HomeMy WebLinkAbout1997-009106 (new residence)� PERMIT
� CITY OF ORONO PERMIT TYPE: �-� �
2750 Kelley Parkway- P.O. Box 66 -'=��=n'=''"=' I
Crystal Bay, Minnesota 55323 Permit Number: _ :��+;_.�:�, :
(612)473-7357 Date Issued: _ _ . _ „ , .,
SITE ADDRESS:
- ;- _��-,-� - ��
__ _ :;�.�,._ .� _.
_ _ . . - - . .. " ."..- -�:=- =_�f;ic
DESCRIPTION:
_ . . _ .:.�.. ,,.._ .. ....... . ....
.=�3.�i i 1 F�:t'i�`:,� . �`fs�J:T>:: � �f�_-_� _ :1� �i��.,!.�';'��--;`•=�;':t�
: � �i��'?:.fr
C'���: �,7~:i f�'s� �iii_i3'.'. !�� u:(.:i '....."' _ " ...
_t�`€� I_i[ �"f=`��i i':}_ f' `•'��—
., � � ._ -t-`:,-•,:. i ii,;
�_-'•..:�i•�T.�'i I:���_s_�?�i . , ..,. . �4 .
..�iriI�?7 ��',.� i--i�. ?E^
.. _'i�f'_�.v'_ L;lVti�i:.e _ « _ _. . . .!��. i:'�.. � �.�%...i 1 .
REMARKS:
._ - ;:::;.-��;,,; - � - - ���� ,
:•: �s= ,. '_ . �� . . �. _.. .. _ _ _�r._.. " ' _ .. _, _ _.. . _ _ ...i _. .� _ .
.
_ _ � . _ i- �I ;;'J,
- _ .�'� ' f . _ - ._ :�. .
FEE SUMMARY:
,.,r..; ' ';,_.;:. - _ _ .. _ . , ,
�: .::; ;:-;::-;
: . �t..�.�_, . _ ..�,� .
=<�.:�::_� ;��M�:, �� , _ �=E . ...
_�i,i{ fi�i��i��F�1�ri� . ._ __..� . . w
„vi,r��'f���iZ'��.!-! .._....�... 's` 3 ��; �~!�'�
y�=.:ri..¢..s.a.n.
�}i�,rJ,y r�1�� . , ti .� . .. _
CONTRACTOR: ' -- - � - OWNER:
,,, _. ,.. ,.: .. :i f���_:_ j ':::: —
. . �. � �� �: . , :,.,r .� _ . ._ . __
,: . . . _J _. Ir_�� _ _ _ . _ : .. . ._ .� . ',,.. `.:' .
- - - _`..��"'�_..�?��'.�'?--� . _. _:__ ._ _.. ._ _. .J� _ i}`.;:
..- . __.�(�-? ' � ... .'V4 �i�_'• _ � ._ _
;._ _ _
T: .!rs ! .. _? '"_�. _�;.�':.`��� .._.�f_� � . i ,".T _ _. _ .,.� . _ �� .._ ,._ .` .__ � _.`t L`:f :
, : �; _
r-, f� _. s _ !�t �,S .: � y � i si�
' � .♦ r �...
_� ._ , : � ; : . _
. ., . ,� ,�_.. _ _ - . , ._.. .. _,. .. . _.. _. _{..• .. _ __ _ __._ . _ . , . ._. .,.
_ . ,.. _
-.� _ ;�' .; .,;.' ,; ;`... .. : . . a �'_ �, :'i.sl W I ; . :.' __... 1� ..7 ,. .. _".. .,._ �i �.� ._.. ._.s' : . .
f� : ` �. { ,
L �
�
a� ��1
APPLICANUPERMITEE SIGNATURE ISSUED BY:SIGNATURE
, .
Total Fee: $ � a � j `��' Date Received:�� - /.:t -`�` 1
Entered By: �� Permit#: `��o�
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 ON CTOR
.
JOB SITE ADDRESS: 3� 3-� SGo � Q�'�-�. ZIP: 5��3 9 �
NAME OF OWNER � TEU�' � ��q�NE J /�.uS PHONE: (home) �7�- 9��1
(work)
MAILING ADDRESS: Sa ►�►� e CITY: ZIP:
CONTRACTOR: �j r Jc e �re n �b m es PHONE: �7.1�- 4 9��°
CONTACT PERSON: r v�C �rC,h Pv10BILE/PAG R: 88 9- Z 3 3 3
MAILING ADDitESS: �D� Jo. rc�a cv�CITY: G� ZIP:��3 �1 �
STATE LICENSE: # � $d
ARCHITECT/ENGINEER: c�a rv'a� �.P� � ►^ P NE: �-�� " ����
MAILII�TG AD SS: �'S � s� CITY: 1-�et.Joo Z�� �.�3
NAME; ��j�-�, G,rra, REGISTRATION#
TYPE OF WORK: New � Addition Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detain: /� �� S �� �
STORIES: � SQ. FEET OF EACH FLOOR: Z Z 4� �
NO. OF BEDROOMS: � GARAGE STALLS: ATT. 3 DET. O
ESTIMATED CONSTRUCTION VALUATION (excluding land): $ �Oo� 6 o d '—
I hereby apply for a building pernut 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 Building Code; that I understand this is not a pernut and work is not to start without a
permit; and that the work will be in acc rdance with he approved plan.
APPLICANT'S SIGNATURE: . DATE: �v
NOTE! Parade of 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.
9
Sec.13.04 RIGHTS OF SiJBJECTS 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 sratewide 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 identiry 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 mav place the notice required under this subdivision in the individual income tax or Dropertv tax refund
instructions 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 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 infocmed of iu meaning,the data need not be disclosed to him for
six months thereafter unless a dispute or action pursuant ro this section is pending or additional data on thc individual has been collected or created.
The responsible authoriry shall provide copies of the private or pub(ic data upon request by the individual subject of the data. The responsible authoriry
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[he 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 conceming himse(f. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement.
The responsible authoriry shall within 30 days either. (a)correct the data found to be inaccurate or incomp(ete and attempt to notify past recipients of
inaccurate or incomplete data, including recipients named by the individual; or(b)notify the individual that he believes the data to be correct. Data
in dispute shali 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 pernut 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 pemut.
�rvice � �j ►���
F�rss� r Mid e Last
�u J o u T�-� �j►-�o a��Ju-�
Addres
Gt'i�q /�/ �.�.��� 7..� �Cl/�
Ciry State Zip Phone
I understand rights as stated ab e. ,
�
Signature
' CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: �235 G�5� C t�L�
PID:
DESCRIPTION OF WORK: �C W �2.��
--------------------------------------- --------------------------------------------------------------------------------
ZONING REVIEW BY: DATE APPROVED: jA /6�- �i 7
BUILDING REVIEW BY: DATE APPROVED: � -�$ -5 7
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes �/' No
PLAN REVIEW Yes � No SEWER CONNECTION
STATE SUR`I-�ARGL Yes ,/ No WATER CONNECTION
INVESTIGAZ'ION FEE Yes .No r� PARK FEE
SAC Y�s No ✓ SITEINSPECTION
Number of SAC Units��,'�rsc�u� F���— /�-e.+� OTHER (specify)
------------------------------------------------------------------------------------------------------------------------
ZONING CHECK LIST Zoning District: �2-�L
Fire Department: /�/�ou,�v-� Post Office: Wq.y-�,4-� School District: �,eS�p�l+�i
Lot Area: Sq.ft. 2'Z.�!?.v Acres - S l Width ��� �- ,Rku.2 Depth 336 � ,9�-�
Survey Submitted: Yes � No Date of Survey: �`��- `l y
Proposed Setbacks:
Front (Lake): _ 1 bo � Right Side: �v`
Rear (Street): S�� ` Left Side: �� �
Adjacent Structures: N�� Wetland: �1(i�
Building Height: Def. Hgt. (j • (�- Peak Hgt. C�� k
Lot Coverage:l�•32°��
Grading: Staff Approval Date: b-�� - `1 7 By: �CJ- Council Approval Date: �(//,•�
Septic: Staff Approval Date: /V %�- By:
Zoning File: # 22 o c� Resolution: # �8 S'I Resolution Date: 3 ►d 5 7
Shoreland Dist:ict: e
Avg. Setback: vAR��ANfk. � B1uffSetback: LotCoverage: ��{3,s ���532`''�0
Existing Proposed
Hardcover: 0-75'
75-250' z$.b�( z4•b y°70
250-500' 3 6-5 s 3 i . 2 3 0
500-1000'
Hardcover Variance Required: Yes� No Date of Council Approval: 3'��'�
REMARKS (in house):
� 26
BUILDING REVIEW CHECK LIST
UBC: R •3 CONSTRUCTION TYPE: VN
' Sq Footage $ Per Sq Ftg
Basement x =
1 st Floor x =
2nd Floor x =
Garage x =
R =
TOTAL
Estimated Construction Value: $ 30 0,�oo "'—"
Inspections Required: Work Requiring Separate Permits:
Site 4` Plumbing Fire
Hardcover Removal �( Mechanical Water Connection
oC Footing Septic Sewer Connection
� Framing _� Fireplace k Lawn Inigation �
� Insulation (Masonry) Other
_�Wall Board (Mfg.) Well (State Pernut)
�_ Final Grading/Filling �[_ Electrical (State Permit)
i Other
REMARKS (IN HOUSE):
------------------------------------------------------------------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
------------------------------------------------------------------------------------------------------------------------
REMARKS(TO BE NOTED ON PERMIT):
27
. " EXTERIOR ENVELOPE AVERAOE "U" COMPUTATION
OWNER: S l L�t 5 DATE: d '!2 - 9"1
S I TE ADDRE S S • 3Z 3 C/llCo Ci�CL.E
CONTRIICTOR: gRUG.E l3�Q�"�! l�oN/�E't /•�C. PHONE: 415- 04l8'
Determine working square footage of each:
1. Total exposed well area. . 3�oZ sq. ft. x .11 .= y�7. Z
2. Totel roof/ceilinq aree. . ZIoZ sq. ft. x .026 = 5`f•7
Total exposed wall area above floor � 3 SS�
a. Total wall window area. . . . . . . . . . . . . . . . . . . . . . . 92Z
b. Total door area. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /NGcan�Co r
c. Total sliding glase door area. . . . . . . . . . . . . . . . nioK� _
d. Total wall framing area (average 10$) . . . . . . . . . 2�fZ
e. Total net wall area above floor. . . . . . . . . . . . . . . 2 ► 7 8
f. Total rim joist area. . . . . . . . . . . . . . . . . . . . . . . . ZIZ
. Total exposed foundation area = /4 S�•
g. Total foundation window area. . . . . . . . . . . . . . . . . . -- _
h. Total net foundation area above grade. . . . . . . . . /48 ,
Determine "U" value of each wall segment:
a. 922 x "U" . ZS = 23o.S
b. i,�cchoap x "U" 5/�m4. �
C. N�N E X "U" � _ —
d. 2�f2 X "U" •il = 2� •�
e. Zl7St X ��U,� .oS = f o �6 . 9
f . 21Z x "U" -O`�' _ � ' S
g, — x ��,� � _ -
h. /4� X �U,� .c11� = S�,q
3. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Tota1 = 383 . 4
If item #3 is less than or equal to item �kl, than the have met the
intent of SBC 6006(c)2 .
. Total exposed roof/ceiling area = ZIo 2
i. Total roof/ceiling framing area (average 10$) . 21 �
j . Total new insulated roof/ceiling area. . . . . . . . . J �� Z __
Determine "U" value of each roof/ceiling segment:
i. ZIo x "U" • �Z = �,Z
j . Ig92 x ~v" • • �t = 37•8
4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Tota1 = NZ� ��
If total of #4 is less than or equal to �k2, than you have met the
intent of SBC 6006(c) 1 .
Alternate Building Envelope Design
To utilize the total envelope system method, the values establiehed
by the sum of items #3 and �4 ahall not be greater than the sum of
items �1 and �2 :
1. �l o'? • 2 + 2. ��/• '7 =
3. �Y 3• `I + 4. 7Z�4� _
� _.�x c.. �. s ��.c�-,e � y CAL C S
I'�5�.�}L r ;�P-�.��✓J G✓A L L — 3 7 0.2 �
�f� � , Z �Y� Za , Zg7 � Zo , Z �Z � � o� l , /oo , �`i-� , 2 ? i
1��1/_ ,2?oa�/.f.��.�G A�'s�,4 — Z/o z. �
!ad , S�� -��' � 23, �// , /7�rS
�.,�1,�,�poU/s � ,Dao,�,S �z2 �
,25, i 2 , /Z � z 7 , Z 3 , ��, ,Z 3, �� � �l, Y/, �s�
`�� , /Z � � , 3G � �8", �S, �s; i.f y�; s�� �� y ,...
/Z� / 2 � S� � Zo � `�� /Z � �Z
(
u ��+c.� l��a,i�g �u. = ,!I ) � r�. r-�.Nn,.rr�,.�, �a= , oh �
�'yr G>�..ti ,i"1 � �,r. Fi�r� , 1"7
�r7�GCo .yy Cd�.c. /�i,r�. �, zf
% '� D.:�l4 .6�s ' .Ys" �aja�.rni�v �3.o 0
a�,� 6- �7 �z�� �Y�1�,,� ,�fs
��j� �� �n`?/�f/�/+�f •�l S � /N/. �[M �6�
1N f. C/G� •�$ � 1.�. .5�
�1 Z`7 !
- I� . . 0 Z
'�' (.di�l L /h/:fAlA�i rl lK - . 0 5 , f, /Po aL `/I�iy/rv4 ��-' )
,FC1r� �/GM •I7 �i�'T F/LM ���
��CG�1 •4`i .�s�vY�1t/ ,�wi , yy •
�z„ e S.r3• •66 � /z '' oS13 '��
G" G���nC,C.�sI �9,eo � /6%z " �rvfac.�neN y�. zS"
�Z �. Gy�tk�, �ys � 3�L .. �oe� y�3s'
/Nr Gi�n-r .�6 , �d " �rPr�-r .S6
Z i.y ; i�✓r. liu,-, . 6 i
i � ��`��
�; �l N► 9��t �u = ,0`� / i
�
,:,x��. �-���, .►� I i
�;T wecn -Ny �, .�: �ooG �NtHGa r7Fn � � - .O L ._,,�
�z " o.s.L3, .blo � iE1'f Fiu�► , L f
,z K I �`� i AS��i.rl..T ,�r.� ,4 4
�/y R���e 3.-rl 1
� ��y " O S 8 '�a�o
��'' �'i/.�F,r/�,�sr (� . oo � Zo ,. �.vt.4t�rlay Sv, oa
i.rr. F/GM .(,f t S/y '' 6 y�s�M .S�
Z6 . 59 ��✓� Fi�� •�I
Sz, ss
I
Sep-26-97 09 : 51A THE LUTZ COMPANY 612 929 4309 P _ O1
L,�.'..:: ..
�/'� A Dryvit Tt�:� L��� �C{�.��..���-;-;,,,
EtM■- - Exterior Siding ssz� Cambridg�: �«s�=t
� System St. Lo��s �ark, MN 55416
612 929-G309
Codes, physlcal propertfes and testing of ihe Sprint system �
% -�'*���CODE APPROVALS(Combustllile'Conatruc nj POLYISOCYANURATE IPISULATION
Agency Report Number Date (PF{Y;ICA.L PROrERTIES)
IC60 4b63 Gec6mber. 1493 Value
6r�A 9a-3 Oc1oGer, 19>4 Property Test Method Thick. Celotex Atlas
Thtyrr7�Gl RElSistc]nCe r1;iTh^C51 8 513' � .�� ; —
SSCCf 9515 Noverr�Gr�r, 1995 ;!� �5=f r,"sa�-� :ra" � 2 4 7
�ti'�etropolitqn pode 93 1112.4(92) P�tay 20. 1�3 Tern�e;rcture� 1' - 5 6 6 2
County,Ronda 1 1/2' - 9.4 9.3
.�'. - i L Z 12 4
State of Wsc:onsin 900052-1 August 2�,1990
C�nsiry A.;TM U1b22 2 PCF(P�om�nc�lj hAin.
'$print;ystem utiiizin�Celotex 7hermax 6��ik-R.
CGrnprEsStve F,:i PA D I G?1 20 PSI Min.
Ste�x3ih ITniCkn@SS
._�:':�=5:::� . :. `"�'kt DRYVIT S?R{NT�SYSTEM Direct�or.�
S2esults Woter'vn�r ASTtv!c95 1 7 P�>rni lnch tilin
Test Test Method Celotex Atlos Tronsrni�s;i�:�r� (��siccc:nt Meir����71
STiuCiurpl P.SiM E330 PJegotive AUheSive Surt�ce Buming RSTti" EBd F;r�r'ne SUi�cxJ
�vb'ind LODUd1 (WCYJO'rrqm�n� witti 150 PSF-AVG ppplirahnn i�horr�r_tarisiirs •=7�AtOx
rdhe>ive-UI!im�t�� Positive not —
165 PSF-AVG opprov� Smoke Geveiopecf
(Stael Framing with Negative N�othre < d�0 f��1ox.
MeGhqnical 50 PSF•AVG 60 PSF-AVG"
FU�teners-U�timotEj POsitiv� PUsi'ive ,
t�0 PSF-,4vG 18U PSF•AvG' DRYVIT,�COATINGS ::�.'s-; : ` , .
Woter ASTr:4 E331 PJO•,vctP,r No water ,r�;r i?-�,;LTS;��
�enetrotion pen�iration penetr�tior�,• Tesi Test Method Resulis
T�r�;,de B7nd ASTDA C''9i 38 FSI-P,VG 36 PSI-AVG �'��JUra1' t+;T`a' °.1 I r 300 1+Gurs—N!]
(Dryvii COOhnc�S 10 Rr:�iSt<;nrt? cie!�tern,�aS�!7�rt5
�nsulr�tior.) ACCeI�rC�teq r+ST�4 G13 ond 2000 Hpu�s—Pdp
Tensile BOnd attec ASTM C297 :9 PSl•AVG 4L PSI-AVG Weathering AiTM G53 detenorcTion
fr�-@�a-Th0'�� (OryvliCUdTin95'p Ff�:�-ThrJw 1(lC".yCIeS NO'JZIP1afIQI�SEffec:iS �
insulat�onJ
AbrasiOn ReSisianr_e A:,;'A4 G9h9 50U Lite�;—NO
Impor_t EIhAG.Tesf Stor,dord delei?r:o�.:s ef!ecis
i0i.R6:
COmpressinn .4;1M a?2 22i0 P.>I•AVERA.CGE
•Wmalt (Bose Coat�
Reinforcing P�1esh :0 IN-LBS. 18 IN-�BS.
•Wm Stondnrd"
Reinion�ing Me�h 48�N•LBS. 28 IFJ-LBS. Surface 6uming r'.ST�:1 E84
•Wirr,S�ondord Pius'" Charactenst,�s Flame Smoke „ , 1�
Reintorcing Me,h 60 IN-LBS 37 IN-LBS Spreatl Developed �%v
•Sprini BrJse[)N 0 0 � `
•Wtth Iniermediate'' •;pnnt B,�se��le� 1(3 I 0 ��
REirlfUrCnlg Mesn 156 iN-�a:�. 5a ira-�e�. •SpcinT l(]G 15 lU
•�'1rth Panzer°2U& •Sprint 2QQ 15 10
antl S'andacd ._ �Spr�nt 300 15 10
Reintaa�g Mesn 224 IPJ-LBS 145 IN-LBS. �Spnnr aU0 15 i 0
'�h�ptar ReStslGnre .45T�✓1 D22u7 NO d@I�iBcirus NU Woter Vc��.x�r AS�M e46 15 G�:aln,rHUFtz
effeCfs C1NleteriOUS Trcnsmi.s.;ic�r� (�'Jater!��Erhod
� 2(iBCtS• Pr.�Ca;7u�L''B") �,
`peterr7'�inC,ci by on��l'�SiS. �1
WARRANTY Al! Dryvit products are designed to be virtualh� mainte- �
Dryvit offers a five-year limited worranty on Dryv`rt nance free. However, �s with c�ll building producls,
materials. Contact Dryvit Systems, Inc. for. depending on location, some cleaning may be re- ^
furfher details. auired, See Dryvit pu'olicatipn DS l 52 on claaning ond �>
�� � �� recoatiny, �
Dryvit Systems. IfIC. _ _ UJ�rtrnr�nn rnn!niread RI it1i5 b�OChufS('�n�rrma Y�'��x c�r.nnnr;;;;�y� _,_
One Energy Way �
P.O. BGx 1 i�1 G ��
wes�worwick, Ri 02893 �t`.�' � Post-itr Fax Nata 7671 Oatu - pafles►
b00 55e-7752 To From " - • J
s�>>.e2�_at�� NCHI w ��F� :� �. : - r,,, �,
,'�,�ry�ni SYStemS, lnc. I'� Ca.1Dep� ` '�f?G Co �;,_ � r V�' 1'�
Pnntad in U.S.A 12•�i5-30M R9:1 1�0-95 �t
Phone�t < Phone a (�. G ��'
/ L.
Fax# Fax N
J't1oN 3�. • •
9= ICBO Evaluatlon Service Inc.
�P �
iy UWIPOW T � �
� �� � 5360 WORKMAN MILL ROAD • WHITT�R, CALIFORNIA 90601-2299
��oa5� A subsidtary corporation of rhe International Conference of Building Officials
n
EVALUATION REPORT . eR-4sss
Copyright m 1997 ICBO Evaluation Service, Inc. Reissued February 1, 1997
Filing Category: EXTERIOR COATINGS (060)
DRYVIT SPRINT�EXTERIOR INSULATION AND FINISH SYSTEM 2. Wood screws are minimum No.8 corrosion resistant and have
DRYVIT SYSTEMS,INC. sufficient length to penetrate the framing a minimum of 3/4 inch.
ONE ENERGY WAY 2.2.3.3 Masoory: Masonry anchors are No. 10 minimum and are
WEST WARWICK,RHODE ISLAND 02893 corrosion resistant.Minimum 3/g-inch-diameter head with sufficient
1.0 SUBJECT leogth to penetrate the substrate at least 1 inch is required.Tapco❑
Dryvit Sprint�Exterior Insulation and Finish System. manufactured by[TW Buildex is a typical masonry anchor.
2.2.3.4 Light-gage Steel Framing: Screws are minimum No. 8
2.0 DESCRIPTION seff-drilling and corrosion resistant with sufficient length to pene-
2.1 General: trate the framing a minimum of 3/g inch.
The Dryvit Sprint exterior insulation and finish system is a six-com- 2•2•4 Reinforcing liesh:The Dryvit Sprint reinforciag mesh is an
ponent system applied to exterior walls of wood or steel framing, open-weave glass-fiber mesh treated for alkali resistance and weigh-
concrete orconcrete masonry,water-resistant core gypsum sheath- �ng approximately 4.3 ounces per square yard with a 12 by 6 thread
ing board complying with ASTM C 79 and wood-based sheathing count. It is available in 38-inch by 150-foot rolls. Other reinforcing
complying as Exterior or Exposure 1 grade, as noted in NER-108. mesh types such as Standard Plus,Intermediate,Panzer or Corner
The six components coasist of an adhesive, polyisocyanurate Mesh may be used where supplementary impact resistance is
insulation,mechanical fasteners,reiuforcing mesh,a base coat and required,in accordance with the manufacturer's mstructions.
a finish coat. 2.2.5 Base Coat The Dryvit Sprint base coat is available in a dry or
2.2 Materials: wet mix.The dry mi�is a polymer-modified portland cement plaster
product mixed at the jobsite with water at the rate of one gallon to
2.2.1 Adhesive: 40 pounds of dry mix to produce the base coat.The wet mix is a fiber-
1. Dryvit Sprint adhesive is a fully-formulated water-based acrylic reinforced acrylic-based product mixed at the jobsite with Type[or
copolymer that bonds Thermax Quik-R insulation to unpainted II portland cement complying with UBC Standard 17-2 at a ratio of
Exterior or Exposure 1 grade wood-based sheathing,water-re- 1:1 by weig6t to produce the base coat.The dry mix has a shelf life
sistant core gypsum sheathing and unpaiated masonry. The of one year and the wet mi�,two years when stored in a cool dry loca-
adhesive is tinted orange for product identification and has a tion.
shelf life of one year when stored in a cool dry location. 2Z.6 Finish Coat:The Dryvit Sprint finish coat is available in tex-
2. Dryvit AP adhesive is a moisture-cure urethane constructio❑ ture Types No.100 and No.200.The types are also known as Quarc-
adhesive which may be used in place of the Sprint adhesive.It put2 and Sandblast,respectively.It is 100 percent pure acrylic syn-
has a shelf life of one year when stored in a cool dry location. thetic plaster with the different textures differentiated by aggregate
2.2.2 lnsulation Board: The insulation board is Thermax Quik-R size and distribution.The�finish coat materials have a shelf life of two
Wall Insulation,a polisocyanurate manufactured by The Celotex Cor- years when stored at 40 F.
poratioa with glass fiber mat facers.The board has a nominal density 2.3 Installation:
of 2.0 pounds per cubic foot and is available in 5/8,3/4, 1, 11/2 and 2.3.1 General: The Dryvit Sprint system may be ad6esively
2 inch thicknesses. The 5/g- and 3/4-inch-thick boards are for attached or mechanically fas[ened to unpainted wood-based sheath-
application over solid sheathing only.At this density and for a maxi- ing,water-resistant core gypsum sheathing or unpainted masonry.
mum thickness of 2 inches,the board has a tlame-spread rating less The system must be mechanically attached to open wood and steel
than 75 and a smoke-density rating less than 450.The board is avail- stud framing a�d painted masonry. The system is installed only
able in 48 inch widths and 96, 108, 120 or 144 inch lengths. when a wall-surface temperature and ambient temperature of at least
2.2.3 Mechanical Fasteners: 40°F.can be maintained until the coating has cured.The base coat
must be applied within 14 days after installation of the insulation.
21.3.1 General:Mechanical fasteners attach the insulation to the
substrate and framiag.Washers are required with all nails,screws Z•3.2 Opea-wood Framing: Attachment to open-wood framing is
and anchors and must be approved by Dryvit Systems,Inc.A plastic limited to maximum 16 inches on cen[er studs.A weather-resistive
Quik-Cap washer supplied by Celotex or ULP-302 plate supplied by barrier complying with Section 1402.1 of the code is applied over the
Wind-Lock Corporation, 13/4 inches in diameter,are two approved studs.The insulation board is then applied over the barrier with the
washers. long dimension vertical and secured to the framing with mechanical
fasteners aod plastic washers described in Section 2.2.3.Spacing of
2.2.3.2 Wood-based Framing/Substrates: the fasteners is 12 inches on center along the perimeter and in the
1. Minimum 8d corrosion-resistant ring-shank nails having suffi- field to secure the insulation to the framing. Fasteners must peae-
cient length to penetrate the framing a minimum of 1 inch. trate the framing as described previously.All vertical and horizontal
Evaluation reports ofICBO Evaluation Service,lnc.,are issued solely to provide information to ClassA members of ICBO,utilizjng the code upon which the report
is based.Evaluation reporls are not to be conslrued as representing aesthetics or any other attributes not specifica/ly addressed nor as an endorsement or recommen-
dation for use ojthe subject report.
This report is based upon independent tesfs or other technical data submitted by the applicant.The lCBO Evaluation Service,Inc.,technieal staff has reviewed the
test results and/os other data,but does not possess test jacilities to make an independerit veriftcation.There is no warranty by ICBO Evalaation Service,Inc.,espress
or implied,as to any"Finding"or other matter in the report or as to any product covered by the report.This duclaimer includes,but is not[imited to,merchantability.
' Page 1 of 6
Page 2 of 6 ER-4663
board joints must be over the framing.Plastic washers with the fas- masonry described in Section 2.3.4.See Figure 1 for typical installa-
teners straddle the two boards at joints. The face of the washer tion details.
should be flush to a maximum of 1/16 inch beneath the surface of the 2,4 Control Joints:
insulation board.
Horizontal control joints are required at each tloor line i❑
The base coat is then trowel-applied uniformly over the insulation �,�d-framed construction.The joints must be installed as specified
board and the reinforcing mesh applied over the entire board surface by the architect,designer,builder or exterior coating manufacturer,
with minimum 21/2-inch side and end laps.The mesh is completely in that order.
embedded in the base coat and a smooth thickness of minimum i/16
inch is achieved.The base coat is then cured for a minimum of 24 2•5 Wind Design:
hours. 2.5.1 General:Allowable transverse wiad pressures based on sys-
The finish coat is then applied in the following manner: tems installed in accordance with this report,are set forth in this sec-
tion.Design of the wood and steel framing must also be considered.
2.3.2.1 Sprint 100:Applied to a thickness of the largest aggregate Maximum allowable det7ectio❑ of structural wall components is
in an open-textured pattern in regular or random style. 1/240 of span.
2.3.2.2 Sprint 200:Applied to a thickness of 11/2 times the aggre- 2.5.2 Wood Framing: When the system is applied to open-wood
gate thickness which produces a lightly textured,saud-like appear- framing or wood-based s6eathings on framing as described in Sec-
ance. tion 2.3,a positive wind pressure up to 40 pounds per square foot
2.3.3 Exterior Sheathings:The Dryvit Spnnt system can be applied and negative pressure up to 26 pounds per square foot is allowed.
to unpaioted wood-based sheathings and to minimum 1/z-inch-thick 2.5.3 Steel Framing:W6en the system is applied to minimum No.
water-resistant core gypsum sheathing. The sheathing must be 18 gage(0.0478)open-steel framing or solid sheathing on framing
installed in accordance with the code.The Sprint system may then as described in Section 2.3, a positive wind pressure up to 51
be mechanically attached as described in Sectioo 2.3.2 for wood pounds per square foot and negative pressure up to 26 pounds per
framing or adhesively attached as follows: square foot is allowed.
The adhesive is applied to the back side of the insulation board and 2.5.4 Concrete or Concrete Masonry:Allowable wi�d pressure for
spread over the entire surface with a U-notched trowel which pro- the system adhesively applied to concrete orconcrete masonry walls
duces a 1/4-inch-wide by 3/g-inch-deep notch every 11/2 inches.The as described in Section 2.3.4 is 26 pounds per square foot,positive
board is immediately pressed on to the substrate,slid into place and or negative.
set.In addition to the adhesive,a minimum of eight mechanical fas-
teners and washers as described in Sectio❑ 2.2.3 are required for 2•6 Identification:
each 48-inch-wide by 96-inch-long insulation board.The base coat, Each container or package of material used as part of the Drwit
reinforcing mesh,and finish coat are then applied as described for Sprint system bears the name and trademark of the manufacturer,
open-wood framing in Section 23.2. the name of the product and expiration date.All Thermax Quik-R wall
2.3.4 Unpainted Masonry: Application of the system over insulation boards are identified with the product name,manufactur-
unpainted concrete or concrete masonry is similar to adhesive er's name and/or trademark and the name and/or logo of Underwrit-
application over eaRerior sheathing as described in Section 2.3.3. ers Laboratories Inc.(NER-QA403),the quality control agency.
2.3.5 Open-steel Framing: Attachment to open-steel framing is 3.0 EVIDENCE SUBMII"fED
limited to minimum No. 18 gage(0.0478)studs at 16 inches on cen- Data showing compliance with Acceptance Criteria for Extenor
ter.A weather-resistive barrier complying with Section 1402.1 of the Insulation and Finish Systems(AC24)dated January 1993,product
code is applied over the studs.The insulatioo board is placed over brochures and installatiou instructions.
the weather-resistive barrier with the long dimension vertical and
attached with fasteners and pfastic washers described in Section 4.0 FINDINGS
2.2.3.The fastener spacing is 12 inches on center around the board That the Dryvit Sprint� Exterior Insulation and Finish System
penmeter and to each stud. Fasteners must penetrate studs and described in this report complies with the 1994 Unijorm Building
tracks a minimum of 3/g inch.The base coat,reinforcing mesh and Code'",subject to the following conditions:
finish coats are then applied in a fashion similar to application over
open-wood framing described in Section 2.3.2. 4.1 Construction is as set forth in Uus report and the manufac-
turer's instructions.
2.3.6 Painted Masonry:The insulation board is pfaced against the 4.2 Insulation board is separated from the building interior
cementitious surface and pilot holes drilled at 12 inches on center with a thermal barrier complying with Section 2602 of the
around the board perime[er and vertically,and 16 inches on center code.
horizontally. The board is the❑ fastened with minimum No. 10
masonry anchors with plastic washers as described in Section 2.2.3. 4.3 Installation is by applicators approved by Dryvit Systems,
Adequacy of fasteners in cementitious substrates is determined ��•
by a proof-load test program involving fastener withdrawal from the 4.4 Installarion is limited to exterior walls of Type V construc-
substrate in question.Testing must be conducted by an iadepeadent tion.
testing laboratory.The average withdrawal strength, in pounds per
square foot must be six times the design wind pressure for the loca- 4.5 Installation cards as shown in Exhibits A and B must be
tion in question. In no case is the system permitted in locations completed by the EIFS applicator and the sealant installer
requiring greater than a 26 psf design wind pressure. and presented to We building official at the completion of
each project.
A minimum of five tests per program are required, with results
varying no more than 15 percent from the average. A minimum of 4.6 Walls must be braced in accordance with Section 2326.11
10 tests per program may be provided regardless of variation from of the code.
the average. For masonry substrates, 40 percent of the tests must 4.7 The local buffding official may require a vapor barrier on
be run in masonry joints. the warm side of the insulation.
The applicator must provide the building official with a certificate 1996 Accumulative Supplement:This report is unaffected by the supple-
of compliance concerning test results relating to load requirements ment.
in this report.The base coat,reinforcing mesh and finish coats are
thea applied in a fashio❑ similar to application over unpainted This report is subject to re-exantination in two years.
Page 3 of 6 ER-4663
EX�iIBIT A
(EIF'S CONTRACTOR NAME)
Completion Date:
THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON TI-IE STRUCTiJRE LOCATED.AT THE
ADDRESS INDICATED BELOW:
CONFORMS
1'O(EIFS MANUFACTURER NAME)RECOMMENDED INSTALLATION PRAC'CICES AND SECTION(S) OF
ICBO ES,INC.,REPORT NO. .
Address of Structure: Froduct Component Names:
Adhesive(s)
Fastenecs(mech)
Base Coat
Reinforcing Fabric
Finish Coat(s)
INSTALLATION CONFORMS
A. Substrate Type and Tolerance
B. EIFS
1.Adhesive and/or Fasteners
2.Insulation
3.Reinforcing Fabric
4.Base Coat
5.Finish
C. The information entered above is offered in testimony that the EIFS installation conforms with
the EIFS manufacturer's installation methods and procedures,and the EtFS manufacturer's ES
report.
NOTE:An installation card shall be received from the Sealant Installer indicating that the sealant installation conforms with the EIFS
evaluadon report and sealant manufacturer's installation methods and procedures must accompany this declazation.
EIFS Contractor Company Name and Address:
Signature of responsible Officer:
Typed Name and Tide of Officer:
Telephone Number(-)
cc: Original: Building Department (Must be submitted with sealant installer declaradon.)
Copy: EIFS Manufacturer
Page 4 of 6 ER-4663
EXHIBIT B
(SEALANT INSTALLER NAME)
Completion Date:
THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR INSULATION AND FITTISH SYSTEM (EIFS)
INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW:
CONFORMS
TO (EIFS MANUFACTURER NAME) AND (SEALANT MANUFACTURER`S NAME) RECOMMENDED INSTALLATION
PRACTiCES AND SEC'TION(S) OF ICBO ES,INC.,REPORT NO. .
Address of Structure: Product Component Names:
Primer(s)
Sealers
Bond Breakers
Sealant Materials
INSTALLATION CONFORMS
A. Designer's requirements,details and instructions
B. Sealant manufacturer's details and requirements
C. Exterior insulation manufacture's requirements
D. The information entered above is offered in testimony that the Sealant installation conforms
with the sealant manufacturer's installation methods and procedures, and the EIFS
manufacturer's evaluation report.
Sealant Installer Company Name and Address:
Signature of responsible Officer:
Typed Name and Title of Officer:
Telephane Ivumber(—)
cc: Original: Building Department (Must be submitted with EIFS contractor declaration.)
Copies: EIFS Manufacturer
EIFS Contracror
Sealant Manufacturer
� Fn�G�c�os n�oC i.v
v
�eo wwscn e canr+ova+ �
utSs�,w��nStM[a�ro)
� 1�[nu/.n Dut-R AMS w5t fut �
NVGWED w44E1! ON Si1D NEPICII A�KtlfZON1qU ��.tRfC�l 17N1 W(-G BONA
� � �� � N
�+�+ o noa wui rn oi�n �
NNS�IpO1H 9ww-M=li' 0�� Sp0 9.QSiPAIE �
fRfi SMe�w- •=I p 0:.
i I�(pWYqlt-YNaLlA1qN �
I I a a
0 0
.sn+w�wwEa "�ie•oc e
raxv
° � • �' wc�aasrsme o
SO�F'N � P OC O ��p y O O
� Y OG�
0 � O ' '
� ilE�/�%OIM-VMil�11JN ;�� � MGVQJFOWA9EPlCOI�lOAON
p qE56fAN1 fAS1H1P(f W) �
h, �� ., o
� n�o .
NctX1vID ww9F(+ '�� �; ° vrancN KJNt ax-a BOrfD I
CO�(7lEIE � ` � �*-
[ � �
wSOwr uoa+ y N.U�w,w SPPN�l Vz •
0 AE�iOPOG�.E4�
+ 71fllMAlt OUf-A 11UAnON � • • •
� 7_4. 91R�fF OPICNN01
OCVNf fE�iC(N}JG K91 ivV.y �: OVIION NO.1
MPROVfD WA9F� j OfiYNt(�EKOGGN(i I.ES�
n�
SO}1V
COfx1090N FE56�ANL
- 716MM%CU(-Yl81AiICN u��� `
COIM709CN
K�iANI CASfd'BFAD
SUB3TRATES
WOOD FRAMING SOLID SUBSTRATE
�n��
������ �
iwr�ovwwtive�scorncsion ��Ru�aEsmve r—� �i}•.e�
r�sat,w�rwsnr�n ma)
cawA�e�F guN+t � I
0 O (wI1M/�vVl�orrx�lE � I WROIJG
n•oc m/'` o eoHo euu�w)
I OWM-CO�.VAIdf SFN.WI('MM
Q �� p MpIOPY�IEBOl�D
0 0 t0 u�fASCE OF E�EIN�� 1 ��
0 0 p 0 Gwfu9NG �
p O O 0 Mtnov[owsi�Rw��
. � p 0 p 0 0 wo0o SiwS � 7�6�.Mc ouc-u
� 0 p � qK_u I dmn��N�W r.E9� P&.uti0r+lW�D
p 0 O 0 nnt�i �oac�55[�.av �
� 0 y � � 9u.n iN91
O o, O�Ptro• oator+�nx I
� 0 y � sw+r en� 'x 7 4v+1�
0 p � �
� 0 0 � _ —nc�+�,wc eu�-�wui eeunroN Cp�{�T
. � ` 0 O I
i� O O O 1
0 0 � MbtJ K]� �.
. �r p 0 0
1`0 0
0 O � ,�m PEn�.E7FR '
OYVNI l%KO�OdG�49� Q p I O
COu11090N
�T-r7vV. pIf50ECQ.N17 PE561Mfi
�ND1'� CASNG°`�'D ROOF LEVEL/WOOD FRAMING
METAL PARAPET CAP FLASHIN(3 WALL PENETRATION
STEEL FRAMING
rn
. �
�
m
m
FIGURE 1—TYPICAL INSTALLATION DETAILS W
v
m
�
�
m
0
�
rn
�,�
,�„�
��
ffbAN90N Nt1W1600n
GG�W�F(IXfdp Ei6[MGCEYRFx
� ��k� Gl�2NG M1Fu'+O 9a.6
' —W»n M5E '_'�_' r--. ` I ' Wr�ni Cor.V��af SEv/�N�
� bA1MMV00PNAIE
� I' M�CO S1LOS BO'U BNFAIQfd
' 11lfM1�%011l-71 WN11dLAIU1/ I WOOO Sit05
I ---
�!� ___— �
a.io.i � �*+ov�o��tiva+smw+oso+ r 1 y — '`�� r� nEss��wsr�mv�
- / assu.n rwsiu�[nam� ,_
.. / � GAZlG SKiBA MD 9�.6 I
�,' `/ ' f ' /`` �
I `� �e 40oE SwM SYSRM FCa
��` I '; I owvn n['saao.c� ao6rn cal s+a-w xo I rosme rn,v.ut'.c:�wlu
r��J � Mo ORrNt Cown7HF SfAlnMl � I � �{'� Yott o•r�C'
� nOSFo Lul s+Oc-li oC0 MO r.N US Xxrt
1
pAYVIi C01,P�iHF 4HANt � -IXh'Nl RffOVC}G
_ +'1.fa _- — W Y!'JClfll WOOD SildS � .�'-G. � �ESH
I � �'
� \: 1
1 � Ex�FdOfl WOOD INM I�fGM�X OLM-P WALL NSAAIION �,':/ � _ ' ' SPft11 iN91
RIEI GUII N11N J i ' �' �� _ ': � -I
101��BafN4(� I
DOR1.JN.B MA 9w15 DVYVII 6`ENOVQ�C.4f5M �� SPf'11 MY
I � �
NOtE bl0 NOI N4AAlIpN � / �� �• � I�fGAM%GUt-G
qYA MD CD�INGS A � AOW10V[O WA9f11\GWPOAON � W.ul r&AAION
�u a ve• � r���un v,�tieeauarr�
� �
sxxa rraN
sw►n eis
NO�E 1 l@G1M OF YOPF 9Y11 IIOI fMQED 1(Y W E55 N'POOYFD EY tl7YNi SYSIFIQ NC.
DOOR HEAD/WOOD FRAME WINDOW JAMB/WOOD FRAME WINDOW SILL/WOOD FRAME
' CASED OPENINO AT ALCOVE AT 3LOPED SILL
FIGURE 1 TYPICAL INSTALLATION DETAILS--(Continued)
m
�
�
rn
rn
w
1�-��-1'�'�� �-��'�c�F'f�1 FF�iil�i BF'I_Ii=:E BF'Ehl Hi=iP�lE�_�, IhJ�:=. Tii 4�=�=�c1�=1 F� �=r?
4�Ar1 �Of1 �11C� HR�]`1 WQ'E5. I NG, To a4"'�"� r.�
ER-4883
. �A
, . �r OONI��AC�NA�
��,,,� 12I1/9� '�,
ti'KE F.X'�RI�R 1�lJE�►T1AL� A1+tD � �i'!F]d(F�8? �►u� Ol�i '[� S'[k�lC[VAB LACATF.�.AT TKE
ADDRlfi311'��TBD�,
�-�� -
SD�i1P�1►LAK�3F,�►CTVR�R I�A�(4 . W�'ALLI►���►C�i�s�2iD S'6CT10ts(S� �,..3--�
LC74��l.WC�,'Ri�?'Oirt►+O.�--�;y
�.�,.fa Ad'�
' ' Hdd�sy+►a�t,�c,�w+�: . I7GA1���•
A�e+i�(i).., M -----�--�-----
�a�+o�(+�++� �-
, r ias Co.r �-- �-
.,,,, „ ' .... �' � �.n 'v"�
A. l�tb�a'�pr�� ' �
B. ris�t �
1.AeRM�stv.ardtat FiMeMrt �
2.L►wlutiwn
3.�rteeeie��aie�e � �---- '
�.�ar�C�o�t ��
3,F�1� • �---�
C. 1'be Ie�tee�s�e��.r�!�be�e�Solrieed����+F1PB io�talL6na coata�wids
�e St���j�1L�i�w+�wd�a�dAoo�x�t.�d�8ff�mas�rfi�t�.AS
��
�wt�An fnawJ.cia+oud.i�il bw rreriwd�ao t!M l+�.Isrs iernt��me�Kt�t��eal�ae�ea eeniarm�+r���e F;lF5
a+�l�aiion tq�ort aed�Iwt mr�a[�c.�nf'4��aod paoo�s o�e a���ratas�iac,
s�r,..mrsrwrco�,P.a r�...a�ae.w: Go n roy 8 ro s. G o.
2��9 Hedberg Drive
M�nrietonka, MN 55305
.. �/ � / r � '��/ i�� :�; • �.
,�v,�; ' -L.- :G�-t;:/ �� C: ��:: "t.'"i::
z,�.a�ar � � �/
r,
�1�chael Canro� Vice Presiden�
1��ri�+e=� - ��
oa: 0�1r�1 i 1�ik�M1R� 04rK M i�MlltM M�M�lat i�to4Fa[drd.wti�n.)
�p� �t �eerns
TOTHL F'.�r�
DATE TIME
ITY OF ORONO CALLED IN
,NSPECTION NOTICE ��� / , � SCHEDULED `�'� `f-`r� d�'t'�`'
PERMIT NO. I "�� COMPLETED
ADDRESS 3`Z� � �=�� C-,r2c-c..�;
OWNER 5 i L,V 5 CONTR. 5���
TELEPHONE NO. `"� �I " �7`{I
� DESCRIPTION ����'v� 1 t—�•� C-- U -
L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q �INAL 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
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO MEET YOU:_YES_NO
Z
D COMM�jNTS:
� 'T'�o " J ,�c��. rc� � �
j � .
� � l � �� �1✓�L
�
� � � �'� �� �" � �
O � �
� �
W
� C.4�IJ'
Q
�
z
W
�
W
�
�
d ❑WORK SATISFACTORY:PROCEED u PFOJECT COMPLETE
W
� ❑ CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
OO �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WiLL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
C INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the ne t inspection 24 hours in advance.473-7357
OwnerlContr o ite:
Inspector. –
White Copyllnspector's File Canary CopylSite Notice
TE TIME
CITY OF ORONO CALLED IN � ��
INSPECTION NOTICE , , scHE�u�Eo �/ia�/��' � � ��r�
PERMIT NO. COMPLETED � _�
ADDRESS �a�
OWNER CONTR. �
TELEPHONE NO. '`� 7� -O 7`��
� DESCRIPTION ���,c,�rh�c/
ty� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WA�.$D. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 5 FI 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 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
w
�
�
J
O
�
�
� � ��
�
W
�
Q
�
Z
W
�
W
�
j
d
W ❑WORKSATISFACTORY:PROCEED C= PROJECTCOMPLETE
��ORRECT WORK&PROCEED f=', ISSUE CERTIFICATE OF OCCUPANCY
W
� CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
O
V PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL�NSPECTOR CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next insp ction 24 hours in advance.473-7357
OwnerlContracto ite:
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �z/i.�/5 �
INSPECTION NOTICE SCHEDULED /�7/�;/�� // � v �?
PERMIT NO. (<<'� COMPLETED _U__ rI
ADDRESS ��^3�
OWNER �1/�[',��� CONTR. -Fi
TELEPHONE NO. �I�i/ - ��`F 1
� DESCRIPTION
� 01 FOOTINO 11 MECHANICAL RI 18 EXCAV/GRADING/FiWNO
y 02 FRAMING 13 MECHANICAL FINAL 19 LAi�SHORE/WETLANDS
Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 5 FIN 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEM�SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
1Q 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 2$CEDAR SHINGLES 36 FOUNDATION REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMIV�ENTS:
� � � �
� �
� �0� [
0
�
�
� � � �
QJ t,+n � g e�^ �'. �„� � e �
z � P.�l� �� QS.
� �� e �� _ S �
W �IMn,� � � � � ��
�
�
d ❑WORK SATISFACTORY:PROCEED = PROJECT COMPLETE
W
� �CORRECT WORK 8 PROCEEO L. ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑ CORRECT WORK,CALL FOR REINSPECTION �TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. -, pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
_- CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContractor it :
Inspector.
White Copyllnspector's Fi e Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �� /��l�a
PERMIT N0. �/C Fc coMP�ErEo �l K�
ADDRESS -3��5� �Gt,Sw �T�`
OWN ER CONTR.
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTINO 11 MECHANICAL RI 18 EXCAV/GRADIN(�i/FIWNQ
y 02 FRAMING 13 MECHANICAL FINAL 19 LAF�SHOREJWETLANDS
p 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= O5 INAL-�,t1Gl� G"� � �4 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
� 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBINCa FINAL 28 CEDAR SHINGLES �FOUNOATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
W
a
�
�
O
a
�
O
�
W
�
Q
�
Z
W
�
W
�
�
� WORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
� L CORRECT WORK 8 PROCEED [-: ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
�NSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR -: CITATION ISSUED
� INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the nex i spection 24 hours in advance.473-7357
OwnerlContrac n s :
Inspector.
White Copyll�spector's File Canary CopylSite Notice
DAc,TE TIME
CITY OF ORONO CALLED IN �J / � � T_
INSPECTION NOTICE SCHEDULED 9-iv � /=.3C7
PERMIT NO. ����' COMPLETED
ADDRESS .�� 3 S �-��� �--�'�
OWNER �i��.. CONTR. .C�u-�-� �-e-�—
TELEPHONE NO. �l�- �y y �
� DESCRIPTION `�"t_t-�-<--' ��-�.-a�
W Ot FOOTING 11 MECHANICALRI 18EXCAV/GRADING/FIWNO
� 02 FRAMING 73 MECHANICAL FINAL 19 LAI�SHORE/WETIANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= O5 FINAL 14 SEWER HOOK-UP O6 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
W
�
�
�
O
a
�
O
�
W
�
Q
�
2
W
�
W
�
j
d �ORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
� ❑CORRECT WORK&PROCEED _= ISSUE CERTIFICATE OF OCCUPANCY
W
O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. -, pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR -CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContra n i :
�
Inspector. -
White Copyllnspector's File Canary CopylSite Notice