HomeMy WebLinkAbout2002-P05797 - foundation only • PERMIT
CITY OF O RO N O Permit Number:
2750 Kelley Parkway- PO Box 66 P05797
Crystal Bay, Minnesota 55323 Permit Type: Accessory structures
(952) 249-4600 Date Issued: 11/19/2002
SITE ADDRESS: 645 Tonkawa Rd
Long Lake,MN 55356
PID: 05-117-23-33-0019
DESCRIPTION: UBC Occupancy B
Proposed Use: Other Construction Type VN
Permit Class: Building Census Code O/S-Building
Permit Type: Accessory Structures Permit Sub-type(s): Foundation Only
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 492.25 Valuation: $ 35,000.00
Plan Review Fee: $ 319.98
State Surcharge Fee: $ 18.00
TOTAL FEE: $ 830.23
APPLICANT: Engler Construction Co. OWNER: Temple Isreal Of Minneapolis
7515 Wayzata Blvd. 645 Tonkawa Rd
Minneapolis,MN 55426 Long Lake MN 55356
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
MINNESOZBUG CODE REQUIREMENTS.
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AP LICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Conies: 1-File(Sienitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessing, 1-Finance Page I
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Total Fee: $ '�30. a 3 Date Received: 1a-3/-02—
Entered By: Vii_ Permit#: 7
cox ^v CITY OF ORONO - BUILDING PERMIT APPLICATION
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All information must be submitted in full before plan review will be started.
(please print all information)
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THE APPLICANT IS: (circle one) OWNER O ONTRACTO
JOB SITE ADDRESS: 7MI FAWit ZIP:
NAME OF OWNER: 1/��i� /S� L.►� H E: (home)
23 6i'�IICrI/�I�/IF
(work) 41Z,.. '7 .ozj=,/
MAILING ADDRESS:
CITY: K�1PK. ZIP: if ds
CONTRACTOR: DIPI610 40"r PHONE: qM--92.9-7&AP33
CONTACT PERSON: AcAo 1 &WO C90.. MO ILE/PAGER(.IZ-720-5q0 0
MAILING ADDRESS:'151 S WA41TA d rbL.0ITY: Ik'ts. ZIP:
STATE LICENSE: #_ n///-, lo.
ARCHITECT/ENGINEER: RCLT PHONE: &r100 -A7-+.fff 3/
MAILING ADDRESS: T $►; P.• ST• CITY:Sr. P2 0I ZIP: "10/
NAME: C4/P CIA REGISTRATION# (i 345'3
TYPE OF WORK: New Addition JC Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detail):0r*+,S fW-m/'r' ryx F'&*In*4?x V p Our
STORIES: Z SQ. FEET OF EACH FLOOR: 3 5 2-
NO. OF BEDROOMS: m GARAGE STALLS: ATT. 0 DET.O
rf"0,0 i-nor,--nor,- ,�,�•
pet eNn"-
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EST IM TED CONSTRUCTION VALUATION (excluding land): $ �,0,00 �000 �,,,,,A
Foo rog (14
I hereby apply for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City and with
the State Building Code; that I understand this is not a permit and work is not to start without a
permit; and that the work will be in accordance with the approved plan.
APPLICANT'S SIGNATURE: DATE: *04041 O'L..
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.
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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 13.52, subdivision 5, to a law
enforcement officer.
The commissioner of revenue may place the notice required 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,including 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 �w Last
SMA TA J✓� •
Address
1I ! !A/ SS'�tG G(2-72o•SVWJ
City State Zip Phone
I understand my rights a d above.
Signature
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• CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: CaL•� S Tq�)���
PID:
DESCRIPTION OF WORK: T /
------------------------------------------------ --------------------------------1---------------------------------� /.
ZONING REVIEW BY: IZEL DATE APPROVED: I 1- t z-u-z-
BUILDING
BUILDING REVIEW BY: ,� DATE APPROVED: i t - t Z •oZ
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes �A10
PLAN REVIEW Yes ;/ 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)
-----------------------------------------------------------------------------------------------------� r--------------------
ZONING CHECK LIST Zoning District: O. I< k FOOT t N� A-e W -t�-A1V,6A n YU OAJU--�
Fire Department: Post Office: S hool District:
Lot Area: Sq.ft. Acres Width Depth
Survey Submitted: Yes No Date of S rvey:
Proposed Setbacks:
Front (Lake): Right Side:
Rear (Street): Left Side:
Adjacent Structures: Wetland:
Building Height: Def. Hgt. Peak Hgt.
Lot Coverage:
Grading: Staff Approval Date: By: ouncil Approval Date:
Septic: Staff Approval Date: By:
Zoning File: # Resolution: # Resolutio Date:
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 f Council Approval:
REMARKS (in house):
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BUILDING REVIEW CHECK LIST
UBC: 0 CONSTRUCTION TYPE: \11\J
Sq Footage $Per Sq Ftg
Basement x =
1st Floor x =
2nd Floor x =
Garage x =
x =
TOTAL
Estimated Construction Value: $ X35,o00
Inspections Required: Work Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal Mechanical Water Connection
_�CFooting Septic Sewer Connection
Framing Fireplace Lawn Irrigation
Insulation (Masonry) Other
Wall Board (Mfg.) Well(State Permit)
Final Grading/Filling Electrical(State Permit)
Other
REMARKS(IN HOUSE):
-------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
REMARKS (TO BE NOTED ON PERMIT):
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�?DATE TIME /
CITY OF ORONO �Gj CALLED IN `&. y
INSPECTION NOTICE !! SCHEDULED 2
PERMIT NO. QQ= COMPLETED
ADDRESS bq,5 )?)a t-- a L,12Te C
OWNER CONTR. ' l
TELEPHONE NO. ( 7
DESCRIPTION C%U ' t(^C` -,S C ✓1
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q02 FRAMING i 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04�Fl DA 12 WATER HOOK-UP 17 SITE INSPECTION
05 j c,1 14SEWER HOOK-UP 06 PROGRESS
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
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES O
COMMENTS:
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4j WORK SATISFACTORY:PROCEED ElPROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
00 BEFORE COVERING
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. (952) 249-4600
Owner/Contractor on site;
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
STRUCTURAL NOTES
These notes are provided for typical conditions. See plans and details for specific requirements in other areas.
EXISTING CONDITIONS
Verify all dimensions, elevations, and detail of existing structure where they affect this construction.
Notify engineer if there are any deviations from the contract documents.
COORDINATION - ARCHITECTURAL,
MECHANICAL AND ELECTRICAL ITEMS
Verify all depressions, dimensions, elevations, openings, equipment supports, and details and coordinate by reference to
architectural, mechanical and electrical drawings.
OPENINGS
Verify size and location of all openings with architectural, mechanical and electrical drawings.
Place openings in floor and roof not shown on drawings between structural members. Notify Structural Engineer before
openings larger than 12" in any dimension are added.
Obtain prior approval from Structural Engineer before making any openings through structural members if the openings
are not shown on the drawings.
DESIGN CODES AND STANDARDS
Minnesota State Building Code (MSBC) (1998)
Uniform Building Code (1997) - As amended by the Minnesota Building Code
American Concrete Institute - Building Code Requirements for Reinforced Concrete (ACI -318-95)
American forest and Paper - National Design Specification for Wood Construction -1991 Edition
DESIGN STRESSES
Reinforcing Steel (Fy) = 60,000 psi (A615 -96a, Grade 60)
Concrete (fc) Compressive strength in 28 days:
= 3,500 psi for interior slab on grade
= 3,000 psi for footings, and masonry core fill
Masonry (fm) Prism Strength in 28 Days
=1,500 psi unless noted
DESIGN LiVE LOADS
Roof Snow Load Parameters = Ground Snow Load = 57 psf
Snow Exposure Coefficient (Ce) =0.7
Occupancy Importance Factor =1.0
Snow Drift Loads in accordance with UBC Appendix Chapter 16 as modified by the
MSBC.
Typical Floors = 50 psf
Stairs and corridors =100 psf
Stair Treads = 300 # concentrated load
Basic Wind Load Parameters Exposure B
Wind speed 80 MPH
Importance factor 1.0
Stagnation pressure 17 psf
Lateral Soil Equivalent
Fluid Pressure = 50 pcf
TEMPORARY BRACING
Provide temporary bracing for all walls until they are of adequate design strength and are properly anchored in final form.
SOIL BEARING DESIGN VALUE
An assumed soil bearing value of 2000 psf is used in the foundation design.
BACKFILLING
Do not backfill or compact earth against walls retaining earth until supporting slabs have reached 75% of the r design
strength or adequate bracing is in place. Provide bracing designed and certified by an Engineer licensed in the state in
which the project is located. Submit design and calculations to Structural Engineer for review only,
Backfill evenly on both sides of foundation walls to prevent overturning or lateral wall movement.
SHORING
Provide temporary shoring for existing construction until new construction is in place and properly anchored in final form.
CONCRETE REINFORCING GENERAL
Provide standard hooks where hook lengths are not specified.
CONCRETE COVER ON REINFORCING
Footings = 3" clear bottom and sides
= 2" clear top
Slab on Grade and
Topping Slab = Place reinforcing in upper third of slab•
Masonry Walls =112" from inside face of cell if not centered in cell
FOOTINGS
For wall footings, provide 32 bar dia. lap at reinforcing splices and full crossing lap at intersections. -
Unless otherwise noted, center wall footings under walls and column footings under columns.
Footing elevations shown on plan are to top of footing (TOF).
Hook wall and column dowels at 3" clear bottom of footing.
CONCRETE SLABS ON GRADE
If control joints are not shown on plan, place control/oonstnrctran joints at columns and provide additional 'joints to meet
the spacings indicated below:
Exterior slabs, 10'-0" oc maximum
interior slabs, 12'-0" oc maximum `
Interior slabs with carpeting, 20'-0" oc maximum
"L" shaped panels and rectangular panels (with length to width ratio greater than 1.5) are not ailowed.
All control/construction joints must be continuous and not staggered or offset.
NON-BEARING WALLS
Provide thickened slab 16" wide x 8" deep wl 2- #5 continuous reinforcing bars below non-bearing masonrywalls.
REINFORCED CONCRETE BLOCK WALLS
When one bar is required in a single core, place in center, unless noted otherwise. When two bars are required in a
single core, place one near each face.
Lap vertical reinforcing 48 bar diameters at splices.
Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing for reinforcing below bearrs.
Fill block core at vertical reinforcing (8" minimum length along wall) with 3000 psi concrete. Vibrate in place. Rodding
and puddling are not allowed
Maximum concrete core fill lift height is 8 feet. Provide cleanouts if lift height exceeds 4'-0".
Provide horizontal joint reinforcing at 16" o.c.
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PLAN NOTES ( UNLESS NOTED OTHER WISE)
1. ALL CONTINUOUS FOOTINGS TO BE 2' WIDE x V DEEP
WITH 2-45 CONTINUOUS.
2. FLOOR SLAB TO BE 4" CONC. SLAB ON GRADE - OVER 6"
SAND BASE, OVER 6 MIL POLY VAPOR RETARDER.
3. TOP OF SLAB TO MATCH EXISTING ELEVATION
REFERENCED AS 100'-0".
4. ALL CMU WALLS TO BE VERTICALLY REINFORCED WITH
#4 @ 48".
DOWEL INTO FOOTING TO MATCH REINFORCEMENT.
MATCH EXISTING FOOTING ELEVATION - VERIFY EXISTING
CONDITIONS. PROVIDE 245 x 3'-0" DRILLED AND ADHESIVE
ANCHORED INTO EXISTING FOOTING.
LOCATE BARS 6" ABOVE BOTTOM OF FOOTING
OALL EXTERIOR SLABS TO BE PLACED ON 4'-0" FREE
DRAINING GRANULAR MATERIAL COMPACTED TO 98 %
STANDARD PROCTOR.
REINFORCE SLABS WITH #4 @ 12" E.W.
TIE INTO MASONRY WITH #4 x 4'-0" EQUAL LEG BENT
DOWEL TO MATCH REINFORCING.
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2-' S 9 32" O.C.
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$, TOP OF SLAB ON GRADE
SEE PLAN
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{ 11 * 5 +BOOKED DOUEL5
19 32" O.C.
F"ROJ? CT 32" INTO CMU
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4 - 0 5 DONT.
.5 x 3'40" a 16" O.C.
rOP OF FOOTING
EL. VAIRES -SEE PLAN a --- --
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.{ SECTION FOOTING
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314'- 11_0"
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T.G.F. 98'-0° %).W,g 105'-4"
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TOP OF FOOTING
T.Oij. - 'rOF OF W4LL
FOUNDATION PLAN
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NORTH
EXI5TING FLOOR
\/ SLAB 6 100'-0"
- FIELD VERIFY
ACTUAL ELEVATION
SUMP BASIN
10'-8"
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ORONO CUP
CITY OF OIRONO
BUILDING P ' .M" PLAN REVIEW'
INSPECTOR
DATE 11-12-02—
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AARCHTECT.
RAFFERTY RAFFERTY
TOLLEFSQN ARC TECTS
253 EAST FOURTH STREET
SAINT PAUL, MINNESOTA 55101
(651) 224-4831 FAX (651) 228-0264
wESSITE: www.rrtarchitects.com
CONSULTANTS:
STRUCTURAL & CIVIL:
WBM 104GINMS
5930 BROOKLYN BOULEVARD
MINNEAPOLIS, MN 517429
Met
TEMPLE
OFJSRAEL
2324 EMERSON AVENUE SOUTH
MINNEAPOLIS, MN 554M
(621) 374-4321; fax (621) 377-030
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10/25/02
ISSUE FOR FOUNDATION PPERAAIT:
ISSUE
DATE
I hereby certify that this P' sp rat an or
report was prepared' by rare or under
my direct
supervision and that ! am a duty dicensed
Architec# and x._ tie laws of Thr,Stgte bf
Minnesota}
PRINT NAME: ALBERT/W. ! INDEKE
SiGNATuRE: .
DATE:'
. �u' REG.. NO:
Project No- 0206.05
Drawn} By:
Checked By:ti
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Sheet Title
FOUNDATION
PLAN
Sheet Number
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