P - 48382Building BUILDING
Inspections RESIDENTIAL APPLICATION
763-572-3604 CITY OF FRIDLEY
763-502-4977 FAX EFFECTIVE I-1-2011
DATE (,�,1,( ����_j YOUR E-MAIL ADDrRE�SS n i r�r-o c.�n�
SITE ADDRES �'C��'`.'7 f-h C�SJ i l/1 `l �. N� r( �` .� �.�.1 IoI� 1� � C Gs (.
THIS APPLICANT IS
PROPERTY OWNER/
TENANT
CONTRACTOR
SUBMIT A COPY OF
YOUR STATE LICENSE
AND CERTIFICATE OF
INSURANCE
PROPERTY TYPE
OWNER '' OCONTRACTOR
0
NAME: � � �%�j Q (�? (o % �
STATE L[CENSE #
Permit No.:
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EXPDATE
ADDRESS: CITY STATE ZIP
PHONE FAX
� SINGLE FAMILYMEW CONSTRUCTION SIZE�`�
❑ TWO FAMILY/NEW CONSTRUCTION STOR(ES
PERMIT TYPE iaADDITION �'�',ARAGE/SHED ❑ WINDOWS
❑ BASEMENT F(NISH ❑ ROOF ❑ DRAfN TILE
❑ DECK ❑ SIDING ❑ OTHER
0 SWIMMING POOL
TYPE OF WORK: ❑ NEW HOME CONSTRUCTION .dQADDITION
❑ MAWTENANCE/REPAIR ❑ REMODEL[NG
DESCRIBE WORK BEING
SIZE OF IMPROVEMENT
ROOFING
NUMBER OF SQUARES _
GARAGES
PROPOSED SIZE:
PROPOSED HEIGHT:
SIDING
❑ Vinyl
❑ Aluminum
❑ Other
��`� WIDTH Ite��' +�
❑ HOUSE ONLY
❑ HOUSE & GARAGE
❑ ATTACHED GARAGE
❑ DETACHED GARAGE
iqp�b ,�e ��c�'2 ,
❑Soffit ���� �( � U /� `��%�•
❑ Trim "'�w ['�J 4 r
❑ Fascia �j��` � I q� 7 i(
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bu
FT
BASEMENT REMODELING SUBMIT:
l. Existing Floor Plan
2. Proposed floor plan
3. List of swctural members to be used
FOR NEW CONSTRUCTION INCLUDING DECKS,
ADDITIONS. & PORCHES SUBMIT:
l. Site Plan/Survey showing the existing structures
and proposed project.
2 Two sets of construction plans
WINDOWS 3. Energy Calculations
IN EXISTING OPENINGS ❑Yes�No LOCATION OF WINDOWS FOR WINDOWS — PROVIDE U-VALUE AND
OR FOR NEW OPENINGS-DESC IBE SIZE OF MANUFACTURE STICKER ON WINDOW.
OPEN[NG CHANGES &
TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS
ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS:
TOTAL JOB VALUATION $_�Ae�-^ �`L� 19�7�U.�C FEE SCHOCCUPANCY TYPE
�{ -°�-
Permit Fee
Plan Review
Fire Surcharge
Surcharge
License Surcharge
SAC Charge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Charge
Tota! Due
$ �N
$ � ,'
$
$
$
$
$
$
See Back Page for Fee Schedule
65% of Building Permit Fee
.001 times the total job valuation
.0005 x Permit Valuation Minimum $5.00
$5.00 (State Licensed Residential Contractors)
$2230 per SAC Unit (Plans to MWCC for determination)
f�+6ft= ftx$24=$
$450 Conservation Plan Review
Fee Determined by Engineering
Agreement necessary ( ) Non Necessary ( )
Make checks uavable to: Citv of Fridlev Attach
THIS IS AN APPLICATION FOR A PERMIT-NOT VALID UNTIL PROCESSED
I hereby appiy 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 of Fridley and with the Minnesota Construction Codes; that I understand this is not a
permit but only an application for a perr�'t and wo c is not to start without a permit on site; that the work will be in accordance with the
approved plan in the case o Il w. whi •equir �ie}�' and approval of pl �+ /� � j� //
SIGNATURE OF APPLICANT ,' `� P NT NAME_ �I (G S I �/4 VJ!v�DATE / ��f
APPROVAL INSPECTOR SIGNATURE i
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DATE: June 6, 2011
TO:
FROM:
Gregory Super
1025 36`h Ave. NE
Minneapolis, MN 55418
Jason S. Hanlon, PE, SE
SUBJECT: Browne Residence
7075 Hickory Dr. NE
Fridley, MN
Ulteig Project No R11.01294
Energy, Water, and Our Built-Environment
MEMORANDUM
I hereby certify that this plan, speci�cation or report
was prepared by me or under my direct supervision
and that I am a duly licensed pr fessional engineer
under the I the State of nnesota.
Jason S. Hanlon
Date: � �i 1/
Minnesota Registra ion o. 41941
The purpose of this memorandum is to report our findings of the structural review of the proposed construction of the garage
addition to the residence listed above.
Gregory Super provided drawings of the proposed construction of the addition. The drawings are attached for reference and
redlined accordingly based on our review of the structural components. The following items are also noted in regards to the general
construction of the addition:
- Our review was based on the requirements of the 2007 Minnesota State Building Code with the amended 2006
International Residential Code.
- The loading values used were as follows:
o Roof Snow Load = 35psf ?
o Floor Live Load = 40psf since the space to be used is separated from the garage and the intent of the use of the
space was to be for standard residential use.
0 90mph wind with Exposure B category.
- All roof and floor joists and wall studs will be constructed with Douglas-Fir lumber. The joists shall be No. 2 grade or better
and the wall studs shall be stud grade or better.
- All nailing of framing members along with all wall, roof and floor sheathing shall be nailed using standard industry practices
and as required by the Code.
- The floor joists will bear on a 4"x4"x%" steel angle. The angle will be anchored to the existing masonry wall using 3/8"
diameter Simpson Titen HD Anchors or e uivalent. The anchor bolts shalt be installed into a solid-grouted masonry core
"an spaced no further apart than 24-inches on center.
- The existing rear garage foundation wall is assumed to be a 42-inch frost foundation wall. The wall will remain and the
owners are proposing to underpin the existing foundation to create the basement space as shown. Attached is a sketch of
the requirements for the underpin condition.
The plans note that the existing garage wall needs to be reinforced with an additional 2x4 stud sistered to the existing studs. If the
roof rafters are changed to 2x8's, the diagonal kicker is not required and the requirement of the additional 2x4 wall stud is no longer
needed.
Please let me know if you have any further questions or comments
Attachment (Proposed Construction Sketches provided by Gregory Super, Underpin Condition Detail)
www.ulteig.com • 5201 East River Road Suite 308 • Minneapolis, MN 55421 • Telephone: (763) 571-2500 • Fax: (763) 571-1168
300% Employee-owned
engineers
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