HomeMy WebLinkAbout1988-001130 - 3 seasonal porch . . . . rrvt 11 . .
�ERMIT
CITY OF ORONO PERMIT TYPE: �,�.�LD I h�#t�
1335 Brown Rd.South•P.O.BOX 66 Permit Number: �'''�- �-�`��
Crystal Bay, Minnesota 55323 Date Issued: �;;=f=`;"�=;;_`
(612)473-7357
SITE ADDRESS:
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DESCRIPTION:
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FEE SUMMARY: � r
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� CONTRACTOR: -- ����=�� ���}ft- -- I OWNER:
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CITY OF ORONO - BOILDING PERIKIT APPLICATION
Total Fee: $ , � / �� i Date Received: � y
��,
�� � Date Approved:
Permit#: `�_ Project#:
Building Permit Application Requirements:
1. Building permit application - to be filled out completely and signed
2. 2 sets of construction plans to include the following:
a) Floor plans ;
b) Footing and foundation plan;
c) Elevations (of all sides) ;
d) Wall sections and cross sections;
e) Details - stairs and any special connections.
3. Certificate of survey with location of existing and proposed
structures including hardcover calculations and grading and drainage
plans as required.
4. Energy calculations - form provided.
5. Septic report and design if required.
ABOVE INFORMATION MUST BE SIIBMITI'� IN FIILL BSFORE PI�AN REVIEW WILL B$ STARTED
--------------------------------------------------------------------------------
T� APPLICANT IS: (circle one) OWNER or ONTRACTOR�
JOB SITE ADDRESS: ��/�.5 Loh� L,c�KF J�LilD ZIP: ,SS3S�O
3s- t�fi - �;zZ c�v��
PROPERTY IDENTIFIGATION NO. : TJ�iAc�T r� ��'�� L�ti� .S�'��c�' /.3 J`j
(work)
NAME OF OWNffit S �G'N��D �U�l� PHONE: (home) y1,,3 - -Z�3S
IKAILING ADDRESS: f`16.5 �a�y LA-KE QLVo CITY: Lo� LA-KE ZZP: Ss,3s6
CONTRACTOR: I��/LDFRS d RF�oOF�E�� PHONE: 8z� -.r`/8/
MAILING ADDRESS: 3�� � �E'NNFP�N ,4 VE CITY: I''/Ot-S Z IP: SS 4�08
ARCHITECT: PHONE: ^
MAILING ADDRESS: CITY: �-- ZIP: ^
TYPE OF WORR: New Addition Accessory Structure �' Move
Demo Remodel/Alteration Renovate Land A3.teration
PROPOS� USE (describe in detail) : .3 ' S���aN�L 1�o1���f
STORIBS: SQ. FEET OF EACH FLOOR: �Yp 5a�r
AiO. OF BEDROOIrlS: � GARAGE STALI.S: ATT. — DET. ^
ESTIIrIAT� CONSTRDCTION VALOATIOA (excluding land) : $ 1 Z, �o
I hereby apply for a building permit and I acknowledge that the informatior
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 ]
understand this is not a permit and work is not to start without a permit; ani
� that the work will be in accordance with the approved plan.
� PLICANT'S S IGNATORE: �Pi �C.�w�Q� DATS: �- �7'��
� , (Please�i11 out the reverse side of this form)
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�X ��,-��,��h��ti �
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����, 4 �t � CITY of ORONO
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5 ;, �„r�,`,j��.;.>
?p ,"s� '� Post Office Box 66•Crystal Bay, Minnesota 55323•Municipal Offices
tl `� �'
j On the North Shore of Lake Minnetonka
1.
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DA,T�__�RI�ACY ADV�S_O_RY �'
In accordance with M.S. 15.165, "Rights of subjects of data", we �
would like to inform you that your request for a permit or license ,i�
from the City of Orono or any of its departments may require you to ,Yy�
furnish certain private or confidential information. ��
j�.i
You are notified that:
l. 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 locai , state or
federal agencies to the extent necessary to process the permit or
�.icense.
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. 15.165 to review private
data on yourself.
6. Your full name, and date of birth are required to process
this application or permit.
Sl��4N�" __ . _ _1'li��a�'L _ _ _ ._ ... .._ ._�3uRxS__ --- __�___ . �
First Middle Last
` .�z8- --. ..ON_Tf,�/o_ _._. . ...sT_...5-�•___ _.__ ___._-- .. _ _ . _.. .. ..... _ ._ ._
Address
,_ __ _ �v�P� l'`�,�j ssyi y
- -_. ---- _._..___ . _---- -� -
City State Zlp
3.3 i - �S-s�g .
Phone
I understan� ra?y rights as stated above.
._.. . . . .. _ _.. ... �._ _. _ . ..._.
__.__. .. ._- - .. __ __._. _._,. .
--_.._ . ..__. _. ___.. _
Signature
� BUILIIING&ZONING—473-7357 ADMlNISTRATiON�BINANCE—473-7358 � PUBLIC WORKS—473-7359
'� A3SESSING
" � + CHECR OFF LYST FOR ISSOANCB OF PffitMITS
FOR OFFICE USE ONLY
ADDR$SS OR LEGAL DBSCRIPTION: ��(.O � �on�L-,Q�� � �i�� �
TYPE OF WORR: � S��"�� f'D�c`-�}
ZONING REVIEW BY: �/�'��;�- DATS APPROVED: ��' � - ����
Zoning District: �� � L/4 Lot Area: � , �� �--e_ �
Fire Dept. : �,F�--, Width: 2-�X�� `� Depth: yQC��"�' }
�
Post Of f ice: 1 , �._. 1 Propose Setbacks: / i �
Front: SD� � R.Side: <��' '}'"'
Zoning File:# Rear: �' *- L.Side: �t- �
Council Approval Date: `— Adjacent Structures: _
r
t
Resolution # : — Lake: �`�� '� Wetland: .�O ;
.
Hardcover: Existing$: ��- �;� � �/d �� Proposed$: z- -�' : L/b ��
30`o ,C!-/�Lvw��
Grading: Staff Approval Date: No�� Council Approval Date: �—�
�
Septic: Staff Approval Date: ���--�`�� By: f � �
�� �r�r e� ��
BDILDING R$VIEW BY: �k�- DAT'$ APPROV$D: �'1 - f�c -�5s
OBC: �S� CONSTRDCTION TYPE: �-----
BI,DG SIZE: H. L. W. !
SAC CHARGB R�QOIR$D: Yes No
Sq. Footage: Estimated Construction Value l21(:b0
lst Floor x =
2nd F3.00r x =
x =
x =
Garage x =
TOTAL x =
���,
� Inspections Required: Work Requiring Separate Permits:
' Site Plumbing Grading/Filling
�; �QSF, 00ting Mechanical Fire
�; ��Framing Well Water Connection
�F Insulation Septic Sewer Connection
�� Wall Board Fireplace Other
F;iYti.
�'�' �,Final
Fireplace
�:; RSVI�W BY OTHERS: DATE:
Access: Existing New
Access Approval: ate By:
RffiKARICS TO BS NOTED ON PERMIT:
,.�.,� .�r.
� PY
ervice Inc �o
NO
CO
ICB� Evaluation S �
,
A subs�d;a�ycorporat;on ofrhe International Conference of Building Officials
EVALUATION REPORT Report No.PFC-3259
February, 1986
Filing Category:ROOF,WALL AND FLOOR PANELS—Sandwich Panels
NPW-I SANDWICH PANELS AND FR-I AND FR-II FOAM groove joints along longitudinal edges held in place with Cam-lock fasten-
ROOF PANELS ers at the third points.The embedded Cam-locks are engaged by a 5/�a-inch
ALUMAX BUILDING SPECIALTIES DIVISION Allen wrench to lock the panels together after erection.
POST OFFICE BOX 163 The core consists of foamed-in-place, 2.I-pounds-per-cubic-foot
, MESQUITE,TEXAS 75149 nominal-density, three-component, rigid polyurethane foam identified as
Autofroth 8232 Froth Foam system manufac[ured by Olin Chemicals.The
I. Subject: NPW-I Sandwich Panels and FR-I and FR-II Foam Roof foam has flame-spread and smoke-density ratings of 25 and 170, respec-
Panels. tively.
- 11.Descri tion:A.NPW-I Sandwich Panel: 1.General:The nonbear- The panels are used as structural roof systems for patio covers and are
P supported by extruded aluminum purlins and beams. The roof is to be
ing sandwich panels are for use as full-height filler and/or kneewall panels �ontinuous in the direction of slope between low and high points with no
with patio cover enclosures regulated by Chapter 49 of the Uniform Build- uansverse joints. The panels are confined ro structures permitted under
ing Code Appendix.The panels have a minimum overall thickness of 2 and Chapter 49 of the Uniform Building Code Appendix.
3 inches and can resist lateral wind loads of 25 pounds per square foot while
spanning 4 feet 0 inches horizontally between supporting patio mullions or See Figures Nos. 1 and 2 for additional details.
posts.The patio framing must be investigated for the required lateral load 2.FR•II Foam Roof Panel:Type FR-II foam roof panels are the same as
since it is not a part of this report.The panels may have the honeycomb core Type FR-I,except for a No. 18 gauge galvanized steel"hat-section"rein-
material or the interior facing increased in thickness to match deeper ex- forcing member embedded in the foam which forms a central spline along
truded aluminum sections. The thicker panels aze not assigned greater the longitudinal axis.
allowable lateral wind loads due to their increased thickness. 3. Allowable Panel Spans: Maximum allowable spans based on wind
2.Materials:The panels are composed of the following materials: loading,deflection and strength considerations are set forth in Table No.I.
Exterior Face—One-eighth-inch-thick, tempered prefinished hard- 4.Support:The support and attachment of the panels must be substanti-
board panels complying with a current evaluation report as a tempered ated by calculations submitted for building official approval.Metal fasten-
hardboard. Evaluation Reports Nos. 1300 and 2155 have acceptable �/s- ers are to be stainless steel.
inch tempered hardboard products,provided they are bonded to the honey- C.Identification:Each panel is identified with a permanent decal at one
comb core material with an approved adhesive as noted below. end bearing the name and address of the manufacturer,panel type,Evalua-
Interior Face—Prefinished�/a-to'/a-inch-thick lauan plywood comply- tion Report No.PFC-3259 and the quality control agency,Ramtech Labora-
ing with current Evaluation Report No. 2806 or a standard hardboazd tories,Inc.(NER-293).
complying with a current evaluahon report. The interior facings have a
Class[II flame-spread classification in accordance with Chapter 42 of the III. Evidence Submitted: Results of load tests, fire test, room corner
code. test,descriptive literature and quality control manual are submi[ted.
Core—"Hexcel"KP 3/a-80(0)EDF(double-faced)honeycomb of vari-
ous thicknesses to prQvide an overall panel thickness of 2 inches minimum, Findings
or KP-1-80(0)EDF(double-faced)honeycomb of various thicknesses to IV. Findings: That NPWI Sandwich Panels and FR-I and FR-II
provide an overall panel thickness of 3 inches minimum.The honeycomb Foam Roof Panels are an alternate method of construction to the 1985
continuous ribbon is perpendicular to the direction of the span. As an Uniform Building Code,subject to the following conditions:
alternate, Celotex Cotporation Thermax Insulation Board, plain factory
finish,complying with Evaluation Report No.2332. 1. The wall and roof panels are for use only with patio covers
Adhesive—The facings are bonded to the honeycomb core material with regulated by Chapter 49 of the appendiz to the code.
a phenol-resorcinol adhesive conforming with U.B.C.Standard No.25-19. 2. The NPW-I wall panels are fabricated in the Alumax Aluminum
As alternates,the proponent's HC-2 adhesive or"P.W-A."adhesive com- Corporation,Bmlding Specialties Divisfon Plants at 49047 Mil-
plying with the Acceptance Criteria for Sandwich Panel Adhesives as a Type mont Street,Fremont,California,and 14113 East 183rd Street,
I,Class 2,adhesive,may be used. Cerritos,California.
3. Instaliation: All panel edges are protected from the weather with 3. The FR-I and FR-II roof panels are fabricated in the Alumax
aluminum extrasions or metal flashings. All joints between panels and Aluminum Corporation,Building Specialties Divtsion Plant at
• extrusions,between extrusions at heads,sills and/or jambs on the exterior 2754 Creek Hill Road,Leola,Pennsylvania.
- side of the enclosure are ro be made weathertight with suitable caulking 4. Panel fabrication and installation comply with this report and
material. the manufacturer's instructions.
B.FR-I and FR-II Foam Roof Panels: 1.FR-I Foam Roof Panel:Type 5. The panels' connections to the supporting structure must be
FR-I foam roof panel is a factory-assembled, 3-inch nominal thickness, designed and calculations submitted to the building official for
metal-faced sandwich panel with a foam plastic core,available in standard approval for each project.
widths of 24 inches and in various lengths up to 18 feet. 6. The remaining portions of the structure are designed and con-
Panel facings are No.30 gauge galvanized steel conforming to ASTM A structed in accordance with the code.
527,Grade A. The facings have a G-90 hot-dipped galvanized coating in
accordance with ASTM A 525.Adjacent panels interlock with tongue-and- This report is subject to re-examination in two years.
Evaluation reports of ICBO Evaluation Service,Inc.,are issued solely to provide information to Class A members of ICBO,utilizing the code upon
� which the report is based.Evaluation reports are not to be construed as representing aesthetics or any other altributes not specrfically addressed nor as
an endorseneent or recommendation for use of the subject report.
This report is based upon independent tesls or other technical data submitled by the applicant.The ICBO Evaluatinn Service,I ne.,technical stajjhas
reviewed the test results and/or other data, but does not pnssess test facilities to make an independent verification. There is no warranty by/CBO
' F.valuateon Service, fnc., express or implied, as lo any "Finding" or other matter in the report or as to any product covered by 1he report. This
disclaimer ine[udes,but is not limited to,merchantabelity.
Page 1 of 2
Page 2 of 2 Report No.PFC-3259
TABLE NO.I—ALLOWi4BLE ROOF SPANS �
FOR FA-1 AND FR-il FOAM ROOF PANELS�
SUPERIMPOSED MA7(IMUM AILOWABLE SPANS�
LIVE LOAD�
(�bsJSq.Ft.) FR-I PrnN FR-II P�nN
10 12,�g„ �4,_��„
20 9'-0" 10'- 7"
30 7'-4" 8'- 7"
�1'he roof panels are to be sloped to prevent ponding of water in accordance with Section
2305(�o(the Uniform Building Code.
zLoads in excess of 10 pounds per square foot are classified as snow loads.
3The panels are confirred to swctures permitted solely under Chapter 49 of the Unitorm
Building Code Appendix.Instapation is limited to locations with a basic wind speed not
excceding 90 miles per hour and to structures less than 12 feet high.
METAL SKIN CAM-LOCK
•; ••» • i FOAM
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FOAM METAL SKIN
FIGURE N0.1-TYPICA�SIDE JOINT
TOP
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BOTTOM
24"
FI(3URE NO.2
_ � -.
ICBO Eval uation Service, i nc .
Asubs�d�aryco�po�ar�onofrhe International Conference of Building Officials
Report No.3421 P
EVALUATION REPORT November, 1985
Filing Category:MISCELLANEOUS STRUCTURES
PATIO COVER ENCLOSURE A summary of the plans and design loads is shown in Table No.I.
PATIO CONCEPTS,INC. Identification: A decal or identifying tag shall be installed on each '
3�1�i'EST BLUERIDGE AVENUE enclosure.The decal shall bear the name of the manufacturer,report num-
ORAtiGE,CALIFORNIA 92665 ber,design live load,horizontal wind load and wind uplift force.
I.Subject:Patio Cover Enclosure. IIt.Evidence Submitted;Calculations and plans have been submitted.
II. Description:The patio cover enclosures are to enclose an attached Flndin S
patio cover complying with Chapter 49 of the appendix ro the code. The g
patio cover must be one currently recognized in an ICBO evaluation report IV.Findings:That the Patio Cover Enclosures comply with the 1982
to resist lateral wind forces applied to the structure assuming it is fully Uniform Building Code,pro"vided they are installed in accordance with
enclosed.The patio cover for nonbearing systems,as shown in the plans, plans that are included with this report.
must be designed to resist lateral wind and supporting vertical loads and be
submitted to the local building official for approval. This report is subject to re-examination in two years.
TABLE NO.I
DE81ON LOADS(PsQ
ENCLOSURE PHRMITTED�
fioot Liw Moriz. Wlntl (Bu�d on MorizontN
DRAWING 1�. a(Sirow) YVI� Uplltt Wlnd Gleul�tloru)
7.5
1945 10 10 and May be paztially enclosed2
10
1946 10 10 10 Mansard attachment
1947 Parts Details for Drawing No. 1948
10 10 10 May be partiatly enclosedz
1948 (20)&(30) 10 10 May be partially enclosed2
20&30 15&20 18.75 May be fully enclosed
SR-I
10 10 10 May be partially enclosed2
SR-2
�No enclosure herein listed shall be permitted to be used for cerport,garage,storage or habitable room.
zPatio cover enclosures designed(or a]0-pound-per-square-toot horimntal wind load are required to have one long wall and one additional wall with
openings equal to at least 65 percent of the area below a minimum of 6 fat 8 inches of each wall measurcd from the floor.The rcquired openings may
be enclosed with insxt screening and/or readily rcmovable transparcnt or vanalucent plastic nd mwe than 0.125;nch in thickness.
(Corncted ApN1,1986) /
- Evaluution nports of ICBO Evaluation Service,Inc.,are issued solely to provide information to Class A members of ICBO,utiliiieg the code upon
( which�he report is based.Evaluation reports are not to be construed as representing aesthetics or any o�her attributes nol specifically addresstd no►as
`-.i an endorsement or recommendation for use of the subject report.
� This report is based upon independen/tests or other technica!dnta submitted by the applicanl.The/CBO Eva(uation Service,/nc.,technrcal stafjhas
rei•iex•ed�he test resu/ts and/or olher data, but does no1 possess test faci/ities�o make an indeperrdenJ verificalion. There is no warranly by tCBO
E�•aluation Servrce,Inc., express or implied,as to any "FindrnR"or other maner in Ihe reporJ or as to any produet covered by the reporl. Thrs
disclaimer includes,but is nol limited�o,merchantabi[ity.
Page 1 Of 1
� � DA TIME
CITY OF ORONO CALLED IN ���� /
INSPECTION NOTICE SCHEDULED � � � (��•��_
PERMIT NO. �c3� COMPLETED �' �6 -�� I =�D
ADDRESS ` �w� �(J'� � ,�/(�� .
OWN ER CONTR.
TELEPHONE NO. _ �� '7-Sy8'/ �� 5
/� FOOTING ����PLUMBING RI ❑ SITE INSPECTION
�a�FRAMING PLUMBING FINAL ❑ EXCAV./GRADING/FILLING
� ❑ INSULATION O MECHANICAL O LAKESHORE/WETLANDS
� ❑ WALL BD. ��y-�N/ ❑ WATER HOOKUP ❑ LICENSING
� ❑ FINAL v C(��t�ETER SET/TURN ON ❑ COMPLAINT
Q ❑ PROGRESS ❑ SEWER HOOKUP ❑ FOLLOW-UP
� ❑ DEMOL. ❑ SEPTIC INSTALL. ❑ SEPTIC FINAL
Q ❑ FIRE PREV. � SEPTIC MAINT. ❑ FIREPLACE/WOOD BURNER
Z ❑ WELL TEST PUMP ❑
Q COMME�TS:
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CITY OF ORONO ' CALLED IN '`7'o/ `Y. � �
INSPECTION NOTICE SCHEDULED - �0��
PERMIT N0. I �3� co P�ETEo � � i�_ R �
ADDRESS I`-t S� G•..0 � U
OWNER �-u� CONTR.�IC�►'S �. ICei't�1 4�2 �S
TELEPHONE NO.`'� 7�-7/3 S� G r �a-7 �`� � ��
�: FOOTING ❑ PLUMBING RI ❑ FIRE PREV.
�.
� ❑ FRAMING ❑ PLUMBING FINAL ❑ FIRE SUPRESSION SYS.
� C INSULATION ❑ MECHANICAL RI ❑ EXCAWGRADINGIFILLING
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� `j� FINAL ❑ FIREPLACEIWOOD BURNER ❑TREE REMOVAL
Q �C DEMO—SITE ❑ WATER HOOK-UP ❑ KENNEL LICENSE
� ❑ DEMO—FINAL ❑ METER SETfTURN ON ❑ SITE INSPECTION
v ❑ SEWER HOOK•UP ❑ PROGRESS
_ ❑SEPTIC MAINT. O COMPLAINT
v ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
Z ❑ SEPTIC FINAL
O ❑ SITE WELL
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� COMMENTS:
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�W WORK SATISFACTORY:PROCEED ❑ PHOTO TAKEN
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p C CORRECT WORK,CALL FOR REINSPECTION C ISSUE CERTIFICATE OF OCCUPANCY
V BEFORE COVERING TEMPORARY
C CORRECT UNSAFE CONDITION WITHIN HOURS. PERMANENT
INSPECTOR WILL RETURN
Cl STOP ORDER POSTED.CALL INSPECTOR
C, INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor on site:
Inspector. '��� � � � � ���-_ ,�
White Copyllnspector's File Canary CopylSite Notice
Certificate of Survey
for Builders & Remodelers , Inc .
of Tract A, R.L. S . # 1379
Hennepin County, Minnesota
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I hereby certify that this i.s a true and correct �
representation of a survey of. the boundaries of
•. � Re istered Land Sur_vey No. 1379 , files O
� Tract 1�, g
�+ 'ydy�- • of_ Registrar of Titles , County of Hennepin , and
the location of an existing house and proposed
addition thereon . It does not purport to show ^
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any other improvements or encroachments . �
COFFIN & GRONBERG , INC. �
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L.,ON G N�ar S . Gronberg Mn. L�c . No. I 2%5 5
Engineers , Land Surveyors , Planners
Long Lake , Minnesota
LAKE
Date . 8-1 -88 �,,..�,__..��...�- -
Scale: 1" = 50 ' � � ~
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