P - 48513Building BUILDING Permit No.: �I'7
,�
Inspections RESIDENTIAL APPLICATION Recei�ect sy: '
763-572-3604 CIT� OF FRIDLEY Date Rec'c1:
763-502-4977 FAX EFFECT,vE �-i-zo>>
DATE S"'IZ — I YOUR E-MAIL ADDRESS Mvur��ilv 'w V( � C- OM
siTr AD�RESS � r-i 5`I C � n s 6ruc.,l< 0 � I✓
THIS APPLICANT IS: ❑ OWN6R �CONTRACTOR
PROPERTY OWNER/ NAME: ^ ^ I�-
TENANT ADDRESS: INS� ln�sGtv-� O� � CITY ��J STAT�� ZIP 5��3L
PHONE: �G3 ^ S 7 � � ��O �
CONTRACTOR NAME: M r' z. r Mu � L L�-
SUBMIT A COPY OF STATE UCE SE # Z� � S I�= � LEAD CERT NLrMBER
YOUR STATE LICENSE n- _
AND CERTIFICATE OF ADDRESS:Z S�(� ,(/�;�W�;t,1% ��N�. OS'iV�. CITY /UJ�11�. '�V' STAT@� ZIPS�
INSURANCE p NE � 2' �SC7 'Z`� FAX
PROPERTY TYPE SINGLE FAM(LYMEW CONSTRUCTION SIZE
❑ TWO FAMILY/NEW CONSTRUCTION STORIES
PERMIT TYPE ❑ ADD(TION ❑ GARAGE/SHED ❑ WINDOWS
❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE
�DECK ❑ SIDING ❑ OTHER
❑ SWIMMING POOL
TYPE OF WORK: ❑ NEW HOME CONSTRUCTION ❑ DDITION
❑ MAINTENANCE/REPAIR REMODELMG
DESCRIBE WORK BEING DONE: ,t�
SIZE OF IMPROVEMENT LENGTH WIDTH zC� HEIGHT S FT
ROOFING � HOUSE ONLY BASEMENT REMODELING SUBMIT:
NUMBER OF SQUARES � HOUSE & GARAGE 1, Existing Floor Plan
GARAGES ❑ ATTACHED GARAGE 2. Proposed tloor plan
PROPOSED SIZE: ❑ DETACHED GARAGE 3. List of structural members to be used
PROPOSED HEIGHT:
S[DIN FOR NEW CONSTRUCTION INCLUDING DECKS,
❑ Vinyl ❑So�t ADDITIONS. & PORCHES SUBMIT;
❑ Aluminum ❑ Trim l. Site Plan/Survey showing the existing structures
❑ Other ❑ Fascia and proposed project.
2. Two sets of construction pians
WINDOWS 3. EnergyCalculations
IN EXISTING OPENINGS ❑Yes ONo LOCATION OF WINDOWS FOR WINDOWS – PROVIDE U-VALUE AND
OR FOR NEW OPENINGS-DESCRIBE SIZE OF MANUFACTURE STICKER ON WINDOW.
OPE:NING CHANGES &
TYPE OF WINDOW TO BE [NSTALLED NUMBER OF WINDOWS
ALL FEES AIZL BASEll ON VALUA"1'IUN, INCLUUIN(G I HH: CU�I UP' LABUK A1Vll MA1 �KlAL.1:
(USI G THE 1997 U.B.0 FEE SCHEDULE)
TOTAL JOB VALUATION $ ��"T �� OCCUPANCY TYPE
Permit Fee
Plan Review
Fire Surchazge
Surcharge
License Surcharge
SAC Charge
Curb Cut Escrow
Erosion Control
Park Fee
Sewer Main Charge
Total Due
$ ((.�) See Back Page for Fee Schedule
$ `L- � t--- 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)
$ ft+6ft= ftx$25=$
$ $450 Conservation Plan Review
$ Fee Determined by Engineering
$ Agreement necessary ( ) Non Necessary (�Cj�,
$ . Make checks oavable to: Citv of Fridlev Attach
THIS [S AN APPL►CATION FOR A PERMIT-NOT VALID UNTIL PROCESSED
1 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 of Fridley and with the Minnesota Construction Codes; that I understand this is not a
permit but only an application for a permit and work is not to start without a permit on site; that the work will be in accordance with the
approved plan in the case of all wor r�ch requires review and approval of plan . ��_
SIGNATURE OF APPL►CANT �L'Z� PWNT NAME �Uy M�iL f� DATE S� �'
APPROVAL INSPECTOR SIGNATU
PLEASE NOTE: SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, ELECTRICAI. AND MECHANICAL WORK
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Joists — Treated 2x10 �1'f'
Beams — Treated 2x 10 ST �
Posts — Treated 6x6 � TP
PostBeam cap connection
Joist spacing 16" oc
Stair Stringer Spacing — 12"oc
Rail
4 x 4 posts — cedar
2x4 top/bottom rail — cedar
Balusters — Decorators less than 4" open spacing
Handrail — 5/4 x 6 Timbertech Twin Finish
Decking
Timbertech 5/4 x 6 Twin Finish decking
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Permit Page: Level 1
LOAD AND SUPPORT: "
Your deck will support a 64 PSF live load.
Posts have 0" below ground support.
DECK AND POST HEIGHT:
� You selected a height of 102" from the top of the decking to
the ground level. The top of the deck support posts will
therefore be 92" above grourid level. �
Joists:
Set joists on top of beams, 16"; center to center.
Stress Anaysis: Level 1
Joist Deflection 503
Joist Bending 119
Joist Shear 136
Joist Compression 136
Beam Deflection 189
Beam Bending 74
Beam Shear 76
Post Stability 145
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o De.no-}�s iro�n monurne�n�'
� l..ec�cz.1 de-�t�ip-�ion � 1.r�1- 4�
� gloc�c 8� INNSBRUCK NORTH ,
Anoka Co�ht�� NS�t��t�a.
Rc=v�se.d 3-9--i7 -t-o s�tow
-fourtdc.L-t�'�on uncir� const�--uctio�
1 hereby certify that this is a true and correct representation of a survey of
the bounJaries of the above described land and of the location of ali buifdings,
DEl1'dA�t,S - G.�BKIEL if any, thereon, and all visible encroachments, if any, from or on said land.
LAND SUR.VEYORS, INC. 21 sl- day of Feb. , t9�Z.
As surveyed by me this
3030 Harbor Lane No.
Piymouth MN 55441 �- � ���ac.q
Phone: (612) 559-0908
Minn. Reg. No. �Q944
File No.
832
Book - Page
�l - 62
Scale
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