�ys.
Subd.4. Procedurewhcndowiseotsccursteoreompletr. Anindividu�lmaycontes�theaccuracyorcampleteneasofpubtico�pri.�ateda�
concerning himselL To exe�ciie thls rlght,sn indiriduAl bhall Aoiify In writin�the rr6ponei6lt authoriry Gescribing the nnturr of tht disagrtemen[.TAe
►esponsibla aut6urity shnll wi�hiu 30 d8y7 el�hcr: (s)mrreCl tht dAt�foqnd to 6e inaccurate or inmmplete and aKempt to natify paxt rccipicnte 0f
inaccurate or Incomplete dua,including recipien�named by the iadividunl;or(D)eotlfy�he Indlvldual iAa��e Delieves the daw w be correct. DA[8 IO
dispute sha�l be disdosed only if Ihe ladividual's strtemtn[of disagreement is incladrd witA the disclusrd drta,
The determination of rhe responslble authority may be appealed pursusnt[o the provlstons of the adminissradve procedure sct retatin;ta
contestcd c9ses.
DATA PRrvaCY AbVYSORY
In accordance with M.S.]3.04,Subd.2,"Rights of subjects of data",we would like to inform you thut your request
for a permit or license fYom the City of Orono or any o!tu departmenu may require you to furnish certaia private ur
confideatial information.
You are notf�ied that:
I. The infarmac5on you furnish wilt be used to determine your qaxlification for the per�rit or liceose requested.
2. You may refuse to supply data,but ref�sal may require that the City deay the permit or licease.
3. The informatioa may be sbared with other local,etate or federai ngepcies to the extent aecessary to process
the permit or license.
4. If your requested permit or license requires Councit action to spprove, some information may become
public.
5, You have certafn rights under M.S.13.04(available upon request)to review private duta on yourself.
6. Your full name is required to process thfs application or permit�
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P�pp�� `w� When New Hame Permit Iz Issued,Recalim Demo Credit-Fram 7uly 2006.
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August 14, 2006
To Whom It May Concern:
We need the permit for the Solie Residence at 1430 Cherry Place switched from
Paul Thomas Homes, to Vogue ICF Homes.
If you have any questions regarding this request,please contact me at 612 250 9400.
Sincerely, �
Paul Thomas Vogstrom
2335 West Highway 36 • St. Paul, MN 55113 „ _ , +�s�h�: ' =��'�tip
� Bonestroo . ��, �� -�� `' � ��� �r
• 0 Rosene Office: 651-G36-4600 • Fax 651-636-1311 ������,,t' 1�Y
� Anderlii<& www.bonestroo.com
Associates
Engineers&Architects
August 18, 2006
Ms. Melanie Curtis
Planner
City of Orono
Post Office Box 66
Crystal Bay,MN 55323
Re: 1430 Cherry Place
File No. 000139-06000-1
Plat No. 06-3183
Dear Melanie: ;
We have reviewed the revised survey for the proposed home construction at 1430 Cherry Place dated 8-
14-06. We have the following comments with regards to engineering matters:
• The proposed wing walls on both sides of the house can be eliminated by adjusting the grading
along the north and south sides of the house.
• The proposed grading in the area to the northwest of the garage and porch does not agree with the
proposed garage floor elevation. Specifically, a 967 contour should extend from the northwest
corner of the garage, across the driveway near the low point, and tie into the 967 contour shown
extending from the porch. In addition, swales should be graded from the proposed low point in
the driveway to both the northeast and south, and tie into the proposed swales to the north and
south of the house.
• Final plans should include erosion and sediment control details.
If you have any questions,please call me at (651) 604-4863.
Yours very truly,
BONESTROO, ROSENE, ANDERLIK&ASSOCIATES, INC.
✓
�Q-s�/ l�
Tom Kellogg
St. Paul, St. Cloud, Rochester, MN ■ Milwaul<ee, WI • Chicago, IL
Affirmative Ac[ion/Equal Oppor[unity Employer and Employee Owned
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Permit Number
RF.Scheck Compliance Certificate cheokea Byi�are �
2000 IECC
REScheck Software Version 3.6 Release 2 .
Data filename: C:AProgram Files\Chcck\REScheck\rute.rck
PROJECT TITLE: Solie Residence
CITY: Minnetonka
STATE: Minnesota
HDD: 7626
CONSTRUCTION TYPE: Single Fa►nily
WINDOW / WALL RATIO: 0.36
DATE: 06/28/06
DATE OF PLANS: 6-26-06
DES IGNER/C ONT RAC T OR:
Paul Vogstrom
612-250-9400
COMPLIANCE: Passes
Maximum UA = 2222
Your Home UA= 2160
2.8%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont, or poor
Perimeter R-Value R-Value -U Factor i�A
Ceiling 1: Flat Ceiling or Scissor Truss 2720 44.0 0.0 73
Wall 1: Insulated Concrete Forms 2820 30.0 65
Window 1: Vinyl Frame:Double Pane with Low-E 960 0.310 298
Door 1: Glass 60 0.220 13
Basement Wall I: Insulated Concrete Forms 1560 30.0 44
Wall height: 9.0'
Depth below grade: 9.0'
Insulation depth: 9.0'
Floor l: Slab-On-Grade:Heated 2510 13.0 1667
Insulation depth: 5.0'
Furnace 1: Forced Hot Air, 90 AFUE
Boiler 1: Gas-Fired Steam, 75 AFLTE
Air Conditioner 1: Electric Central Air, 10 SEER
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 IECC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the
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i
Aggregate Make-Up Air Alternative and Ventilation Documentation
(Can be Used as a Supplementto PermitApplication) ��,�����•:� R;"�`'��,�
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, Bldg Address: 1430 CHERY PLACE Date: 6/25/2006
City: ORONO Zip Code: 55331
Completed By: Paul Vogstrom Co. Name: Paul Thomas Homes
Path 1, Aggregate Alternative Exnaust �evices cFnn
Space Heater: Sealed Combustion Clothes Dryer 150
Water Heater: Sealed Combustion Kitchen Exhaust 150
Gas Hearth: Direct Vented Master Bathroom 50
Solid Fuel Hearth: Closed Controlled Bsmt Bathroom 50
CO Alarm: Not Required 1st FI Bathroom 50
1 st FI Bathroom 50
2nd FI Bathroom 50
Make-Up Alr Requirements centrai vacuum None
Largest
Exhaust Devices Dryer Kitchen Total
Other
Exhaust Capacity 150 0 50 200
Path 1 with closed controlled hearth. Passive opening to match dryer exhaust. CO alarm required. Verify this
Path 1 exception with local code official.
Distribution CFM
Passive Infiltration 175 '
Passive O enin s ! I
p 9� 1 Rigid Flex Direct
175 7 8 6
_
Powered Make-Up
_ 0
_ _.
I
� _ _ __
Ventilation Minimum Required
Sq. Ft. Bedrms Total Ventilation People Ventilation Supplemental Ventilation
5210 5 261 90 171
People Supplemental
HRV or ERV 1 45 cfm. HRV or ERV 1 90 cfm.
Kitchen Exhaust 50 cfm. Kitchen Exhaust 100 cfm. _ �I �
Master Bathroom 0 cfm. Master Bathroom 50 cfm.
Bsmt Bathroom 50 cfm. Bsmt Bathroom 0 cfm. �
2nd FI Bathroom 50 cfm. 2nd FI Bathroom 0 cfm.
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Applicant(print name) Signature Date Phone number
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REWA .
` WALL SYSTEMS� Build Different. Build Better.sM
Lintel Reinforcement Table Notes
Tables: 6.2.1.1, 9" iForm (8", 12", 16", 24", 32")
6.2.1.2, 11" iForm (8", 12", 16", 24", 32")
� 6.2.1.3, 13" iForm (8", 12", 16", 24", 32")
1. Consult with the local building code for minimum required service loads.
2. Applied service loads must be multiplied by load factors to use these tables. See ACI 318 or
applicable building code for appropriate load factors applied to dead and live loads.
3. These tables apply only when the following conditions are met:
Superimposed loads on the lintel are uniformly distributed
Lintel is not subject to any concentrated loads
Both ends of the lintel are fixed against rotation
4. Where required, (2) #5 bars may be bundled together(in contact with each other). Alternately 1-#7
may substitute for 2-#5 bars.
5. Lintel reinforcement must extend the appropriate development length beyond each face of the
opening as follows.
1-#5 bar.............................................24" _ _
1-#6 bar.............................................30��
2-#5 bars with 1" clear space between.........24"
2-#5 bars bundled..................................42"
1-#7 bar.............................................42��
�
6. A minimum of 2-#5 bars shall be provided on each side of every opening to meet ACI 318, 14.3.7.
7. See details in introduction to lintel reinforcement for reinforcement placement.
8. Lintels designed for typical residential construction cases used to establish the vertical reinforcement
tables found elsewhere in this manual may use the following factored loads. Consult an engineer
beyond these parameters.
Factored floor dead and live load= 1424p1f
Factored roof dead and live load= ll20plf(no attic); 1800p1f(including attic)
Factored roof dead and snow load=2100p1f(no attic); 2780p1f(including attic)
9. #3 stirrups may be substituted where welded wire reinforcement(WWR) is shown for shear
reinforcement. The#3 stirrups must be placed at the required spacing as indicated in the legend at the
top of the lintel tables.
6-30
Issued on: 4/1/2003
Release: E
� �flZEWAIZD�
' wA�� S Y 9 T E M B Build Different. Build Better.sM
How to Use the Above Grade iForm WaII Reinforcement Tables
Step ] —Determine the local building code requirements for wind load criteria.
• Fastest mile wind speed or 3-second gust wind speed
• Wind velocity
Step 2—If the tocal wind load criteria are based upon fastest mile wind speed, convert this wind speed to
an equivalent 3-second gust wind speed by using the Equivalent Basic Wind Speed Table
6.1.2.1.
Step 3—Determine if building is enclosed or partially enclosed.
Step 4—Determine exposure category(B, C or D).
Step 5—Determine the design wind pressure from Table 6.1.2.2.
Step 6—Determine the Reward iForm being used(9"or 11").
Step 7—Determine the unsupported wa}1 height.
Step 8—Determine the vertical reinforcement required from Table 6.1.2.3.
Step 9—Determine the local building code requirements for Seismic Design Category
(A,B, C,D�, or D�).
_ Step 10-Determine the reinforcement required from Table 6.1.2.4.
6-15
Issued on: 4/1/2003
Release: E
� � � ;�r�wAr�.
� WALL SY�TLMH Build Different. Build Better,sM
-' 4.6.2 Vert�cal Reinforcement
The piacement and location of the vertical reinforcement within the Reward iForm is critical to
the strength of the Reward walls.
The most efficient method of placing vertical rainforcement consists of the following four steps,
The vertical reinforcement is: 1)cut to the proper length,2)placed between the staggered
horizontal reinforcement, 3)inserted into a drilled hote in the footing or slab or into a pvc ring
placed over the vertical dowel in the footing or slab and 4)tied to the top horizontal rebar with
wire or plastic ties after the last course is placed.
An alternate method is to cut the vertical rebar into two or three equal lengths relative to the wall
height. The lengths are cut so that an average person can lift the iForm over the vertical rebar.
As the walls are being stacked,the vertical reinforcement is placed between the staggered
horizorital rebar and tied,at the bottom to the vertical dowel and at the top to the horizontal rebar,
with wire or plastic ties.
A vertical steel reinforcement must be placed in each corner.
Always extend the vertical rebar 40 times the bar diameter beyond the first concrete pour if the
walls will be continning upward, or place a vertical lap bar into the first concrete pour. This will
add structural integrity to the cold joint.
» ,�,' 1_..
---_.
__ S /I1 iForm Z ��s~� "iForm ��Srv�--�- /,l���
teel Reinfircement rlacement Steel Reiaforcement Ylacemen
Outside Inside Outside Inside Outside Inside Outside Inside
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Issued on:4/1/2003 4-13
Release:E
� � REWARD. .
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How to Use the Lintel Reinforcement Tables
Step 1 -Review the design criteria used to establish the lintel reinforcement tables to determine
if they are applicable. In particular,verify that there are no concentrated loads applied to the
lintel.
Step 2 -Determine the lintel height above the opening. Tables are provided for lintel
heights of 8", 12", 16", 24",and 32". Intermediate lintel heights may be reinforced according to
the table for the next smaller lintel height.
Step 3 -Determine the lintel span that is the width of the clear opening under the lintel,
For spans that are intermediate to the spans shown in the lintel tables,use the next largest lintel
span.
Step 4-Determine the factored load per foot of lintel. Use the expected dead and live
applied loads or the code required minimum loads multiplied by the appropriate load factors. The
factored loads given may be used for conditions that do not exceed those shown above for typical
residential construction.
Step 5—Find the appropriate table for the selected lintel height and the Reward iForm
being used(9", 11"or 13"). Find a load in the table equal to or greater than the applied factared
� load determined above. Read from the table the required bending(top&bottom)reinforcement
(1-#S, 1-#6,2-#5}-and the required shear reinforcement(#3 stirrups or welded wire
reinforcement).
Issued on: 4/1/2003 6-29
Release; E
� � REWARDg
� WALL SY8TEM8 �uild Different. Build Better.sM
6.1.2.3
Reward iForm Above-grade Wall
Vertical Reinforcement Table For Wind Pressure
Concrete: 3,000 psi Rebar: Grade 60
Design Maximum REBAR SPACING IN. ---
Wind Wall Height 9" iForm 11" iForm
Pressure Per Story (4" Fiat Wali) 6" Flat Wail
(ps� (feet) #4 #5 #4 #5
8 48 48
20 9 48 48
10 48 48
8 48 48
30 9 48 48
10 42 48 48
8 42 48 48
40 9 36 48 48
10 30 48 48
8 36 48 48
50 9 30 48 48
10 6 12 42 48
8 30 48 48 48
60 9 18 24 42 48
� 10 Desi n Re 'd Desi n Re 'd 36 48
8 24 36 48 48
70 9 Desi n Re 'd Desi n Re 'd 36 48
10 Desi n Re 'd Desi n Re 'd 30 42
3 12 18 42 48
80 9 Desi n Re 'd Desi n Re 'd 30 48
10 Desi n Re 'd Desi n Re 'd 24 36
Notes:
1. For design wind pressures greater than 40 psf, all vertical wall reinforcement in the top Reward story
shall be terminated with a 90-degree bend having a minimum length of 6 inches parallel to the
horizontal wall reinforcement and lying within 4 inches of the top surface of the concrete wall.
2. Application must be within the specified design criteria. Consult an engineer for conditions beyond
these assumptlons.
3. Place the vertical reinforcement in the center of the form as indicated in Details I-10 and I-11.
a. The wall must be braced against sway at the top and bottom.
5. See accompanying Above-Grade Reinforcement Table Notes.
6-19
Issued on: 4/1/2003
Release: E
� �r� Ar�t �
. � wA��YSTEMB Build Different. Build Better.s"'
�
Table 6.1.1.1
Rew �Below Grade WaII
.' ���� ���, � 1" iFo�i-rr�.�No Brick and Brick �
� �ertical Reinfarcement Table
�� " �s Concrete:3,004 psi Rebar: Gratte GO ,
r.wix, raa�nmum ReOuFed d In. ol Vd1ka� dcement —�....—
Meignl W UnDabnced Matirtwm MaftirtNAn Madmvn
BazcmnK axtu EOuuva�em FAJd Dendry Equivatrnl Fh�W Da�aily Cpui.e�en�F4kf OennNy
wei Negn 30 �6 bp
11 It W MS A6 f17 C8 IN 6 p8 Y7 NB iN p8 p8 p7 AO
� PrOvftle MirYmum W(�q8' ��de Mbrirtn+n p4�48"
�g, 5 Provrde MinUnum c4(g�at!' ,.. 12 18 48 48 46
. �—� 6 36 48 48 48 � 24 38 40 �8 a8
7 � 4B 48 48 48 ]8 48 48 IE tp 24 �2 �8 �8
� i4wWs Minimum W�aD•
ProviOe MWmur11N�18"
S Provi08 Mirdmun W�<8' 9fi �0 18 �8 48
9 .6 30 �8 4B 48 4B T� 38 40 4B �8
7 30 4S AB /B dg 18 30 �B �Ap �8 77 21 36 �g 1p
8 24 36 46 48 48 12 24 38 [B 4B 8 18 24 3g 48
t PrOvide Minimum Y1�48' PfOviOe M1Rnimum MI�18' �'�'Ovide MuimVn M�IB'
5 _�. �8 b8 48 oE
10 6 AB 66 48 Og 48 30 4g 48 IB 48 18 30 aB �8 4B
� ao �s �e �e +a �e so +2 +e �a i� �a ao �z aa
8 16 38 4B 4B 18 1p 5E 30 42 q$ g �2 q� 3p qp
,1 9 /2 ?� 36 48 �8 8 12 2� 30 �2 6 f2 t8 2� 30
. . 4 Provlde AWurtRrn iH Q�C P�Ov10e Mvtifnun#1�4B' PrWid!Mlrintum N��16'
5 �8 �9 46 �8 48 3B 48 �8 48 18
6 4B 9E qB 48 48 30 12 48 19 qb 78 30 48 <8 <8
17 7 90 �2 �B �8 48 18 30 �2 e8 48 12 18 30 02 48
8 t8 36 �8 a8 48 12 t8 30 �Y 48 6 t2 td '90 3B
9 i2 Ya 36 n8 ea 8 t2 19 30 36 6 G t2 t8 2�
10 12 76 ?4 38 dB 8 6 fY 24 30 3. (� b 12 18 24
� Ptovide Mirdmun W�4� PfovlOe F6NrnuT iH��L' Rovida Minim�rn p4�1B'
5 I8 48 48 46 46 �p 48 � 4B 4
6 12 4B 46 ^A8 4B 24 12 46 48 48 78 30 q2 qg qg
12 7 2+ �2 +6 na ee +s z� x as aa �z �a za aa ss
8 1• 3p �2 <6 �6 12 10 2� 36 �8 �6»�., ti2 18 24 36
9 12 7B 30 �2 16 6 72 1B 24 36 .�!�+a� 6 t2 18 21
� ,�....�,_�. .:..b -
1� 6 12 4 3p 42 6 6 1) t8 24 � . � ,��?,",xa'�F,`�;1'., �,�.
11 6 12 18 24 30 '�_'`'-�i',��a� 6 6 12 1a ��^rY.��?-�Y§.i�,e:��;"�':.
NOTES:
1. Appffpiion must be wiihin the specitied design criteria. Consult an engineer for conditions beyond these
assumpiions.
2. Place the vertical reinforcement off center as ind'icated in Detail 1-12.
3. The wall must be braced agafnsl sway at ihe top and bottom.
4. These tables meet appiications with and without exterior brick facing.
5. {2)#5 rebars may be subst(tuted for(1)#6 or(1)#7 rebar. The(2)#5 rebars must have 1"c►ear spacing and
each#5 rebar must have its own lap splice.
6. Shaded ce8s indicate the capactty of the wall is exceeded for lhe assumed design criteria. Specific project
information and design criteria should be used to properly deslgn the walt. Reinforcemerit requiremenls may be
reduced and/or a design may be achleved with the specific project ir�formation and design criterfa. Cortsuft a
design professional.
-- 7. See accompanying Be1ow G�ade Refnlorcement Table Notes.
G-1 I
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Above Grade Wall Reinforcement Table �totes
Table: 6.1.2.1, 6.1.2.2, 6.1.2.3, 6.1.2.4
1. Minimum venical reinforcement required for temperature and shrinkage
9"iForni: #4�48" .
11"iForm: #4 @ 4g"
2. Minimum horizontal reinforcement required for temperatur�and shrinkage
8' Wall: One#4 rebar witlun the top 16"and bottoin 16"of the wali, and one#4
rebar near mid-height of the wall for a total of 3 1�orizontaI rebars.
Spacing of horizontal rebar not to exceed 48".
9' Wall: One#4 rebar within the top 16"and h�ttom 16"of the wa11,and one#4
rebar near the third points of the wall for a total of 4 horizontai rebars.
Spacing of horizontal rebar not to exceed 48".
10' Wall: One#4 rebar within the top lb"and bottom 16"of the wall,and one tl4
rebar near the third points of the walI for a total of 4 horizontal rebars. Spacing of
horizontal rebar not to exceed 4$".
3. Deflection meets L/240. ,
. .��.�1C�..
- 4. Additional reinforcement is required around openings,corners,and discontinuities.
5. Tlze watl must be braced against sway at the top and bottom.
6. The design�riteria used include camponei�ts a�nd cladding elements, an assumed importAnce factor of
1.0,a maximum mean roof height of 35',and buildings both enclosed or partially enclosed.
7. Exposure categories(A, B,C,D) � -
Exposure A—Large city centers with at least 50 percent of the buildings having a height in excess of
70 feet. Use of this exposure category shall be limited to tliose areas for which terrain representative
of Exposure A prevails in the upwind direction for a distance af at Ieast 0.5 mile or I O times the
height of ihe building or other structure,wl�iehever is greater. Possible channeling effects or
increased velocity pressures due to the building or structure being located in the wake of adjacent
buildings shall be taken iiito account.
Exposure B—Urban and suburban areas,wooded areas,or other terrain with numerous closely
spaced ubstructions having the size of single-family dwelEings or larger. Exposure B shall be
assumed unless the site meets the definition af another type exposure.
Exaosure C—Open terrain with scattered obstructions, including starface undulations or other
irreguiarities, having heights generalty less tl�an 30 feet extending more tban 1,540 feet from the
building site in any quadrant. This exposure shall also apply to any bailding located within exposure
B type terrain where the building is directly adjacent to open areas of Exposure C type tenain in any
quadrant for a distance of more than 600 fect. This catcgory includes flat open covntry,grasslands
� � and shorelines in hvrricane-prone regions.
6-17
Issued on: 10/!/2003
Rclease: p
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Below Grade iForm Wa�l Reinforcement Table Notes
Tables: 6.,t.1.1, 6,1,1,2 and 6.1.1.3
1• A4inimum vertical reinforcement required for temperature and shrinkage:
11"iForm: #4 @ 4g°'o.c.
13"iForm: #5 @ 48"o.c. ,
I S"iForm #5 @ 48"o.c.
2. Minimum horizantal rei�iforcement required for temperature and shrinkage:
8' wall: One#4 rebar within the top 16"and bottom 16"of the wall,and one#4
rebar near mid-heigI�t of the walI for a total of 3 harizonta]rebars.
Spacrng of horizontal rebar not to excccd 4$".
9'and higl�er wali: One#4 rebar within the top I6"and bottom 16"of the wall,and
one#4 rebar near the third points of the wa11. Spacing of horizonfal rebar not to
exceed 48".
3. Deflection meets L/240.
4. Additional reinf�rcement is required around openings,corners,and discontinuities.
5• Place the vertical reinforcement off center or to�vard the inside face as indicated in Details I-12, I-13
and I-14.
6. The wall must be braced against sway at the top and bottom.
7. One#6 or one#7 rebar may be substituted witit two#5 rebars. The two #5 rebars must be spaced no
closer than I"apart and each#5 rebar must have its owii lag splice.
8. Shaded cells indicate tl�e capacity of the wall is exceeded for the assumed design criteria. Specific
project inforn�ation and design criteria should be used to properly design the wall. Reinforcement
requirements may be redaced and/or a design may be achieved with the specific project information
and design criteria. Consult a design professional.
9. A vercical rebar shall be placed at each corner.
Issued on: 10/t/2d03 6-ZO
Release: F
REBAR DESIGN AND PLACEMENT---� '�� /'- f5—M�NUTE
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Table 6.1.1.2
_Rew�rd Below Grade Wall
�3" iForm - No Brick and Brick
� ��� w�� �Vertical Reinforcement
Table
�� -`�i�s-��z��
.w _ Concrete; 3,000 psi Rebar: Grade 60 .
Msx r.�axlmum red Spa m. d Verfkal RekMp�cemen�
Ha1gM M UnUgloncpy
Oawi*ent Bac�kfa �M�m MarlrtWm Maxinum
EQuivalent ftWtl peruNy E9�dvaienf Fryiid Dem
ria�l Heiyy 30 1 45 � EQuiva�erA Ftuid OuraAy
�
(n) (H) p4 MS p8 M7 N8 A4 il5 p6 717 p8 i4 KS fJ8 p]' #B
4
8 5 PmNda MNrtum 05�48' �oviae A�nimurn p5�4B'
ProviAe MWmumpS Q 18'
6
�b 48 48 18 48
� 36 49 18 48 48 2� 42 4B 48 48
I
5 �o�� Pravlde Mirwryxn iY5 Q qg-
/ Provide 66Nmum It5�48' ��8'
`� 9 6
36 A8 4B 48 qg
7
38 48 /B �8 4B 24 38 48 !8 4B
B.i� 36 48 d8 48 48 24 4A s6 IB 18 24
4 � 38 ee a8
s Pror�de Mr:nuii NS(��a' ProvlAe A7irrimum iV5�48'
P�ovxle RNimum p5�46'
1D 8 —
36 4B 48 q �g
� 30 48 48 �8 <B t8 38 �B 46 48
B 39 �8 IB IE �9 7B �6 10 �B a8 12 2q �H 46 48
9 24 �2 48 48 �8 12 2t 38 48 4B 12 48 2� 36 �p
4
5 P�ov70a AfNmum YS�<8' Wwioe MfNmum 95�48�
Proride M4�ImVm N9�4S
8
30 48 48 48 48
11 �
:f0 4tl 48 4B 48 18 3Q 4B 48 OB
B 30 48 48 <B 16 48 30 46 48 �8 12 2� 3p 12 �p
9 24 38 �8 OS 48 f2 24 30 48 a8 8 1B Z1 30 12
10 1B 30 47 4R dP 72 18 44 �8 48 8 12 18 Y� 36
1
5 Woride MiNrnwn N5��e' �Wi09 Maf4Mat1 i15�48' PrO�id!Na'1Ynum XS�9S
6 42 4B AB 18 4B 30 4B �8 48 48
1� 7 12 IB 18 , OB 46 ZG 42 4d 48 �B 18 30 42 d8 �0
8 � 18 �B �B 4E 18 J(1 42 10 40 12 lp 3p 9Z �9
9 18 38 48 48 d8 7$ 18 30 42 q$ g 12 Z� � 42
f0 12 24 36 4B <8 6 12 24 3p 12 8 t2 18 24 gp
71 12 1H 3p �2 d8 6 12 18 94 36 8 B 12 78 2A
NOTES:
1. Appfication must be within the specified design criteria. Consuit an engineer for conditions beyond these
assurnptions.
2_ Place the vertical refnforcement off center as indicated in Detail I-13.
3. The wali must be braced against sway at the top and bottom.
4. These tables meet applications with and without exterior brick facing.
5. (2)#5 rebars may be substifuted tor(1)#6 or(1)#7 rebar. 7he(2)#5 rebars rrrust have 1"clear spacing
and each#5 rabar must have its own lap splice.
6. Shaded cells indicate!he capacity of ihe wall is exceeded for the assumed design criteria. Specific project
information and design crlteria should be used to properly destgn the wall. Reinforcement requirements may
be reduced and/or a desfgn may be achieved with the spec�c project information and design criteria.
Consult a design professional.
7. 5ee accompanying Below Grade Refnforcemenf Tabl�Notes.
Issued on: 10l l/20Q3 6�2 2
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s„s�.��� ANCHOR TUNNEL DETAIL
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� • � ��REWARD.
wA�� SYSTEM9 Build Different. Build Better.sM
811 11
LINTEL HEIGHT 9 iFORM
Design Parameters
Lintel Height 8 in.
Concrete strength at 28 days,fc 3000 psi
Steel strength,fy 40,000 psi `�"
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MINIMUM REINFORCEMENT REQUIRED
FACTORED
LOADPHt Lintel Span (ft)
FOOT OF
LINTH
3 4 5 B 7 8 10 12 14 16
1 - #5 top and bottom
250 Ib No Shear Reinforcement Required
500
750
1000
1500
2000
2500
3000
NOTES:
1. Consult with the local building code for minimum required service loads.
2. Appiied service loads must be multiplied by load factors to use this table. See ACI 318 or applicable building
code for appropriate load factors applied to dead and live loads.
3. A minimum of 2-#5 bars shall be provided an each side of every opening to meet ACI 318, 14.3.7
4. See details in introduction to lintel reinforcement for reinforcement placement.
5. Lintels designed for typical residential construction cases used to establish the vertical reinforcement tables
found elsewhere in this manual may use the following factored loads. Consult an engineer beyond these
parameters.
Factored floor dead and live load= 1424 plf
Factored roof dead and live load= 1120 plf(no attic); 1800 plf (including attic)
Factored roof dead and snow load=2100 plf (no attic); 2780 plf (including attic)
6. #3 stirrups may be substituted where welded wire reinforcement(W1NR)is shown for shear reinforcement.
7. See accompanying Lintel Reinforcement Table Notes.
Reward Lintel 6.2.1.1 - 9" /8"
Issued on: 4/1/2003 6-31
Release: E
" ��REWARD. .
v WALL SY9TEMS Build Different. Build Better.sM
Table 6.1.1.2
Reward Below Grade Wall
13" iForm - No Brick and Brick
Vertical Reinforcement Table
Concrete: 3,000 psi Rebar: Grade 60
Mex. Meximum R uired S G in. of Vertical Reinforcemenl
HeipM of Unbalenced Mawmum Mattimum Maximum
Basement Backfiu EquivaleM Fluid Density EquivaleM FHtid Densily EquivaleM Fluid Density
We1 Hek,�At 3p 45 �p
(ft) (ft) #4 #5 #8 #7 #8 #4 #5 #8 #7 #8 tl4 85 i18 #7 p8
4
ProviOe Minimum#5 @ 48"
8 5 ��e�����„ Provfde Minimum#5 Q 48"
6 38 46 48 48 48
� 38 48 48 48 48 24 42 48 48 48
4
Provide Minfmum#5�48'
5 Provide ANnimum tF5(8148' Prwide MMimum#5 @ 48"
9 8 36 48 q8 48 48
� 38 48 46 48 48 24 38 48 48 48
8 � 48 48 48 48 24 38 48 48 48 78 24 38 48 46
4
Provide Minirtwm#5�48"
5 Provlde Minimum MS�48` Prrnide A�inimum#5 Q 48'
10 8 36 48 q8 48 48
� 30 48 48 48 48 18 38 48 48 48
8 38 48 48 48 48 18 38 48 48 48 12 24 36 48 48 ��
9 24 42 48 48 48 12 24 36 48 48 12 78 24 36 qg
4
Provide Mmimum#5�48'
5 Provide Minimum#5�48" Prwide Minimum#5�4B"
8 30 48 48 48 46
�� � 30 48 48 48 G8 18 30 48 48 4g
9 30 48 48 48 48 18 30 48 A8 48 12 24 30 42 48
9 24 38 48 48 48 12 24 30 48 4H 8 18 24 30 42
70 18 30 42 48 48 12 18 24 38 4B 6 12 18 2d 38
4
Provide Minlmum#5�48" Provide Minimum iR5�48'
5 Provide Afinlmum#5�46"
8 42 48 48 48 48 30 48 48 48 48
12 7 42 48 48 48 48 24 42 48 48 4B 18 30 42 48 48
8 30 48 48 48 48 1B 30 42 48 48 12 18 30 42 48
9 18 38 48 48 48 72 18 30 42 48 8 12 24 30 42
10 12 24 38 48 48 B 12 24 30 42 8 12 18 24 3p
11 12 18 30 42 48 8 12 18 24 38 6 6 12 18 24
NOTES:
1. Appiication must be within the specified design criteria. Consult an engineer for conditions beyond these
assumptions.
2. Place the vertical reinforcement off center as indicated in Detail I-11.
3. The wall must be braced against sway at the top and bottom.
4. These tables meet applications with and without exterior brick facing.
S. (2)#5 rebars may be substituted for(1)#6 or(1)#7 rebar. The(2)#5 rebars must have 1"clear spacing
and each#5 rebar must have its own lap splice.
6. Shaded celis indicate the capacity of the wali is exceeded for the assumed design criteria. Specific project
information and design criteria should be used to proper(y design the wall. Reinforcement requirements may
be reduced and/or a design may be achieved with the spec�c project information and design criteria.
Consult a design professional. �
7. See accompanying Be%w Grade Reinforcement Tab/e Notes.
Issued on; 4/1/2003 6-12
Release: E
TIME
CITY OF ORONO CALLED IN �
INSPECTION N TICE SCHEDULED _ —� o�%�e
PERMIT NO. COMPLETED
ADDRESS ���3 D ��� �
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TELEPHONE NO. �D/a 3�0� Jr.�� ��-�e 17'4�Y�L*�d
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Z04 WALL BD. 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
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Call for the next inspection 24 hours in advance. �95Z� Z49-4600
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White Copyllnspector's File Canary CopylSite Notice
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Call for the ext inspection 24 hours in advance. (J52� 249-4600
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Inspector.
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DATE��-/ TIME "
CITY OF ORONO CALLED IN �D� �I•� 1 R��J�OAN1
INSPECTION NQTIC,+E SCHEDULED (D IZ�T1 I OC31°M
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� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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Ca11 for the next inspection 24 hours in advance. (952� 249-4600
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� DESCRIPTION �G� � �
ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the n xt inspection 24 hours in advance. �95Z� Z49-4600
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PERMIT NO. / COMPLETED
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� 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
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Call for the next inspection 24 hours in advance. �952� 249-46��
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White Copyllnspector's File Canary CopylSite Notice
� A E TIME V
CITY OF ORONO CALLED IN // �" ��
INSPECTION TIC SCHEDULED � — � �CL�
PERMIT NO. connP�ETE� „
ADDRESS �
OWNER CONTR.
TELEPHONE NO. �
� DESCRIPTION �
l� 01 FOOTING 11 MECHANICA R 18 EXCAV/GRADING/FILLING
� 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 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 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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the n xt inspection 24 hours in advance. (J52� 249-4600
OwnerlContract site:
Inspector.
White Copyllnspector's ile Canary CopylSite Notice
� � 7 ( �'� `� DATE TIME
CITY OF ORONO � CAILED IN lv - 2�-�
INSPECTION NOT SCHEDULED /0 3a-�f� Z:�
PERMIT N0. � O°� � COMPLETED
ADDRESS ��30 �`i riru �/G. c�
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TELEPHONE NO. �N �°�' � i•y� �"�
� DESCRIPTION
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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❑CQRRECTUNSAFECONDITIONWITHIN HOURS. �J pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '�CITATION ISSUED
G INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the n t inspection 24 hours in advance. (J52) 249-4600
Owner/Con�r�fdr ite:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
/� � � u �"�
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�� CITY OF ORONO CALLED IN �� V
INSPECTION N IG��/v SCHEDULED /�/ - '7-� � '30
PERMIT NO. � COMPLETED
ADDRESS ��3� ��� ��� ��
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TELEPHONE N0. C�I � aS0 JS�U
� DESCRIPTION v /-� "`�"ti
LV 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 1�SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTAIL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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INSPECTOR WILL RETURN
❑CITATION ISSUED
TOP ORDER POSTED.CALL INSPECTOR
C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952� 249-4600
OwnerlContrac n .
Inspector.
White Copyllnspector's File Canary CopylSite Notice
C� /� D TE �/„ TIME �
l;fl Y OF ORONO CALLED IN `�`r
INSPECTION NO CE SCHEDULED �
PERMITNO. ��l COMPLETED
ADDRESS � � ��-
OWNER CONTR.
TELEPHONE NO. �..P �� — � ) � ��l� —�-��2�„�
� DESCRIPTION /—���,,L,��7 , �CJ�/�r�y�
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING RI 23 SEPT INAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNEH/CONTRACTOH TO MEET YOU: YES_NO
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INSPECTOR WILL RETURN
❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next' spection 24 hours in advance. �95Z� 249-46QQ
Owner/Contra ' e:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
C.� � �U � DA �y TIME �
CI Y OF ORONO CALLED IN �����v•
INSPECTION ICE SCHEDULED -U (�O
PERMIT NO. � D COMPLETED
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� DESCRIPTION _ �'L b��-7�' �'^S��v�
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� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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❑STOP ORDER POSTED.CALL INSPECTOR
C INSPECTION RE�UIRED.CALLTOARRANGE ACCESS.
Call for the nex 'nspection 24 hours irt advance. �952� Z49-4600
OwnerlContrac 't :
Inspector.
White Copyllnspector's File Canary CopylSite Notice
V� /� D T TIME 1�
CITY OF ORONO CALLED IN `�' �
INSPECTION N TICE SCHEDULED � �
PERMIT NO. /�a/D COMPLETED
ADDRESS
OWNER CONTR.
TELEPHONE N0. ���- �$s ���
� DESCRIPTION �OD�7/2
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ��CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 2Q9-46��
OwnerlContrac on e:
Inspector. r
White Copyllnspector's File Canary CopylSite Notice