Permits - Permit# 07-08B - 2412 Black Lake Road - 1/1/2007$ Permit: 167.25 Valuation $8,3SO.00 .O8. 07 -O8
PI Rev: 108.71
State: 4.50
Total: 280.46
btate of A.innegota City of Spring Park
County of Hennepin } Office of Building Inspector
3guilbing Vermit
IN CONSIDERATION OF The statements and representations made by US Remodeler's Inc.
in application therefore duly filed in this office, which application is hereby made a part hereof, PERMISSION 1S HEREBY
GRANTED To said Brian & Kathryn Merz as owner
to add to a building described as follows: kind of construction
(build, erect, install, add to, alter, repair, move, wreck, as the case may be)
12' x 16' green treated deck per application dated 05-03-07
Front of width in feet ; side or length in feet ; height in feet ;
number of stories ; contents cubic feet; square feet, upon that
tract of land described as follows: Lot Block ; plat or addition
2412 Black Lake Road 19-117-23-12-0044
which tract is of the size and area specified in said application.
This permit is granted upon the express conditions that said owner and their contractors, agents, workers and
employees, shall comply in all respects with the ordinances of the City of Spring Park ;
that it does not cover the use of public property, such as streets, sidewalks, alleys, etc., for which special permits must
be secured; and that it does not cover the following: none of the following
(Electrical work, plumbing, heating, plastering, etc., if such there be.)
for which special permits must be secured.
Given under the hand of the Building Inspector of said City and its corporate seal and
attested by its Clerk this 14th day of May Year 2007
Attest:
Sarah Friesen, Administrator Lyle Oman
Clerk Building Inspector
Building Permit Checklist 7pProerty
ll Address: I C.�k-
ppicant: me r
Property Owner: idea..: dZtnev
Signed? no
Survey? Y' /nol-akeshore? Yes no
- Driveway
- Access struts -Ifnorye yvw��' ed
- 10 ft setbacks ;, -
- Variance needed ,( VL-1)
- Hardcover figured "% Oee V—
Energy Calc figured yes/no Vl. Vk
Other permits required?
Mechanical ❑ Plumbing ❑
PID#A - I❑• X3 • (oi OO4 N
Route to DJ for review ❑' � e E V—
Route to Sarah for review ❑ O�
Lyle Pick up date: S - 9-
Lyle Return date: S- 1(.y
Prepare site cards
Copies:
3 bldg permit
- 1 site card
- 1 inspection card
- Record on permit log
Owner phone #::� /
Notify costs LNG
Applicant receives:
- Original BP app
- Site & Inspection cards
- Site copy of plans
- Copy of survey
- Receipt
,(
Endorse check
CITY OF SPRING PARK
4349 WARREN AVENUE
SPRING PARK, MN 55384
952-471-9051 FAX 952-471-9160
BUILDING PERMIT APPLICATION
Building Permit Application Requirements:
1. Application to be filled out & signed
2. Mechanical Permit Application & Calculation filled out
3. Energy Calculations filled out
4. Furnish a Certificate of Survey - See Attached
5. Furnish 3 sets of Construction Plans
a) 1 set for City files
b) 1 set for builder to use on site
c) 1 set for City Building Inspector
Construction Plans should include:
1. First floor plan
2. Footing & foundation plan
3. Elevations of all sides
4. Wall sections & cross sections
5. Details - stairs & any special connections
Date Received�-
Date Approved
Permit No.
Fees To Be Charged:
Permit
(67.25
State Surcharge
Plan Review
to CS
SAC Charge
Availability Chrg
TOTAL 200.4 b
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
THE APPLICANT IS (CIRCLE ONE) OWNER OR TRACTOR� ,
JOB SITE ADDRESS L L p �� L VM
>L . k-TAI& fxz`N S 3 9 ' L�
NAME OF OWNER ' JAN H ✓L 7N V' ( HOME PHONE �L� �;,i ` /*ORK PHONCEE, &/ 2
MAILING ADDRESS Z�/`1�, J z ItI-tt 14 t./�7i�L.0 �[ CITY Sf9PJ(A I 1 ' "'k- ZIP
CONTRACTOR t�S 2L' D b L--L tY1.S j�-T A C- f PHO/NE���f--�!; Z `� 2 �OBILE PHONE
MAILING ADDRESS II' Z� 17 ��T - l�J � ' " T A s -TY L '�'L��«�V � � ZIP
STATE LICENSE NO. Z s I
ARCHITECT/ENGINEER
MAILING ADDRESS
NAME
CITY
REGISTRATION NO.
PHONE
ZIP
TYPE OF WORK: NEW ADDITION ACCESSORY STRUCTURE MOVE DEMO
REMODEUALTERATION RENOVATE
LAND ALTERATION
PROPOSED WORK (Describe in Detail) �� / 1 Gf� / �� ✓ / �� JL�
ZONING DISTRICT
STORIES SQ. FEET OR EACH FLOOR NO. OF BEDROOMS GARAGE STALLS
ATTACHED OR DETACHED BLDG. SIZE: LENGTH WIDTH
r� WIDTH HEIGHT
ESTIMATED CONSTRUCTION VALUATION (excluding land) $ 16 3T V � `�
BUILDING PERMIT APPLICATION
PAGE 2
HARDCOVER CALCULATION WORKSHEET
A. House X = S.F.
Length Width
X — S.F.
B. Garage X = S.F.
C. Driveway X = S.F.
X — S.F.
D. Sidewalk X = S.F.
X — S.F.
i 1
E. Patio/Deck X Z = S.F.
F. Other X = S.F.
1. TOTAL HARDCOVER S.F.
2. TOTAL PROPERTY AREA S.F.
1 DIVIDED BY 2 X 100 = %
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 Build' Code at 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 %1 _ - DATE Z�
INSPECTION REQUIRED: WORK REQUIRING SEPARATE PERMITS:
_Footing before a pour Plumbing
_Framing rough -in Mechanical
Insulation Well
Wallboard before taping Grading & filling
_FINAL before occupancy Sewer
Water
WORK BEYOND OR WITHOUT A REQUIRED
INSPECTION WILL BE SUBJECT TO PENALTY Electrical from State
24 HOUR NOTICE REQUIRED CALL 952-249-4600
ZONING CERTIFICATE
I do hereby certify to the Orono Building Official that the following described work has been reviewed for compliance with
the Zoning Requirements of the City of Spring Park and will be approved for construction upon approval of the construction
plans by the Building Official.
Name Date
BUILDING CODE PLAN
�REVIEW
Name ``��al�Ll-- Date
Page 1 of 1
David Pruett
From: Stephen Thompson Sent: Thu 4/26/2007 4:31 PM
To: David Pruett; George Mayer; Peter Bulger
Cc: Rick Goodner
Subject: Emailing: Minnesota Commerce.htm
Attachments:
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License Detail
Here are the details for the license you are currently looking for:
Minnesota
Relay
Licensee Name: U S REMODELERS INC
Licensee Address: 405 STATE HWY 121 BYPASS, BLDG A SUITE 250
City State Zip: LEWISVILLE , TX 750670000
License Number: 20259740
License Type: Residential Building Contractor
License Status: ACTIVE
License Effective Date: May 24, 2005
License Expiration/Renewal Date: Mar 31, 2008
Qualifying Person: MICHAEL MCCLAIN
Number of hours of continuing education required to renew license: 7.0
Enforcement Action: Yes. This individual or company has at one time had formal administrative ad
taken against one or more Commerce -Issued license. For further information please contact Commero
Investigation Unit at 651-296-2488 or 1-800-657-3602 (phone hours 8:00 AM to 4:30 PM CST).
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https:HmaiLutihomesystems.conVExchange/dpruett/Inbox/Emailing: `/o20Miniiesota%2OCo... 4/27/2007
Permit #: 07-08B
City of Spring Park
Building Permit
PINS: 19-117-23-12-0044 ADDRESS: 2412 Black Lake Road
Permission is hereby granted to: US Remodelers, Inc.
To install or construct the improvements applied for. This permit is granted upon the condition that
the person to whom it is granted, and his agents, employees and workmen, shall conform in all
respects to the Ordinances of the City of Spring Park and to the Statutes of the State of Minnesota in
such cases made and provided; this permit may be revoked at any time upon violation of any of the
provisions of said Ordinances, Statutes, or for any misrepresentation in the application.
Approved by Lyle Oman, CBO
Date: May 14, 2007
NOTE: This card must be placed in a conspicuous place at the address which work is to be
performed.
CITY OF SPRING PARK
INSPECTION RECORD
PINS 19-117-23-12-0044 ADDRESS 2412 Black Lake Road
Building Inspections - Permit No. 07-08B Plumbing Inspections - Permit # *'
mW
Date`
EInsjector
. •I
Final x
L.-Others
Date Inspector
Rough -in
Air Test
Final
Permit #
Date
Inspector
Sewer
Water
Electric
Note: Contractor is responsible to call for these inspections. This card must be placed in
a conspicuous place, on the premises on which work is to be performed. 952-249-4625.
BRENS"ELL HOMES
IN LOT 10, SUBDIVISION OF LOT 1, SKARP & LINDQUIST' S ROSE HILL
HENNEPIN COUNTY, MINN
.4
SW;f'Lld CR FOCT AL-F
A= -VTJdr THMA0' tO
A A 1 r
e 760
c
A
I
S(",( ,6f -3 C,
LJ
m
cn
w
RAILING TO BE CONNECTED TO
HOUSE USING A 3/8" W' LAG
RAILING AROUND
COMPLETE DECK
VINYL FLASHING ON m
TOP OF HOUSE PLATE
SEE DETAILS-
A& Q HOUSEPLATE
LJ ATTACHMENT
SEE DETAIL
PRAILING
DETAILS
SEE DETAL
GMODULE
DETAILS
SEE DETAILS
C& UNDERSTRUCTURE
E DETAILS
NOTE-- SEE DETAIL® FOR:
(1) POST AND FOOTER LAYOUT
(2) FRAMING AND UNDERSTRUCTURE LAYOUT
131 RAILING LAYOUT
SEE DETAL (4) STAIR LAYOUT
& POST
f \ DETAILS
ISOMETRIC DRAWING
"'-O" DESIGN EXCEEDS 601b. LIVE LOAD
JOB NAM
MERZ
,AID MIMER
7401530
FOM MJJGA
DATE
5-1-07
zTl�
2412 BLACK LAKE ROAD
cm
SPRING PARK
COUNTY
HENNEPIN
STATE CME
IMN 55384
MUM BAAVM BY
VAN BOON
icc I1"cy MymT B
93-52.01
DECK DIVISION FOR HOME DEPOT
1041 CANNONS COURT W❑❑DBRIDGE, VA 22191
DESIGNER DECK
NOTE: FRAMING LUMBER TO BE SOUTHERN
PINE NO. 1 EXCEPT FOR 2"x10" GIRDER BEAMS
THAT FREE SPAN 8' OR MORE. THESE MEMBERS
ARE TO BE SOUTHERN PINE SELECT STRUCTURAL
WITH Fb =2050 PSI. DECK BOARDS TO BE 5/4"x4"
NO. 2 STANDARD GRADE SOUTHERN PINE,
LUMBER IS TREATED WITH PRESSURE TREATED
NON -ARSENIC BASED PRESERVATIVE TO
THE REQUIREMENTS OF AWPA C2-92.
NOTE: 2000 lb. SOIL BEARING COMPACITY
X-BRACING TO BE USED IN DECKS OVER 14'-0"
TREATED LUMBER BELOW GRADE WILL BE
A .60 OR GREATER RETENTION LEVEL
CITY OF ORONO
BUILDING FR hT PLAN REVi"-W
?
INSPECTOR _Ic
CATS-----� � Ic7_-O? ---- ��:>'y�; " NC•---
-
❑ /"' ... ..ter- 'f�•i , •il.� .. .. ^1.'1'vr �. ,� r... r
k -Ep 1 riici 'LAIN SET GN' 51 J E , T'ALL ! I MF S
WHO
� S '
i sp I
�
70A�j1
•.e..au...Jr
AUK •�''•.
,•'••,�tl
?ROPES
EN—: EER
• S UTu
A ' 10. 44414 0
P�fpglN
PAGE 1 ❑F 3
HORIZONTAL STARTING POINT
VERTICAL STARTING POINT
UNDER DOOR
0'-3" FROM LEFT
LM
;TIGHT
CORNER OF HOUSE
x
x
x
x
x
x
x
x
16' RAILING
16' RAILING
(SEE DETAIL 5) x
x (SEE DETAIL P1 )
x
x
x
x
x
A MINIMUM OF 121- 1"x4" WIND
x x x
x x x
12' RAILING
BRACES ARE TO RUN DIAGONALLY
(SEE DETAIL @1
FROM THE CANTILEVER TO THE
FRONT BAND. THE WIND BRACES
ARE TO BE NAILED INTO THE BOTTOM
EDGE OF EACH OVERLAPPING MEMBER
WITH THREE 3" GALVANIZED
SCREW SHANK NAILS.
VINYL FLASHING TO BE USED
WHEN APPLICABLE TO CHANNEL
WATER AWAY FROM HOUSE.
12'
APPROXIMATE ELEVATION
10'-2"
Y POST/ FOOTER
FRAMING/ UNDERSTRUCTURE RAILING AND STAIR LOCATION
1 SCALE: 1/4"-1'—O"
DECK DESIGN EXCEEDS 601b. LIVE LOAD
THIS SPACE
LEFT BLANK
INTENTI❑NALLY
THIS SPACE
LEFT BLANK
INTENTI❑NALLY
THIS SPACE
LEFT BLANK
�A AL IV, 1 •,
INTENTI❑NALL�:�' '• •
PROFESS! n�
ECG' rl
• STUFt��
�• No. : O
N••
09 NAM
MERZ 740 530 IPAGE 2 OF 3
Vr� �� � ,-�. •�
DOUBLEASHER HOTGALVANIZED
2".f0' ROUSE PLATE LAG L" IT6.DIM
STNG TOP PLATE
V2' DUSTING SIDETNG
3/B• EXISTING SONGVAIl
2•x4' LEDGER
GOIOER BEAM
GT ��SiNG
GALVLAG
Y.4•
3/B• DOUBLE HOT DIPPEDGALVANHIgID
WASHERSSTNG
SILLPLATE
3/8•.6•DOUBLE ROT GPM
LAG
MOTH
Vk
SOE BANDGALVANM
3/8x6'DOUBLEDPPED HOTGALVAI®
VBVAN� LALAGOT DFPm
USE BAND IS NOT TO SUPPORT
Y OTHER LOAD OTHER THAN ITS'
LAG A WASHER 016"a
LEDMMR
N WEIGHT. TIE LAG PENETRATION
O O HOUSE BAND BE
THE LAG SPAONG IS ONE 4• LAG AND
OF AND HA
UM OF
ONE 6' LAG ON EACH ETD O° THE
rim HMISE PLATE3•.
r. AL GB L• BMAIDRM
ALL LAG BOLTS TO BETALLED
HOUSE PLATE AND THEN ONE 4' LAG
USDD AN ELECTRICALAND
ONE 6' LAG EVERY 16ot
IIOa�DT T91MTEACT
WRENCH WITH A MN. TORQUE
HOFT.-LBS
Kvsum °
1
N V4
TYPICAL FRAMING
/ �E`199W
LEDGER
`Y.4" Lmm
C FRAM MI NDERSTRIICTURE CONNECTION DETAR
1 °
SEE DETAIL AND FOR POST
CONNECTION 0 UND STRUCTURE.
6'x4' DECKING MODULE RECESSED
INTO UNDERSTRUCTURE AND
SUPPORTED BY WOOD ON WOOD
CONNECTION WITH GIRDER BEAM
LEDGERS AND FASTENED WITH
1213• NAILS EVERY 10"oc.
20 GAUGE GALVANIZED
TRUSS PLATE INSTALLED 2'x10•
WITH 10 TON PRESS HOUSE PLATE
2"x4'LEDGER
2•x10' CROSS JOIST
WITH 2'x4" LEDGER
2"x10' GIRDER BEAM 2•x10" SIDE BAND
WITH 2•x4• LEDGER WITH 2•x4' LEDGER
(MAX JOIST SPAN 16'-0•) CONTAOMS TRUSS PLATES
2'xIO" FRONT BAND UN ONE SIDE ONLY
WITH 2•x4• LEDGER 45-3/4•
CONTAINS TRUSS PLATES
ON ONE SIDE ONLY
8'-0" MAX SPA IN
LATERALLY BE W EN POST
1/8' WATER LEgGEBOARD
DRAINAGE GAP 5/6x4"
NAILER BOARD
a
5/4"x4" DECKING /4'x4' _ / •
g CKING
F; ER BOARD (611-3/4' NAILS
EACH DIRECTION (TYP.)
US REMODELERS DECKS ENCLOSURES. AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND
SWIMMING/BABY WAaG POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL
SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS
IGN MODULE INSTALLATION WITH FRAMING OVERVIEW
\j /3[AL : _ — DE5161i EXCEEDS 6OUL LIVE LOAD
2"X1O' FRONT BAND
2'x6" BACK JACK
2"x4"
THE NAIL PATTERN
IS TO BE 3 NAILS 8•oc
1/2•x4•
INTO THE INNER JACK
DIPPED C
LAG WITH
AND 121:
2"x6' FACE JACK
CONNECi
DECK PO
UNDERSI
2"x6' INNER JACK
THE NAIL PATTERN
IS TO BE 3 NAILS
8'ocINTO FACE JACK
BAND
AIL ®I
THE POST FORMS
E HOT
A WOOD ON WOOD
QED
CONNECTION WITH
HER
THE UNDERSTRUCTURE.
S
L ==66 /y'Tp�ppLL�� pp
LAMINox
DECK
�E
MAXDOMUPMSI LATERAL
612' ..c MAXIMUM COMING OUT
POST SPACING
ALL LUMBER W/GROUND
2-
ppMy
CONTACT TO BE TREATED
AT .60 OR GREATER
RARE
RETENTION LEVEL
8"x15• CONCRETE
FOOTING (FACTORY
PRECAST ®3000 P.S.I.
UNDER CO TROLLED
CONDITIONSI
r116"X6" (TRIPLE 2"x "1 POST CONSTRUCTION I rKPO (CONNECTIONS AFIDE�(�� �R "x6"
1 SCALE: 1/4"=P-0" Ex®s Gm LIVE LOAD VSCALE: 1 = —0 EX®S 681b. LIVE LOAD
2'x4' RAIL CAP
NAILED WITH 2 NAILS IN EACH POST
AND 1 NAIL EVERY 12"oc INTO
TOP RAILING PLATE,
THE RAIL POST ASSEMBLIES ARE
TO BE SPACED AT 70'oc MAXIMUM
ON DECK PERIMETER BAND.
2"x4" RAIL
2"x4" RAIL PLATE
NAILED WITH 3 NAILS IN A
TRIANGULAR FORM INTO
INTO EACH RAILING POST. 2'x4' RAIL PLI
2"x4' RAIL POST
NAILED WITH 2 NAILS EVERY 2•oc
(TOTAL OF 8 NAILS PER POST)
INTO THE PERIMETER 2"x10• DECK
UNDERSTRUCTURE.
2%4" POST SUPPORT
NAM WITH 2 NAILS EVERY
3/8'x6" AND 3/8"xG"
NDIE RAILING TO BE W®.
2"x2" PICKETS SPACED LESS THAN
6'oc ITOTAL OF 6 NAILS PER
DOUBLE HOT DIPPED
RAIL CAPS TO HATCH
4" APART. AND NAILED WITH 1212-1/2
POST SUPPORT) INTO RAIL POST.
GALVANIZED PLATED LAGS
DECKING STYLE-
GALVANIZED RING SHANKED NAILS
WASHER CONNECTING 2"x4•
PER 2"x4" RAIL PLATE.
RAIL POST TO FRONT BAND
2•x10" DECK BAND
tl P
TRADITIONAL RAILING DETAILS
SCALE:1/4"=V-0" DESltlil EX®s M ULUVE LDAD