HomeMy WebLinkAbout1999-012075 - barn PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway - P.O. Box 66
Crystal Bay, Minnesota 55323 Permit Number:
(612) 249-4600 Date Issued: 11 /01 /99
SITE ADDRESS:
4705 WATERTOWN RO
iN
P . 1 N 1
DESCRIPTION:
r'Ar't0
BLAildin9 Perriiit SF-ACC STRUCTURE
E..J..41ding Work Typ .:, ACCESSORY STRUCT
U-1
V-N
RR-1A
REMARKS:
FEE SUMMARY:
$.77600
-p :-
i!V
$131 . 25
$117 . B1
Total Fee
CONTRACTOR: OWNER:
:7LOHLUt..41
WATERT
ORONO
THE UNDERSIGNED .1EREBY REWESITS PERMISSION TO MAKE THE REAL IMPROVEIENTS
SPECIhIED AND ABREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF
OROND- 7_,R, ,INANCS ('NO STATE OF MINNESOTA BUILDING CODE REOUIRFMENTS .
L _J
.//
4•7' -
APPLIC NT PERMITEE SIGN.TURE ISSUED BY:SIGNATURE /gee
Total Fee: $ Date Received: ) ./ I
Entered By: Permit#:
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
THE APPLICANT IS: (circle one) (OWNER OR CONTRACTOR
JOB SITE ADDRESS: ` 1 -7 C) j \/VA -%-alU+,'/t/ iVs) ZIP: 15-_ `
NAME OF OWNER: M i..-f�-1-.-iZ-�ti' 1 hagi2. cLic! oNE: (home) 691.�:L ci 7 -6,111
(work) i'` -I - f( c (vnq.--t )
MAILING ADDRESS: 1-110`J Lk 1 Lv-i 04 CH'Y t . 4/Ai ZIP: .15 .'s--;3^.-- `-.
CONTRACTOR: f;; L_Y�.( PHONE: ) - ?CO' --2 -(Y-10 9'
CONTACT PERSON: `1;,,0 ')(-> MOBILE/PAGER:
MAILING ADDRESS: j 2 9 _ Ni 1 ,,,4- S� , CITY:—. 2.c_K -,, ZIP: 5` 3.--�=
STATE LICENSE: #
ARCHl'1'ECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New Addition Accessory Structure v-------
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detail): C 0 N ...-; c---I c vd (_ r?-..r.)X'-)(>
(heti I I � M'�
T '�r � (3.Yf � C �.f .
,
STORIES: 1 SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: GARAGE STALLS: ATT. DET.
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ `7 j O -s
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 th ordinances and codes of the City and with
the State Building Code; that I understand this i 'of a permit and work is not to start without a
permit; and that the work will be ' ac ordanc; i the approved plan.
APPLICANT'S SIGNATURE: 41,," DATE: / ' / (7 1
NOTE! Parade of Homes events re'uire separate permit approval by Police Department and
City Council 60 days prior to the a'ent. Non permitted events will not be allowed.
5
Sec.13.04 RIGHTS OF SUBJECTS 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 section.
Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself
shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide
system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or
refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.
This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law
enforcement officer.
The commissioner of revenue may place the notice renuired under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the
subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who
is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed
of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be
disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been
collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data.
The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority 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
the request within that time,he shall so inform the individual, and may have an additional 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 data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the
disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify
past recipients of inaccurate or incomplete data,includim recipients named 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 determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating
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 furnish 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 permit 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
l U S uk -c--. -r-1z-)t,LA--. \ c(
Address
CityState Zip Phone
I understand my rights a stated ab v . /
Signature 7` 12)A)
/
6
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: H i 0 W 6-reT
PID:
DESCRIPTION OF WORK: (.3NRr-
ZONING REVIEW BY: A_ M DATE APPROVED: (I- J= 9 c
BUILDING REVIEW BY: Ammo DATE APPROVED: t - -9 g
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes �' No
PLAN REVIEW Yes L No SEWER CONNECTION
STATE SURCHARGE Yes No WATER CONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC-Units OTHER (specify)
ZONING CHECK LIST Zoning District: (ZR-I A
Fire Department: MA p Pct," Post Office: nit a eNOV! School District: p/AA,
Lot Area: Sq.ft. S.lo Acres Z`i5/(9oO Width ((t bum-✓l- Depth —
Survey Submitted: Yes pc No Date of Survey: (1- c-9%
Proposed Setbacks:
Front(Lake): Z9 S Right Side: I k,2.I
Rear(Street): (-1 40 Left Side: 1 o 3.7
Adjacent Structures: 3,1 � + Wetland: N 114
Building Height: Def. Hgt. 1 3 Peak Hgt. 15
Lot Coverage: /V /6-
Grading:
6 •Grading: Staff Approval Date: — By: Council Approval Date:
Septic: Staff Approval Date: -- By:
Zoning File: # 251') Resolution: # E3) Resolution Date: 1 0•2_5 - `i
Shoreland District:
Avg. Setback: Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS (in house):
7
•
BUILDING REVIEW CHECK LIST
UBC: U- 1 CONSTRUCTION TYPE: \//•/
Sq Footage $Per Sq Ftg
Basement x =
1st Floor x T
2nd Floor x =
Garage 3ox40 z c-oo x 9.00 = 9,c.00 °'
x =
TOTAL
Estimated Construction Value: $ �,boa
Inspections Required: Work Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
IS- Footing Septic Sewer Connection
Framing Fireplace, Lawn Irrigation
Insulation (Masonry) Other
Wall Board (Mfg.) Well (State Permit)
V-Final Grading/Filling c4 Electrical (State Permit)
Other
REMARKS(IN HOUSE):
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
REMARKS (TO BE NOTED ON PERMIT):
8
...
ORONO copy
Job Nome_
n peak purlin
Plyco Vent &Cap
___ . --0100111-- -----?•-______
-----
#2 &Btr SYP or 1450 MSR Purlins
2x4 on edge covering multi Spons
4/01°111' Truss Looding 40#-4-1 with 4/12 Pitch ///. ,,,,_
- .
' -1110111)* _ . z Pu2rIxin4 SL:rdogigehr t
Both Gable Ends 111114 „,,r_.
Catwalk max spacing 10'
a_,,---0-111j1111111111IeT1-11 by Owner
,...... itAiiiiiti,___
_
#33 Eove Trim
2x6 Fascia
-1 . ..4.4,-- i33 Eave Trim
7x10 Fascia
#2417"PSosff111.Priorenels .-.... ..---)---------"
2x8 Rafters w/Post Trim
\ 1.- iii.,3, 4-p lef.
#44 F-Channel
2x4 Soffit Support
. fee Steel
°
4-
En
iN
i
2x6 Side Girls
#32
taldBose
pTrirf%m Grade)
0-
2x8 .60 Treated Grade Board__,.i
lk
5x6 Leon
Columns
.60 Treated S4S SYP Columns—,.
21
i I i 1
2x6 Treated Anchor Blocks
18" x 6"Poured Footing ---x- —41-
k,
CITY OF ORONO
13UILDINT3R IT PLAN REVIEW
INSPECTOR
SAT11• I-dici T PERMIT NO.
fil'APPROVED AS SUE:VOTED
0 AFiliI:.)\TD WIT;I CC.)71RECT!ONS AS NOTED
0 t!0,1APPriOVED---CORn-ECT SL fr:Str.ftl!T
Thole c:)nlmcnts ir.3•for tii-zr il:,..rnixion.Ail work str.11 Uo done
In full carnpliamo veil all Elp....:.s.Eit.,:.:1 t)Iiiir!ing and zslirtg code.
Requirennants induang giaria not 4:6::!fiLAy.nolod in this review.,
KEEP THIS PLAN SET ON SITE AT ALL TIMES
•
t 7'-10 1/2" t 8.-0" t 8'-0" 1 8'-0" 1 7'-10 1/2"
x_-.. \) E/ El t'l\- 1
-ym
/// \\\ 2---> 1
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X �/ \\Typical 4 Corners I I
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I // I 2x4 Windbraces \\ I
� I // 9x8 Frameout I Typical 4 Corners ``\ _ I
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/// I 1�LN6 `` -'f
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4
META WOOD CORP.META WOOD CORP.WO: 97880 WE:97880.002 11US$1D:0002
TC FORCE AXL BED CSI TOP CHORDS: 2x6 SPP 2400F•2.00 2X4 continuous lateral brace attached w/(2)
.Joint Locations.. .
•
1- 2 -12072 0.65 0.38 0.93 BOT CHORDS: 2x6 SPP 2400P'-2.0C J 16d nails each m®ber.Brace MUST be located 1) 0- 0- 0 6) 18- 5- 1 3.1) 11-10- 2
2- 3 -11133 0.55 0.27 0.83 WEBS: 2x4 SPP STAND 01i to provide equal uubraced segmenta 001 Cor 2) 4- 8-12 7) 21-10- 2 12) 16- 0- 0
3- 4 -11253 0.56 G.23 0.80 2x9 SPF b2./112 041 3,5,7 single ply truss a "T" brace may be nailed 3) 8- 1-14 8) 25- 3- 4 13) 15- 0- 0
4- 5 -8070 0.29 0.22 0.51 All COMPRESSION Chords are assumed to be flat to edge of web w/16d nails G B" o.^_., 4) 11- 6-15 9) 29- 9- 0 1i) 8- 1-14
M 5- 6 -8070 0.29 0.22 0,51 continuously braced unless noted otherwise. using same size, grade 4, species-as web, 5) 15- 0- 0 10) 29- 9- 0 li) 0- 0- 0
O 6- 7 -10989 0.54 0.23 0.77 This design based on chord bracing applied Brace =St extend 901 of web length. ----MAX. RE4CI'IONS PER BRARI160 ICC-ATION-----
- 7- B -10827 0.52 0.26 0.78 per the following schedule: X-Loc Vert Roriz Uplift Y-Loc Type
8- 9 -11501 0.59 0.26 0.85 Max O,C. Front 'To 0- 3- 0 6059 0 0 BOT' PIN
TC 24.0" -2- 0- 0 29- 9- 0 29- 6- 0 5355 0 0 BOT H-ROLL
BC FORCE AXL BED CSI BC 120.0" 0- 0- 0 29- 9- 0
15-14 11143 0.61 0.03 0.64 Bracing shown is for visual purposes only.
14-13 9077 0.50 0.03 0.53
13-12 8979 0.49 0.03 0.52 Building Designer shall provide adequate
12-11 8979 0.49 0.03 0.52 bearing area and anchorage.
11-1C 10536 0.58 0.03 0.61 BEARING AR2A REQUIRED
ED Erg Size •• Min Size -or- 14in Area
NEB FORCE WEB FORCE 1 0- 6- 0 0- 6- 9 9.85 ei
2-1.4 -786 6-13 -2247 *a eine specified by customer
3-14 -1432 6-11 1893 MAX LIVE LOAD DEFLECTION:
LC) 4-14 2129 7-11 -1518 L/542 at JOINT #12
'":21" 4-13 -2193 8-11 -399 L.-0.64• 13.-0.08" Te-0.71'
Crl 5-13 3739 MAX HORIZONTAL DEFLECTION:
CO T. 0.23"
r- RMB a 1.00
cr
CV
Co
X "1/
15.1)-l) 14-9.0
1 2 3 .1 4 I I 9'
li I -4.00
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4X8 4X6
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6-1-13
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-t 29-9-0
15 14 13 11 •
2 11 16'
60591 6.56" 53554 6.00"
2 2-0-0 1 1
C73n� Z9 y 8
-41
in (112-1-5)
EXCIar1' AS SHOWN PLATES ARE TL20 GA TESTEDPER ANSI/TPI 1-1995 scab = 0.1875
o WARNING: READ ALL NOTES ON THIS SHEET. 'IC Live a0.o par Designed By: BMJ
\ '-` A COPY OF THIS DRAWING TO BE GIN/ N Tp ERECTING CONTRACTOR. TC Dead 4.0 psi
Is. BRACING WA DESIGN INFORMATION Checked By:
coIFII
S gracing shown onth,sdrawtngisnutera-non bracing,wind bredfghladerit.%tsfor anindividual budding compomedand hasbeen based onhdonu.BC lave 0.0 pis
CTS portal bracing or einatarbearingwWelt Is n pari of lox builder,; ttor,pra.ddul by t he client.The desigi,er diode!' an/reapxwballly far durance BC Dead' 1-t) Psi Dale: 10-01-99
I desipt and which must hecceelderei h/the building designer. asa,esdi.of faulty or income-1 utornaiten sped Oeanon%and/or ui gas
a Oradngahmnt is for lateral support of true,Diemen only to redufiuxaslwd to(he mass de--a40tar0y the clecnt and the eorreelness Sr aocaracy of psf
.
O �� buckling length. Ptovistots must he made to os )wrlaltral brial)glta trannation alt may relate to a sptd0a project.This truss has bean TOTAL. .45.0
I at clots and epodficd locations,slam teed by(lie buildingdesigl'ueslesicicd trtaorordancc tallla'T➢t-96'and'NC6-9l'to ha tricot wowed as part er- Dwg. No:
1- Addltlot•d tants-two or the overall tano way t.,rertuke'J. t he Mating d
ing ot rpt by a Building Designer.Hien revleeeei for approval by the LOAD OUR.-FAC: . 1.15. - •
U (Sec 1118-s1 ollP1). For specific inns bracing regIdraneatr. to:Wing deslrner,the doxgn loadings shown must be audited to be*arc that the
VOODTRStSTERLR--•- contact buildingdeee. Chums HN,
PlateInstitute-1Ku
ed datashrwa . e
-eInagienentoaththebeatbaLllntcodes,l«dawneictecoada
O I:d.'irdip
SPACING: .96.o" S6gn 09,28.99-165294
at813 D'Orefito Drive.bMadison.Wfscor sill83110). for nlnd or 931.0,1, M
loads,project speOhan
ean or speal applied icrrb. J , '
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I hereby certify that this plan, specification, or -4-1----,.- -. `
report was prepared by me or under my direct I _
! supervi ion and that I am my Registered a.
{ Engi '-r d the I w the State of N1 N • - -
•ate Lb / LI 9) Reg. No. `_
—< • > - _
- - - s •. ..._
;uctomer Directions to Job Site
\ddreec
;ity&State
Job Site I
iome Site it
Form S357 3-94
META WOOD CORP.META WOOD CORP. WO:9788U WE:Y/88U.UU I uuao tv.vuu.
TC FORCE AXL BUD CSI TOP CRORDS: 2x6 SPA 2400F-2.06 Ki 2X9 continuous lateral brace attached w/(2) Joint Locations....
1- 2 -12193 0.66 0.28 0.93 1907 QIORDSt 2x6 SPF 2400F-2.00 (d 16.5 nails each member.Erace MUST be located 1) 0- 0- 0 6) 18- 5- 1 11) 21-10- 2
2- 3 -1125.3 0.56 0.27 0.84 WEBS: 2x4 SPF STAND (N) to provide equal unbraced segments OP.; for 2) 4- 8-12 7) 21-10- 2 12) 16- 0- 0
3- 4 -11365 0.58 0.23 0.61 2x4 SPF' 01/1(2 (N) 3,5,7 single ply truss a "7' brace may be nailed 3) 8- 1-19 8) 25- 3- 4 13) 15- 0- 0
4- 5 -8261 0.30 0.22 0.52 All 01/{PRESSION Chords are assumed to be flat to edge of web w/16d nails ® 8" a.c., 4) 11- 6-15 9) 30- 0- 0 10 6- 1-14
5- 6 -8261 0.30 0.22 0.52 continuously braced unless noted otherwise. using sante size, grade F. species as web. 5) 15- 0- 0 10) 30- 0- 0 15) 0- 0- C
CQ 6- 7 -11386 0.58 0.27 0.91 This design based o;s chord bracing applied Brace Whist extend 90% of web length. ----MAX. REACTIONS PER BEARING LOCATION
CD
7- 8 -11253 0.56 0.27 0.84 per the following schedule: X-Loc Vert Noriz Uplift Y-Loc Type
Q-. 8- 9 -12193 0.66 0.28 0.94 Max 0.0. Froze To 20- 3- 0 5400 0 0- 9- 0 5400 0 0 B0; PIN
NOLL
TC 24.0 0- 0- 0 30- 0- 0
BC FORCE AXL BUD CST BC 120.0" 0- 0- 0 30- 0- 0
15-14 11256 0.62 0.03 0.65 Bracing shown is for visual purposes only.
14-13 9201 0.50 0.03 0.57 MAX Ia1VE WAD DEFLECTION:
13-12 9201 0.50 0.03 0.53 1/538 at JOINS' ()12
12-11 9201 0.50 0.03 0.53 L--0.65" D.-0.08" T.-0.73"
11-10 11256 0.62 0.03 0.65 )MAX HORIZONTAL DEFLECTION:
T. 0.23"
WEB FORCE WEB FORCE
1 2-14 -773 6-13 -2391
3-14 -1437 6-11 2131
L!7 4-14 2111 7-11 -1437 .
..:3. 4-13 -2391 8-11 -773
CV 5-17 3823
OD RMB - 1.00
6 -
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, - 1 _ 15-0-0 1 t 15.0.0 f
¢ 'I 2 3 V 6 7 8 9
[u F- 1 -4
8X8
IXI :iw 4X8
3X4 3X4
5-6-1 3X4 / 3X4 5-hl
O 0.6_1 0.6-1
f8X16 r 4X12 TL16-6X13.8 4X12 8X16
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Fes-• 139 P9
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15 14 1'3 12 11 l8
>= 5400# 6.00" 5400# 6.00"
¢ 14 30-0-0 aj
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Lo EXCRPr AS SHOWN PLATES ARE T120 GA TESTES) PER ANSIiTPI 1-1995 scale = 0.1875
CD qq ccaapp WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.0 int Designed By:BMJ
10 BRACING WA 1' IVGY OF THIS DRAWING Tk)amyR*QAEis(TlING CONTRACTOR, 7'C Dead 4.0 Fa Checked By:
'_ nI "`I
Brining ehessrt on tlJa.I ravrlttgis rot erection braslrey,wind 4?pu'Klns deetgrt is for an lixllridntel building component end has been he_cd en hLomts BC Live 0.0 �t
O7 portal bracing or sander bracing u-loch Ise part of the leaf:hits l Ion prmtdrd by:la dlcr:l.1 he dealq-ea disclaims any no pan,thlli(y fro slut nova
O7 design and which must he toted deret b/the building designer. as nreaulI.of Nulty or-Incorrect IrCormatlon.specillcol lots and/or d'stgne BC 1)eod 1.0 In[ Date: 10-01-99
0
UTTFUDraehtgrho4el s1forinterchignonofadet acn:hc dyton Ighls rsttetogtr('eItdenfiner t the`liner analtct.Thi he orate. un brettacyo[
DraehIruckli g shown I Per lateral aler must be f trusts anther lateral o eth reduhan Inosnetlonre truss may reldesigner
to a client
pand
et.This tees hes been TOTAL 45.0 [16f
ed owls medspecified lee allele determined by the building destgedealgred In a000rdertoa with-11'1-93'end-NDS•9 C to heincorporal d as part of Dwg. No:
AdeLiloltal hnset of the mere.al:nxtute tn.,/he required. the buildingLex9t N/a Building Designer.When redewed for avow.'by the LOAD DUR. FAC: 1.15
F- (Sea I-116-91 of 7Pll. Per specific trine bnsottg regnarernerne. building dumpier.the design feedings shown must be checked to be sure that the
C) ---'1:OGD1RUSSSYSPEMS--- contact:itkblifdesigner. Muss Bale Meittute7P1,Islocate' date shaven an I: $saoflCti'sith the local building ood looM sJI,,Mt;recent. SPACING: 96.0" .SeCIn:09.28.99-165292
O et 593 CMMnclna Drt:e.tsfedlaea.Motet g in S.^:719). for wrd or craw loads.protect epeelOcatleret ee spesial applied loads
DATE TIME
CITY OF ORONO CALLED IN 11— Q/-19 '
INSPECTION NOTICE SCHEDULED // yO'
PERMIT NO. _ L/ a W)COMPLETED /`�^-�—`2'? l/- 4E -
ADDRESS 4 7 o e sr PA.
OWNER Sta./ 0G-X CONTR. C c, 6-01.-1, ..,,L..,,LTELEPHONE NO. (- 0 0 3 '72-'72- 0 //(2Y
DE ION
• FOOTING 11 MEC NICAL RI 1 CAV/GRADING/FILLING
w— -•v G 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 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
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
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v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerIContra for on site:
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White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN )))
INSPECTION NOTICE SCHEDULED G' m
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DESCRIPTION r r\
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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y02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
- 11N4L 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
111 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑
C CITATION ISSUED
STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on site:
Inspector. //l
White Copyllnspector's File Canary Copy/Site Notice