P - 48378Building
Inspections
763=572-3604
763-502-4977 FAX
DATE '�
SITE ADDRE S �
THIS APPLICANT [S
PROPERTY OWNER/
TENANT
SUBMIT A COPY OF
YOUR STATE LICENSE
AND CERTIFICATE OF
INSURANCE
PROPERTY TYPE
PERMIT TYPE
TYPE OF WORK:
BUILDING
Permit No.:
RESIDENTIAL APPLICATION Received By:�
CITY OF FRIDLEY ���;��� ���
EFFECTIVE 1-1-2011
YOUR �-MAIL ADD� SS ��'��,�„('��%f/f
-�[� g�.+�� w �4�/ ��
C�OWNER ❑CONTRACTOR
' � � ' — *��� C .'. � : � � r
• y. . z,
STATE LICENSE #
CITY
CERT NUMBER
ADDRESS: CITY STATE ZIP
STA
PHONE
SINGLE FAMILY/NEW CONSTRUCTION
TWO FAMILYMEW CONSTRUCTION
❑ BASEMENT FINISH
I� DECK
❑ NEW HOME CONSTRUCTION
❑ MAINTENANCE/REPAIR
' DESCRIBE WORK BEMG DONE:
i SIZE OF [MPROVEMENT f ��' ,
ROOFING
� NUMBER OF SQUARES
GARAGES
PROPOSED SIZE:
PROPOSED HEIGHT:
SIDING
❑ Vinyl
❑ Aluminum
❑ Other
WINDOWS
IN EXISTING OPENINGS ❑Yes ❑No
OR FOR NEW OPENINGS-DESCRIBE SIZE OF
OPENING CHANGES &
TYPE OF WINDOW TO BE INSTALLED
❑ ROOF
O SIDING
❑ SWIMMING POOL
❑ ADDITION
1� REMODELING
❑ HOUSE ONLY
❑ HOUSE & GARAGE
❑ ATTACHED GARAGE
❑ DETACHED GARAGE
❑So�t
❑ Trim
❑ Fascia
LOCATION OF WINDOWS
NUMBER OF
FAX '
�E
'ORIES�
❑ WINDOWS
❑ DRA[N TILE
❑ OTHER
I � HEIGHT � S FT
BASEMENT REMODELING SUBMIT:
1. Existing Floor Plan
2. Proposed floor pian
3. List of suuctural members to be used
FOR NEW CONSTRUCTION MCLUDING DECKS,
ADD[TIONS. & PORCHES SUBMIT•
I. Site Plan/Survey showing the existing structures
and proposed project.
2. Two sets of construction plans
3. Energy Calculations
FOR WINDOWS — PROVIDE U-VALUE AND
MANUFACTURE STICKER ON WINDOW.
ALL FEES ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS:
�. ( ING TH�97 U.B.0 FEE SCHEDULE)
TOTAL JOB VALUATION $ '�� ,-r�� ....-- OCCUPANCY TYPE
� Permit Fee
! Plan Review
j 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
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 (
Make checks payable to: Citv of Fridlev
Attach
THIS IS AN APPLICATION FOR A PERMIT-NOT VAL[D UNTIL PROCESSED
I hereby apply for a building permit and I acknowledge that he information above is complete and accurate; that the work will be in
conformance with the ordinances codes of t r' y and with the Minnesota Construction Codes; that I understand this is not a
permit but only an application a permit a w rk ' to start without a permit on site; that the work will,be in accordance with the
approved plan in the case of work which qu' e ' w approval of pl ���
SIGNATURE OF APPLICANT PRMT NAME 1���J� DATE_�
APPROVAL INSPECTOR SIGNATURE
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Estimate Prepared for:
BERNDARD GROSS
290 CRAIGBROOK WAY NE
FRIDLEY, MN 55432
7635710591
Estimate Created: 05/12/2011
Days Valid: 14
Estimate Prepared by:
MICHAEL
Decks Totai Price:
I
��
Store Information:
2847 - 99 NORTHTOWN DRIVE #2847
BLAINE, MN 55434
(763) 795-2060
"Please take this.quote to the Contractor Services or Special Services Desk.°
"Products and pricss shown online may vary ftom those at The Home Depot store near you. Prices shown on this
quote may be different due to changes in product availability and market conditions. Prices for idenfical items may
aiso vary from store to stflre."
"Las productos y precios demonstrados en linea pueden variar de tos en eI aimacen The Home Depot cerca de
usted. Los precios demonstrados en esta cotizacion pueden ser diversos debido a los cambios en condiciones de la
disponibilidad y del mercado del producto. Los precios para-los articulos identicos pueden tambien variar de almacen
al almacen.°
"* Special Order ltems where price is not included in total - Please take to The Home Depot Special Senrices Desk for
a price quote.°
"` Los Articulos de la Orden Especial donde el precio no se incluye en tota! - favor de Ilevar a la Mesa de Servicias
Especiales del Home Depot para una cotizacion del precio."
Waming and Important Jnstructions: This is not a final design plan or estimate. EDGENET, iNC. assumes no responsibility for the correct use w
output of this program. All information contained on this page is subject to the terms in the disGaimer located at the end of this document.
Advertencia e instrcciones importantes: -Esto no es un plan ni una estimaciGn final dei disefio. EDGENET; INC. no asume ninguna
responsibilidad del uso o de la salida coRecto de este programa.Toda la informaci8n contenida en esta p�gina es� conforme a los t8rminos en
la negacidn, situada en el extremo de este documento.
Copyrighf� 1989-2011 Edgenet, Inc.
Page 1 of 17 ooc i� �eccaece-drsa-ass�-ess�-��dzocae�arl
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3D View
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Waming and Important Instrucfions: This is not a finai design plan or esGmate. EDGENEf, INC. assumesno responsibiliiy for the �rrect use or
output of this program. Atl information contained on this page is subject to the terms in the disclaimer located at the end of this document.
Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciGn finat del disetSo. EDGENET, INC. no asume ninguna
responsibilidad del uso o dela salida correcto de este programa.Toda la informacibn contenida en esta pfigina estfi conforme a los tBrminos en
la negaciGn, situada en el extremo de este documento.
Copyright �198&2011 Edgenet, Ina
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Plan View
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Warning and Important Instructions: This is not a finai design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or
output of this program. All information contained on this page is subject to the terms in the disGaimerlocated at the end of this document
Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci8n finai del disetia EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correCto de este programa.Toda la infortnaaGn contenida en esta p�gina est� confortne a los t�rminos en
la negacibn, situada en el extremo de este documenta
Copyri9ht � f989-2011 Ed9ene� Inc.
Page 3 of 17 ooc io �ecca�s-afs�assa-sszs-z�azocee�ar�
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Dimension View
! b �t
` �x `x- sc.�.kk�s = 2� �
��;ew�. � �4 s -
Waming and Important instructions: This is not a final design pian or es6mate. EDGENET, INC. assumes no responsibility for the correct use or
output of this program. Ali inforrnation contained on this page is subject to the terms in the disdaimer located at the end of this document.
Advertenaa e instrcciones importantes: Esto no es un pian ni una estimaci6n final de1 disePio. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correcto de este programa.Toda la informaciGn contenida en esta p�gina estfi conforme a los tArminos en
la negaci6n, situada en el extremo de este documenta
Copyright � 1989-2011 Edgenet, Inc. '
Page 4 0# 17 00� io �«�oa�aare..a�-asza-z�d��a��
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M
1 ft 3 in � i ft 3 ia
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Pr� C���ck C��s�i�nT�
Post View
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Waming and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibiliiy for the correct use or
output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this dqcument.
Advertencia e instrcciones importantes: Esto no es un plan ni una estimaaGn final deFdise�io. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida corcecto de este programa.Toda la informaci6n contenida en esta pfigina estfi conforme a los t�rrninos en
la negaci6n, situada en el extremo de este:documento.
Copyright� 1989-2011 Edgenet. Inc.
Page 5 of 17 � io ��oe�a-a�e.assa-sszs-a�az��at�
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Joist Layout View
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Notes:
All joist and stringer spacing dimensions are measured in OC.
Waming and important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or
output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document
Advertencia e instrcaones importantes: Esto no es un plan ni una estimacion final det diseAo. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correcto de este pr�rama.Toda la informacibn contenida en esta p�gina est3 conforme a los t�rminos en
la negaciGn, situada en el extremo de este documento:
CopYright � 1989-2011 Edgenet. Inc.
Page 6 of 17 oac �o �e�xae�e-a�ee.ass�-ss2�-s�a�cae��� �
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Railing Details View
Waming and Important Instructions: This is not a final design plan or estimate. EDGENET, INC. assumes no responsibility for the correct use or
output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document
Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del disefio. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correcto de este programa.Toda la informacibn contenida en esta p8gina estfi confortne a los t�rminos en
la negaci6n, situada en el extremo de este documenta
Copyright � 1989-2011 Edgenet, Inc.
Page 7 of 17 ooc io ��aocaarea-asea-s9re-2�d2cxse�ar�
�'r� ��ck C�+�s�i+�r�T�
Deck Information
Deck 1
Construction Method - Beam on Top of Post
Footing Type - Pier in-Ground 2
e oa - �
Dead Load - 10
Decking Spacing - 1/8 in
Joist Spacing - 16 in
Beam Spacing - 120 7/16 in
Post Spacing - 56 in
Deckin - L5/4x6 Saddle Tre - Deckin
Ciea ¢ - �?�10 T_,reated,Southern Pine�Vo.
J ' - L2x10 Treated Sout
P - reated Southem Pine No. 2
Deck Height - m
Diagonal Bracing - No �
Joist Overhang - 12 in
Beam Overhang - 12 in t�/1�
Dec �ng e ec ion actor - 360
Joist Deflection Factor - 360
Beam Deflection Factor - 360
Pref Decking Size - 5/4x6
Pref Joist Size - 2x10
Pref Beam Size - 2x10
Pref Post Size - 4x4
Railing 1
Railing Height - 36 in
Baluster Spacing - 3 3/4 in
Toe Space - 3 3/4 in
Railing 2
Railing Height - 36 in
Baluster Spacing - 3 3/4 in
Toe Space - 3 3/4 in
Railing 3
Railing Height - 36 in
Baluster Spacing - 3 3/4 in
Toe Space - 3 3/4 in
��=
Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, tNC. assumes no responsibility for the correct use or
output of this program. All information containetl on this page is subject to the tertns in the disGaimer located at the end of this document.
Advertenaa e instrcciones importantes: Esto no es un plan ni una estimaciGn final del disefio. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correcto de este programa.Toda la informacibn contenida en esta p3gina est� conforme a los t�rminos en
la negaci0n, situada en el extremo de este documenta
Copyright � 1989-2011 Edgenet, Inc.
Page 8 of 17 ooc io �axa�ecs.area-�sse-ses�-Z�a�oces�af�
Usage
Baluster
Beam
Bottom Rail
Decking
H Top Raii
H Top Raii
Joist
Ledger
Post
Raifing Post
Rim Joist
Vert Top Rail
Vert Top Rail
Decking
DeckMaster
Fascia Board 1
Standard Materials
Sku
� �, � _ � . �
Sku Usage List
Description
430792 BALUSTER - 2X2-364N. PT
255957 2X40-16 #2 WEATHERSHIELD
167929 2X4-8 PT #2 PRIME-WEATHERSHIELD
476698 TREX ACCENTS 16' SE SADDLE DECKING
124884 2X6-90 PT #2 PRIME-WEATHERSHIELD
16$335 2X6-8 PT #2 PRIME-WEATHERSHIELD
255781 2X10-12 #2 WEATHERSHIELD
255957 2X10-16 #2 WEATHERSHIELD
257974 4X4-10 #2 PT
264784 4X4-8FT. GREEN STK CEDAR S4S
255957 ZX10-16 #2 WEATHERSHIELD
124380 2X4-10 PT #2 PRIME-WEATHERSHIELD
167929 2X4-8 PT #2 PRIME-WEATH RSHIELD
addl Tr x- D ki � �Z�
3 e e ec n ���-�..� d�U Z
g � �
SO$DMP10010 Powder Coated Brkts DMP100 40 PK
SO$SDOQ0616 5/4"x6" 16' Saddle Trex Accents Deckin_g
2x10 Joist Hanger 865889
4x4 Post Foot Brkt 669421
Anchor J-Bolt 4x4 121932
BItUpBeam Naii 599916
Conc Pier In-Gnd 169765
Fiashing 439432
Hanger Nails 2x10 462810
Hurricaine Tie 102924
Hurricane Tie 247911
LedgerLok5x12 507949
Rail Post-Bolt 6" 927708
Rail Post-Nut 538892
Standard Deck AAaterials
LUS2?OZ DOUBLE SHEER HANGER Z-MAX
Z 4 4 STANDOFF POST BASE Z-MAX
8X1/2" HOT GALV ANCHOR BOLiS
16D5HDG 5LB. BOX OF 16D HDG NAILS
80LB. QUIKRETE GONCRETE MIX
BROWN GALVANIZED DECK LEDGER
N10DHDG 1LB. BOX OF N10DNAILS
H2.5AZ HURRICANE TIE Z-MAX
1-1/2" HOT GALV JOIST HANGER 1 LB
LEDGERLOK 5" SCREW-12 PK
CARRIAGE BOLT GALV 1/2 X 6
HEX NUT GALV 1/2
� ����
Qty
82
2
6
26
1
5
11
1
2
4
3
1
5
9
3
11
4
4
1
24
2
2
13
2
1
14
14
Warning and Important InsVudions: This is not a final design plan or estimate. EDGENET,INC. assumes no responsibility for the correct use or
output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document
Advertencia e instrcciones importantes: Esto no es un plan ni una es6maci6n final del disePio. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pfigina est� conforme a los t�rminos en
la negaci0n, situada en el extremo de este documento.
Copyright � 1989-2011 Edgenet, Inc.
Page 9 of 17 00� i� ��a�drse-asaa-sszs-r�a2��af�
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Usage Sku
Rail Post-Washer 538981
RimJoist Nails 599916
Sonotube 12" 314636
P�r� D�ck [�+�si�nT�
Description
FLAT CUT WASHER GALV 1/2
16D5HDG SLB. BOX OF 16D HDG NAILS
121N X 481N TUBE FOR CONCRETE
� ��.
Qty
14
1
4
Warning arrd Important InsUuctions: This is not a final desigrr ptan or estimate. EDGENET, ING. assumes no responsibiliry for the coRect use or
output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document.
Adveftencia e instrcciones importantes: Esto no es un plan ni una estimacion final del disePio. EDGENET, INC. no asume ninguna
responsibilidad del uso o de la salida correcto de este programa.Toda la informaci6n contenida en esta pfigina est� confoRne a los t8rminos en
la negacibn, situada en el extremo de este documenta
Copyright � 1989-2011 Edgenet, Ina
Page 10 of 17 � i� ��e�.a�,ssz�-Z�dz��ar�