PRE 2010 DOCS0
•
City of Fridley, Mian..
BUILDING PERMIT
Date: NOVEMBER 8, 1965
Owner: smith & Anderson Builder
Address 912 - 40th Avenue N. E, Address
Minneapolis 21, Minn.
Smith & Anderson
,513<36
N° 8591
912 - 40th Avenue N. E.
Minneapolis 21, Minnesota
LOCATION OF BUILDING
No. 455 Street 60th Avenue N. E. — Part of Lot
Lot 13,14.15_ Block 2 Addition or Sub -Division .— Hyde Park
Corner Lot _ Inside Lot — Setback 35 . Sideyard 10'
Sewer Elevation — Foundation Elevation
DESCRIPTION OF BUILDING
To be Used as:
House Front 36 Depth 24 Height 20 Sq. Ft. 864 Cu. Ft 17,280
Det. Garage Front 20 Depth 24 Height 10 Sq, Ft. 480 Cu. lit. 4,820
Type of Construction Frame —Est. Cost _$15, 0q0 _ To be Completed
In consideration of the issuance to me of a permit to construct the building described above I agree to do
the proposed work in accordance with the description above sel4orth and in compliance with adl provisions of
osvilaances of the city of Fridley.
In consideration of the payment of a fee of $23.00 � permit is hereby granted to SMITH &
ANDERSON to construct the building or addition as described above. This permit is granted upon
theexpress condition that the pejo to whom it is granted end his agents, employees and workmen, 9n all work
done in, around and upon said builndiag, or any pert thereof, shaII conform is all respects to the ordtneacrea of
Fridley, Minnesota regasdia location, construction, alteration, maintenance, repair sad moving of buil�fa�
wi citycm
limits sad osis permit may be revoked at aary time upon violatton oP any of the provisions of said
AGI.EN G. JENSEN
NOTICE
Tbb pormit don not corn tho aonewWon, hsitait an fir whh o, phmibino, oa hondM mm w wam. Be a to on
as BuiidiN imputor for "Pum pumlb for thea Mona.
APPLICATION FOR BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
0WNLFR' S NAME _BUILDER i.
ADDRESS ADDREss
LOCATION OF BUILDING
Street c�•i. �`/e'4'-'��`t of Lot
LOT -it - XOCR ADDITION OR SUBDIVISigo
Corner Lot Inside LOT J S Setback t r fidv�e-Yard'Pa 4
SEWER ELEVATION FOUNDATION ELEVATI01j.
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
t Height ?
Front
Depth
Front.�
Sq. Ft. Cu. Ft.
Type of Construction �' _/ Estimated Cost fX�a
To be completede
The undersigned hereby makes application for a permit for the work herein specified,
agreeing to do all work in strict accordance with the City of Fridley Ordinances
and rulings of the Department of Buildings, and hereby declares that all the facts
and representations stated in this application are true and correct.
DAT$
SIGNATURE
(Schedule of Fee Costs can be found on the Reverse Side). 6�
0 0
SUBJECT
City of Fridley
;PER
�21
AT THE TOP OF THE TWINS
BUILDING PERMIT
`
ECEIP
• COMMUNITY DEVELOPMENT DIV.
INSPECTION
r PROTECTIVE SEC.
1 � �
CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF APPROVED BY
612-560-3450
910-F15
6/4/73
JOB ADDRESS 455 - 60th Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
13,15
2
Hyde Park Addition SHEET
2 PROPERTY OWNER MAIL ADDRESS ZIP PHONE
Stanley NKKM Musial 455 - 60th Avenue N.E.
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAILADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING Residential
7 CLASS OF WORK
K
❑ NEW ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Construct 8' x 24' Addition to Garage
9 CHANGE OF USE FROM TO
STIPULATIONS
SEPERATE PERMITS REQUIRED FOR WIRING,
HEATING, PLUMBING AND SIGNS
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
Wood Frame
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
R-1
192
1920
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED.
$869.76
WITH WHETHER SPECIFIED HEREIN OR NOT. -THE GRANTING OF A PERMIT
.50
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$5.00
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTAL FEE
I C
y /9%3
L3sc
5.50
SIGNATVAEOFCONTRACTOR RAUTHORIZEDAGENT (DATE)
WHEN PROPERLY VALIDATED THIS IS YOUR PERMIT
BLDG INSP DATE
SIGNATURE OF OWNER IIF OWNER BUILDER) (DATE)
APPLICATION FOR RESIDENTIAL, ALTERATION,
OR ADDITION BUILDING PERMIT
CITY OF FRIDLEY, MINNESOTA
014M 1 S NAME:
-ADDRESS:
NO • . �S^ STREET: 1,/, I_Z" e, -p / 1-2 ,
LOT: BLOCK: -21 ADDITION: -fi\/da P r /C
CORNER LOT: INSIDE LOT: SETBACK: SIDEYARD:
Applicant attach to this form Two Certificates of Survey of Lot and proposed
building location drawn on these Certificates.
DESCRIPTION OF BUILDING
To Be Used As;
ad -d-1, tl, o a��ao ont• Depth: 02. L�_Height: 1
Square Feet: Cubic Feet: / 2
Front: Depth: Height:
Square Feet; Cubic Feet:
Type of Construction: _LQld t` ,dW p Estimated Cost: _$
To Be Completed: -3 MQ kj _'A S 9,6 �/ ;,4
The undersigned hereby makes application for a permit for the work herein
specified, agreeing to do all work in sttict accordance with the City of
Fridley Ordinances and rulings of the Department of Buildings, and hereby
declares that all the facts and representations stated in this application
are true and correct.
DATE; � 1!z 22 SIGNATURE
(See Reverse Side For Additional Information.)
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SUBJECT
PE
City of Fridley
_ -_ 16 8 0.9
AT THE TOP OF THE TWINS
BUILDING PERMI
rp
�
ECEIPT NO
I • COMMUNITY DEVELOPMENT DIV.
r PROTECTIVE INSPECTION SEC.
CITY HALL FRIDLEY 55432
NUMBER
REV.
DATE
PAGE OF
APPROVED BY
L 612-571-3450
910-F15
10/5/82
JOB ADDRESS 455 - 60th Avenue N.E.
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION SEE ATTACHED
DESCR.
13,14,15
2
Hyde Park Addition SHEET
2 PROPERTY OWNER MAILADDRESS ZIP PHONE
Stanley M. Musial 455 - 60th Avenue N.E. 571-2120
3 CONTRACTOR MAIL ADDRESS ZIP PHONE LICENSE NO.
Same
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP PHONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
X
8 DESCRIBE WORK
Install solar panels on house roof.
9 CHANGE OF USE FROM TO
STIPULATIONS
Use 2 x 6 for top zk course. Mechanical permit also necessary.
SEPERATE PERMITS
REQUIRED FOR �,� RfNG'
HEATING, PLUIE�BI�VG
AND SlG�g,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SQ. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
1
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
$1,000
$.50
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$17.50
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
PLAN CHECK FEE
TOTALFEE
$18.00
NATUREOFC NTRACTORO AUTHORIZEDAGENT (DATE)
WHEN PROPER VALIDATED THIS IS YOUR PERMIT
t
BLDG iNSP DARE
oor IG A REp OWNERUFOWNE (DATE)
CITY OF FRIDLEY Effective Aug. 1, 1981
APPLICATICH FOR RESIDENTIAL BUILDING PERMITS
(Real, Alterations, Additions, or Repairs)
OWNER: f S1 BUILDER: 7a le'- /�% /`t4,1 S / Ce
ADDRESS: ,y�.�� - (offy �. ��� ,C_ ADDRESS:
TEL NO: ' S 7 / - --'>/ -;� ® - TEL 110:
Construction location
• STRWT NO: STREET:
BLOCK: ADAITION: / n j'// -",o "e
W
Corner Lot: Inside Lot: Setback: Sideyards:
Applicant attach to this form two Certificates of Survey of lot and
proposed building location drawn on certificates to scale.
DESCRIPTION OF CONSTRUCTION
C l S Front: Zc2 Depth:f ® !( Height:
D ti hole s /1007 Square Feets Cubic Feet:
Front: Depth: Height:
Square Feet: Cubic Feet:
Type of Constructions �V oOJ Estimated Costa $ /, DOG -
Tb Be Cbrapleted: �� G
Alt. A Alt. B
Proposed Driveway Width if New Opening Is Desired: $ S
SEE REVERSE SIDE OF SHEET
The undersigned hereby makes application for a permit for the vaork herein specified,
agreeing to d .all Work In strict accordance with the City of Fridley Ordinances and
rulings of the Delkirtment of Buildings, and hereby declares that all the facts and
representations stated in this application are true and correct.
DATE: � ?^ c;? chi- S-.2 simTum:
stipulations:
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Application for a Certificate oL uccuec--ox 0.•a - 'T -
to the use °saidcstructure halltnot tbeeused or for ccupiedch a luntil ding permit has n
a Certificate
issued; and
of Occupancy has been issued.
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SUBJECT
PERMIT NO.
City of Fridley
23710
AT THE TOP OF THE TWINS
BUILDING PERMIT
Ir �?IPT
NO.
COMMUNITY DEVELOPMENT DIV.
~
r i PROTECTIVE INSPECTION SEC.
1 �
l
NUMBER
REV
DATE
PAGE OF
APPROVED B•
CITY HALL FRIDLEY 55432
612-571-3450
910415
JOB ADDRESS 455 60th AVE NE
1 LEGAL
LOT NO.
BLOCK
TRACT OR ADDITION
SEE ATTACHED
DESCR,
E 60' Of
2
HYDE PARK
SHEET
2 PROPERTY A J. MAIL ADDRESS ZIP
PHONE
STANLEY MUSIAL 455 60th AVE NE FRIDLEY MN 55432
571-2120
3 CONTRACTOR MAIL ADDRESS ZIP
PHONE LICENSE NO
SAME
4 ARCHITECT OR DESIGNER MAIL ADDRESS ZIP
PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS ZIP
PHONE LICENSE NO.
6 USE OF BUILDING
RESIDENTIAL
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION ljjX REPAIR
❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
REROOF TEAR-OFF (21Sq)
9 CHANGE OF USE FROM TO
STIPULATIONS
UDERLAYMENT MUST COMPLY WITH THE STATE BUILDING CODE.
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL, PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
I STALLS
I GARAGES
VALUATION
SURTAX
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
1124.00
1.00
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
54.00
FIRE SC 1.68
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION
PLAN CHECK FEE
TOTALFEE
56.68
SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT IDATEI
WHEN PROPERL" ALIDA ED THIS IS YOUR PERMIT
1k,
bey
GNATURE OF iiF ER IL 6Rr IDATEI
BL INSP
r E
NEW [ ]
ADDN [ ]
ALTER []
:.. . i . ::::." ". i., 1.i :. C. P : ♦. . z . ..z ... . . :1; .�.�
Effective 8/1/95
CITY OF FRIDLEY
SINGLE FAMILY AND DUPLEXES R-1 AND R-2
Building Permit Application -4��'4qG
ConstructionAddress: 4&- — 4® 7A AVE, NE, Fr,�L p� Mn,S�`t o �
Legal Description:
Owner Name & Address:,S-ta Tel. #
Contractor: 1�51gl7l--a f SC L MN LICENSE #
Address: —Z,5, dL& A Zig L Tel. # --S'7J iP/,-9 fl
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA: Length LID Width 3z!�? Height Sq. Ft.
GARAGE AREA: Length , Width del / Height irl Sq. Ft.
DECK AREA: Length Width Hgt/Ground nSq-.- Ft.
OTHER: '– 1" 02� 5G ry a
Corner Lot [ ] Inside Lot p4 Ft. Yd Setback Side Yard Setbacks
Type of Construction: Estimated Cost: $ Z
__--
Approx. Completion Date: 11,4 G/ L c 0
(Cost on Back)
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ _ $
DATE: APPLICANT: e� Lj �n �( Tel eI
Permit Fee
Fire Surcharge
State Surcharge
SAC Charge
License Surcharge
Driveway Escrow
Erosion Control
Park Fee
Sewer Main Charge
TOTAL
STIPULATIONS:
$ co
$
CITY USE ONLY
Fee Schedule on Reverse Side
.001 of Permit Valuation (1/10th%)
$.50/$1,000 Valuation
$850 per SAC Unit
$5.00 (State Licensed Residential Contractors)
Alt. "A" or Alt. "B" Above
$450.00 Conservation Plan Review
Fee Determined by Engineering
Agreement Necessary [ ] Not Necessary [ ]
SUBJECTER
,
City of Fridley
2 642 0
AT THE TOP OF THE TWINS
BUILDING
PERMIT
RECEIPT NO.
COMMUNITY DEVELOPMENT DIV.
r PROTECTIVE INSPECTION SEC.
%�2 /
1
✓ .1
NUMBER
REV
DATE
7/1/98
PAGE OF
APPROVED BY
`
CITY HALL FRIDLEY 55432
612-571-3450
910-Fl S
JOB ADDRESS 455 60th Avenue
I LEGAL
LOT NO.
BLOCK TRACTOR ADDITION
SEE ATTACHED
DESCR.
E 60 of
2 Hyde Park
SHEET
2 PROPERTY IAE ' MAIL ADDRESS
ZIP PHONE
Musial, 455 60th Avenue, Fridley 55432
`_-
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO.
Pacesetter Products, 1110 New Brighton Blvd
331-9303
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP HONE LICENSE NO.
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW ❑ ADDITION ❑ ALTERATION Ck REPAIR ❑ MOVE ❑ REMOVE
8 DESCRIBE WORK
Window trim/fascia
9 CHANGE OF USE FROM TO
STIPULATIONS
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING. HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT.
CU. FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO. DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
ISTALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
$800.00
$
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
.50
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
$29.25
Fir SC $.80
STRUN OR THE PERFORMANC F CONSTRUCTION.
ZSIGNATURE
CHECK FEE
TO7 FEE
APLAN
V
Licens $5.0
$77.55
OF CONTRACTOR OR AUTHORFEEFAGENT IDAT I
N P OP
BLD )NSP
ALIDA E THIS IS YOUR PERM
MATE
SIGNATURE OF OWNER OF OWNER BUILDER) (DATE)
NEW [ ] Effective 1/1/98
ADDN [ ] CITY. OF FRIDLEY
ALTER [ ] SINGLE FAMMY'AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION
ConstructionAddress:
Legal Description:
Owner Name & Address: e 0 -S / A C_ Tel. #
Contractor: /2/4 -cc 5rar-7/c w- Pi -o t-2 MN LICENSE #
Address:. / 1 f 6 eAj 15et & (4 7 0 A,) L. LJ I---" Tel. # --e
LIVING AREA:
GARAGE AREA:
DECK AREA:
OTHER:
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IlAPROVEMENT
Length Width Height Sq. Ft.
Length Width Height Sq. Ft.
Length Width Hgt/Ground Sq. Ft.
Construction Type: WI NPOW 7 1Zt a,�% Estimated Cost: $
(Fee Schedule. on Back)
Driveway Curb Cut Width Needed: Ft. + 6 Ft = Ft x $ = $
DATE:
APPLICANT: Tel. #
TOTAL $ 3 '�' �3
STIPULATIONS:
CITY USE ONLY
Permit Fee
$ 2S� Fee Schedule on Reverse Side
Fire Surcharge
$ 'KO
.001 of Permit Valuation (1/10th%)
State Surcharge
$ 5u
$.50/$1,000 Valuation
SAC Charge
$
$1000 per SAC Unit
License Surcharge
$ �� Oo
$5.00 (State Licensed Residential Contractors)
Driveway Escrow
$
Alt. "A" or Alt. "B" Above
Erosion Control
$
$450.00 Conservation Plan Review
Park Fee
$
Fee Determined by Engineering
Sewer Main Charge
$
Agreement Necessary [ ] Not Necessary [ ]
TOTAL $ 3 '�' �3
STIPULATIONS:
SUBJECT
City of Fridley
2 8 0 6
AT THE TOP OF THE TWINS
BUILDING
PERMIT
r
RECEIPT
1 COMMUNITY DEVELOPMENT DIV.
r PROTECTIVE INSPECTION SEC.
/
�
I
I "'t CITY MALL FRIDLEY 55432
NUMBER
REV
DATE
PAGE Of
APPROVED BY
612-571-3450
910415
1011198
JOB ADDRESS 455 60th Avenue NE
I LEGAL
�P!TOU' of
BLOCKTRACT
OR ADDITION
SEE ATTACHED
DESCR.I
1A - 14.15
97
Ade Pa-rk
SHEET
2 PROPERTY OWNER MAIL ADDRES
ZIP PHONE
Stanley M. Musial
571-2120
3 CONTRACTOR MAIL ADDRESS
ZIP PHONE LICENSE NO
Owner
4 ARCHITECT OR DESIGNER MAIL ADDRESS
ZIP PHONE LICENSE NO.
5 ENGINEER MAIL ADDRESS
ZIP PHONE LICENSE NO
6 USE OF BUILDING
Residential
7 CLASS OF WORK
❑ NEW fic ADDITION O ALTERATION O REPAIR ❑ MOVE O REMOVE
8 DESCRIBE WORK
Construct 12' x 11' porch
9 CHANGE OF USE FROM
TO
STIPULATIONS
See notations on plans.
WARMN
Before digging call for
all utility locations
454-0002
REQUIRED BY LAW
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING,
TYPE OF CONST.
OCCUPANCY GROUP
OCCUPANCY LOAD
VENTILATING OR AIR CONDITIONING
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
ZONING
SO. FT
CU FT.
AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION
OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT
ANY TIME AFTER WORK IS COMMENCED.
NO DWLG. UNITS
OFFSTREET PARKING
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION
STALLS GARAGES
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
VALUATION
SURTAX
AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT
$2360.16
$1.18
DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PERMIT FEE
SAC CHARGE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CON-
STRUCTION OR THE PERFORMANCE OF CONSTRUCTION
$74.75
Fire SC $2.36
PLAN CHECK FEE
T07 L FEE
8.29
�GNAiUA/E//OJT CON7i7A OR OR 4UTMORID aGENr /►j/,�/ iDa�ryEg� 4
E PROP
VALI //�ZJ HIS IS YOUR PERMIT
!!
SGNAruAE wN E A,-'OWN EABUI DER, iDATEi
B G iNSP
TiATE
i
NEW [ ] Effective 1/1/98
ADDN [ ] CITY OF FRIDLEY
ALTER [ ] SINGLE FANIILY AND DUPLEXES R-1 AND R-2
BUILDING PERMIT APPLICATION r 001
ConstructionAddress: O T17 hri�:— N EA"
Legal Description: v
`
Owner Name & Addressx�5 q Tel. #
Contractor: %�.; rq,� - - -- - �- MN LICENSE #
Address: �r-1 z2e' o „ /s_ Tel. #
Attach to this application, a Certificate of Survey of the
lot, with the proposed construction drawn on it to scale.
DESCRIPTION OF IMPROVEMENT
LIVING AREA: Length
Width
Height
Sq. Ft.
GARAGE AREA: Length
Width
Height
Sq. Ft.
DECK AREA: Length
Width
Hgt/Ground
Sq. Ft.
OTHER:
,K // l
= l i 2 S'/ V 1-2
S? =j ev', /Z
Construction Type:
����,�.��
Estimated Cost: $ z�b
(Fee Schedu on Back)
Driveway Curb Cut Width Needed:
Ft. + 6 Ft = Ft x $ _ $
DATE: APPLICANT: -5f4' 12'Z/ %L/ci 141 Tel. #S%/ —,�q /,�`U
-7tl7f,
CITY USE ONLY
Permit Fee
$
Fee Schedule on Reverse Side
Fire Surcharge
$
.001 of Permit Valuation (1/10th%)
State Surcharge
$
$.50/$1,000 Valuation
SAC Charge
$
$1000 per SAC Unit
License Surcharge
$
$5.00 (State Licensed Residential Contractors)
Driveway Escrow
$
Alt. "A" or Alt. "B" Above
Erosion Control
$
$450.00 Conservation Plan Review
Park Fee
$
Fee Determined by Engineering
Sewer Main Charge
$
Agreement Necessary [ ] Not Necessary [ J
TOTAL
STIPULATIONS:
CITY OF FRIDLEY
FIRE DEPARTMENT
FIRE MARSHAL'S OFFICE
DEPARTMENT OF FIRE PREVENTION
NOTICE OF STRUCTURE FIRE
To: Building Inspection
Assessing
Water Billing
City Manager
From: Ralph Messer, Fire Marshal
Date: November 2, 2006
Subject: Fire Damaged Structure
Location of Fire: 455 - 60th Avenue, N.E.
Date of Fire: November 1, 2006; 0930 hours
Other pertinent details:
This was a fire in a double, detached garage at the above address. There appears to be
moderate structural damage to the building. Columbia Heights and St. Anthony Fire
Departments, our automatic mutual aid departments, assisted us during the fire. The fire is
under investigation by the Fire Department.
If you have questions concerning this fire, please contact me at x3621.
ry
,\�\ I I
� FRI BEY.
FRIDLEY MUNICIPAL CENTER • 6431 UNIVERSITY AVE. N.E. FRIDLEY, MN 55432
(763) 571-3450 • FAX (763) 571-1287 • TTDlITY (763) 572-3534
November 6, 2006
Edagara Sanchez
455 60 th Ave NE
Fridley, MN 55432
RE: Fire damage at 455 60 th Ave NE, Fridley, MN 55432
On November 2, 2006 an inspection was conducted to assess the damage caused by
the fire. The garage sustained moderate structural damage to the interior walls and roof.
The damage is severe enough to deem the structure a hazard.
Section 1300.0180.2000 MN State Building Code, states in part "any structure that
constitutes a hazard to safety or health, or public welfare by reason of disaster or damage,
shall be considered unsafe. All unsafe buildings shall be declared a public nuisance and
shall be abated by repair or demolition, as referenced in the MN. Statutes Sections 463.15
to 463.26."
The above noted building is a hazardous structure and will be posted per MN Statute
463.17
Please submit permit applications for all fire repairs or apply for a demolition permit
with in 20 days. No permits will be issued until all investigations are completed.
If you have any questions concerning this matter, please feel free to contact me at 763-
572-3603.
Sincerely,
David Jensen1,tq
Building Inspector
Cc: Scott Hickok
Director of Community Development
From: 7632631389_ Page: 1/5 Date: 11/21/2006 9:59:43--- AM -
CITY OF FRIDLEY (763) MOVING [
6431 university Ave NE_�oZ
Fridley Mtn 55432
(763) 572-3604 FAX
Effective I/i/
] WRECKING ()a PERMIT APPLICATION
I, ).2 4
Job Address. _ 455
Legal Description:
� ►+�.e-c, 'FSS'��:
Id �
Tel. #
Owner & Address:
Tel,
Contractor:r..s�
Cati
SSZ3U State License #
_
Address: yup
DESCRIMON OF BUILDING
HOUSE: Length
Width
Height Sq--
� Sq. Ft. '7Z„ O
Cu. Ft'
Cu. F
GARAGE: Length 30
Width z4
Height
Cu. Ft.
OTHER: Length
Width -----
Heigh' Sq. Ft.
rJ�3F
Estimated Cost $
Approx. Completion Date
Water sill Maid: Yea [ ]
or Collect 10 ] Signature
Moving Route: %
The undersigned hereby makes application for a permit to wreck/move the building described above, agreeing to
and the State
do all work in strict accordance with fire City Ordioaz<ces and rulings of the $uilditrg Divisionaw , and
driller, and
Code which requires any water well on the property to be sealed by a State licensed w
Weby declares that all facts and representations stated in this application are true and correct. AAkh
,cr.*n TnAvM^N R 0.AR. SHALL 'BE RFdVt )VED FROM SITE.
Dam
Principle
- Signawre
principle binding intoFr dley .... MIO -01
Acmsory building into Fridley ... $ 42.00
Through or within the City .. , ... $ 20.00
Move a buu'lding out of City ...... $ 20•W
PERMT FRE: ,�- 00 MINIMUM $20.00
STIpULATIONSt
Far each 1,000 cubic feet or fraction ...... $1.25
Forstm=es which would be impradicad to
cube, the fee shall be based on the total cost
of wrecking, at the rate of $6.00 for each $500.00
or fraction.
O �Onlr-
Zd
WcttdSAC-D form
' 0 9000E 0Z •AON LWTILSOL: IN Xtib Fiatpca� !O �+3t3: Wfl21d
.2
From: City of Fridley To: 763-263-1389 Page: 213 Date: 12/41200611:49:29 AM
Building
BUILDING
Permit No.:0
Inspecti®ns
RESIDENTIAL APPLICATION
Received By:
763-572-3604
CITY OF FRIDLEY
Date Rec'd: /
1 Z/.+/ 0,"
OL -,K— Noma l la G S i CA M
DATE
YOUR E-MAIL ADDRESS MU1`tGn .
SITE ADDRESS
THIS APPLICANT IS:
❑ OWNER MCONTRACTOR
PROPERTY OWNER/
NAME: Edo ¢ r Se.1.a-e Z -
TENANT
ADDRESS:' 5 66"' Ave NE CITY F'2101.C-!J STATEhAIZIP S543le,
PHONE+I)
CONTRACTOR
NAME: �bar,,V) __1k,3MVJle, baA ; r1a;fQ C9►s'l'� In SGS
SUBMIT A COPY OF
STATE LICENSE # 6S= 5 EXP DATE V-31/ 07
YOUR STATE LICENSE
ADDRESS: Z/5-" Cz"'!+b Fqod IS CITY F&- Av&�- STATW14ZIP 553-30
WITH APPLICATION
PHONE -763 �'7Z-�{ = �� FAX "763- U3 '-131
PROPERTY TYPE
SINGLE FAMILYMEW CONSTRUCTION SIZE
❑ TWO FAMILY/NEW CONSTRUCTION STORIES
PERMIT TYPE
❑ ADDITION JlK GARAGE/SHED ❑ WINDOWS
❑ BASEMENT FINISH ❑ ROOF ❑ DRAIN TILE
❑ DECK ❑ SIDING ❑ OTHER
❑ SWIMMING POOL
TYPE OF WORK:
XNEW ❑ ADDITION
❑ MAINTENANCEMEPAIR ❑ REMODELING
DESCRIBE WORK BEING DONE: COK&rkCt' Ory- QPO�S+°�A -CL-k>Jd.4Ai./C5hCr*. OW %crwj? 1194
—
SIZE OF IMPROVEMENT v LENGTH IV3®' WIDTH 10 a4 -'HEIGHT' °J r sq. FL -7Z0
ROORNNG
❑ HOUSE ONLY
NUMBER OF SQUARES
❑ HOUSE & GARAGE
BASEMENT REMODELING SUBMIT:
GARAGES❑
PROPOSED SIZE: Z4X 3 a
ATTACHED GARAGE
JK DETACHED GARAGE
1. Existing Floor Plan
2. Proposed floor plan
PROPOSED HEIGHT:
SWING L�xl �vTIC� ' �)
3. List of structural members to be used
FOR NEW CONSTRUCTION INCLUDING DECKS,
❑ vinyl
❑Soffit
ADDITIONS. & PORCHES SUBMIT:
❑ Aluminum
❑ Trim
1. Site Plan/Survey showing the existing structures
❑ Other
❑ Fascia
and proposed project.
WNIDOWS
2. Two sets of construction plans
IN EXISTING OPENINGS [Wes ❑No LOCATION OF WINDOWS
3. Energy Calculations
OR FOR NEW OPENINGS -DESCRIBE SIZE OF
OPENING CHANGES &
TYPE OF WINDOW TO BE INSTALLED NUMBER OF WINDOWS
ALL FE ARE BASED ON VALUATION, INCLUDING THE COST OF LABOR AND MATERIALS:
P0Sv (US THE 1997 U.B fsFEE SCHEDULE)
TOTAL J& VALUATION ! OCCUPANCY TYPE
Permit Fee $ a�vtJ . 5 See Back Page for Fee Schedule
Plan Review $ e -1 a , Lj 65% of Building Permit Fee
Fire Surcharge $ „t�, tiT�l� .001 times the total job valuation
Surcharge $ ,G`a;: .0005 x Permit Valuation Minimum $.50
License Surcharge $ $5.00 (State Licensed Residential Contractors)
SAC Charge $ $1550 per SAC Unit (Plans to MWCC for determination)
Curb Cut Escrow $ ft + 6 ft = ft x $21 = $
Erosion Control $ $450 Conservation Plan Review
Park Fee $ Fee Determined by Engineering
Sewer Main Charge $ _ Agreement necessary ( ) Non Necessary ( )
Total Dae $ wg�. _ Make checks payable to: City of Fridley Attact
THIS IS AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED
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 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; that the work will be in accordance with the approved
plan in the case of all work which require r and approval of plans. 7 J
SIGNATURE OF APPLICANT c i/� PRINT NAME '�) I A% 1101/ rON DATE `-' 4-/Qi,6
110
to• the use or occupancy oz anyed until a Cextsrl +tea
issued; and said structures all not be used or occupi
of Occupancy has been
n/ •,ani �Oi -SSS
O� _ 31tf75W
N N
• •9 N11�I�t u1
i. i .. to
9 M 11-e.1 X'i
��dyd%'�s�x3 oy cror.e.�nc�/ aot+g o. •�' 's.
,� •a a a1.1 , o � ¢Z ,� • p � g . c � a o d olid �` -� .� !/
7L.0v
`o`lrJ.ai,�,
�v P"�LftiS:t��;���
�` EhCINEE� _
._ IAI—
• _—-•Zf�0N(1 -2i3�1n19N�... _."lbN01SS'RZI021d.
:LA��
0
M
tq
J
N
co
N
0 QT
--
T !b W8 2 TS LiV 2�
vt. b"
btk�c7b e2-
-50 UT H -50UTH
x
2 FLOOR P► P,,W
IE�
ICE
EP,sT-
�,0oov�
2-2xlo SPF - x►O SPS
^^a
V�
REVIE
FOR C
`JOMPL9
x
01
z-zx 10 5f
z- zx ► a s� F �com �wc�S', (,o` 0.�,
t (/� �l�"
•
MIN S?,KEoWv,LL
x
Ta I R i t a
4
-7 qLjj
ODD
a
3/ �`x foil TFL LP,tA
PLY- l `� Ru To g-- No R
x x 2
x
X
vt. b"
btk�c7b e2-
-50 UT H -50UTH
x
2 FLOOR P► P,,W
IE�
ICE
EP,sT-
�,0oov�
FIGURE 1
NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (two braced wall segments) ►
Extent of header (one braced wall segment) ►I Top plate continuity is
/required per R602.3.2
Anchor bolt per R403.1.6 Typ. �-- Foundation per code
*Or other code -recognized fasteners providing lateral resistance equal to or better than the prescribed nails.
---...... _..........................
dote: This narrow wall bracing segment meets
he 111inim111- . I
Side Elevation
Sheathing filler
if needed
I 6d sinker nails
(0.148" x 3-1/4")
in 2 rows c@
3" o.c.*
1,000 Ib. header -
to -jack -stud strap
on both sides
of opening (Ref,
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
,"
2' to 18' (finished width)
Fasten sheathing to header with 8d common
po+•;` ; :::�_.:::I4�,
sown
nails (0.131 II x 2-1/2II) in 3" grid pattern as
I
and 3 o.c. in all framing (studs and sills) typ.
.,_
alol ,o,o
oH
1,000 Ib. header
-to -jack -stud strap
II II
on both sides of opening
,"
(install on backside as shown on
Max.
°;°,:';:::;:'a l°
Side Elevation Ref. No. LSTA24 )
height
10'
Min. (2) 2x4 typ.
I I "
If panel splice is needed it shall Braced wall
p P
►��
I segment per
occur within 24 of mid -height.
R602.10.5
I
Blocking is not required.
O
,..,
th based on 6:1 No. of
o -width ratio: For jack studs
'l I lal
Lexample:I 6" min. for 8' height, per table
0' height etc. R502.5(1 &2)
Min. 2"x2"x3/16" plate washer
:1 .'
:..�. 3
t
. r
�.: t
P.
Anchor bolt per R403.1.6 Typ. �-- Foundation per code
*Or other code -recognized fasteners providing lateral resistance equal to or better than the prescribed nails.
---...... _..........................
dote: This narrow wall bracing segment meets
he 111inim111- . I
Side Elevation
Sheathing filler
if needed
I 6d sinker nails
(0.148" x 3-1/4")
in 2 rows c@
3" o.c.*
1,000 Ib. header -
to -jack -stud strap
on both sides
of opening (Ref,
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
FROM :City of Fridley FAX NO. :7635711287 Dec. 06 2006 11:32AM P2
':_�'.�1•�.._t..AbVS._.OF'._.TFfE. STATE .D�... MI�INE�SoTe�'.._.� ...._..._
VtL" V-RtIXT,
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2 GA R:7
• �-+' ' 24 l A~
4 `!�� (I
n
P�opo�ao •8`�J kZ4-O No��+N
5�aoo• Aoorriou► 'ro �+�� Ciw+e�oc�
j I�;s si^�h1�•
. • �-t �ll.--e, 3
-// a �r1A/C. Sid �12'�Gl� rCc'�A��i•B�
-05LA LE 1'-'-
. - 30"
.,� •7 )�� i '1 G! {'/.I Tisa = �•'1.
WVI�open®8� uaaq +rey �Wusdnaap ;o
a,a�t=ic�sa0 U t'Fa1in paidt*ao so peen eq aou units 010300SIs We pus lPersgT
..�.......,,. +tna so Aau$dnoeo 10 een eq* . ,a
l,v• c cuuo I'Am UV; ll Po9 FOLEY LUMBER 00 INC
4
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ALUM,
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V/NLY S 10114
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(„ AAP
FAX N0. 3209689963 P. 03
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TYP- wA Ll-
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cs6-5NF.AtNt^►C'
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I
NOV-27-2006 MON 09:12 AM FOLEY LUMBER CO INC
FAX NO. 3209689963
P. 05
Zz
•�.. _.. : __ � r� r—+ aw_..r—.war wr.»�.w _�...rT""e ♦ r��r..w�
r r -n
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r ti
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W 1
nuv er-tuuu nUN 09:11 AM FOLEY LUMBER CO INC FAX NO. 3209889983 P. 04
N OP -7A
F—LE.✓ATI oN
Work Order: NANCYTEST
AUTOMATED
Truss ID: 30TA 1
Desc: 30
ERG 8 -LOC RStACP BIKE RE0'D 1,C
224 Spr
C210OF1.BE plating open . ANSI/TBI - 1995
UPLIFT REACTION(8)
1 0- 1-12 1828 3.50" 2.87"
214 SBS'
C1650F1.5E TnIS DE8i08 IS THE COHPOSiTE RESULT OF
Support Mai, Wind Non -Wind
2 29-10- 4 1828 3.50" 2.87" LSES
2x3 988'
STUD -CAN VULTIBLE LOAD CABER.
1 -240 lb
RRG REQUEMOSINTS shovA are boxed ONLY ULT BXK
2x4 OFF
#1/#2 -CAN I20/12C truss plate values are based on
2 -240 lb
on the trots material at each bearing Loaded for
10 888' non-Conaarrent nCrs. testing and approval as required by ZSC 1703
This truss is designed using the
Bra React Uplift Req'd Size
and ANSI/TSI and are reported in available
ASCE7-98 Wind SpeoUlcation
1 1828 -240 2.87"
documents such as ICBG 1607.
Bldg Enclosed - Yeo b earteaae Factor - 1.00
2 1826 -240 2.87"
Trues Location - Not End Zone
Rurrica,e/Ocean Line - No , Exp Category - C
MCI AIL 1D1
Bldg Width 00 ft
Length - 012.75
an
1 2 -3543 0.10 0 OC82
Meox
t, mph - 90
height - ft,
2-3 -3098 0.13 0.50 0.63
TBI Standard Occupancy, Dead Load - 10.2 psf
3-4 -3098 0.13 0.50 0.63
Design" as Main Wind Force Resisting System
4-5 -3543 0.10 0.71 0.82
and Components and Cladding
Tributary Area - 60 agft
BC PCRCS AIL » Cal
6-7 3262 0.83 0.66 0.99
7-a 2221 0.15 0.43 0.58
8-9 2221 0.36 0.23 0.59
9-10 3262 0.53 0.46 0.99
WSR IVORfn COI WKE rom Cal
2-7 -616 0.29 3-9 889 0.56
3-7 889 0.54 6-9 -614 0.29
7-7-11 7.4-5 7-48 7-7-11
7.7-11 15.8.0 22.48 3041-0
16-0.0 15.0-0
r1 2 3 4 6'
4�_
4.4
-4.00
6.6.1 � 5-1141
��Sz �SHIP
3-4 $.3-8 3.4 =0.81
81
B2
1 30.0-0 I
'8 7 5 9 10
1Q0-7� 9.11-2 1 104-7
10.0.7 19-11-9 30.40
bmx DEFLECTION (span)
L/91.1 b= 8-9 (LIVE) LC 1
L- -0.39" D- -0.27" T- -0.66-
- Joint Locations
1 0- 0- 0 6 0- 0- 0
2 7- 7-11 7 10- 0- 7
3 15- 0- 0 8 14- 0- 0
4 22- 4- 5 9 19-31- 9
5 30- 0- 0 10 30- 0- 0
12/1/2006
All plates are 20 gauge Truswel Connectors unless preceded by "NW for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswel software, unless noted. Scale: IV m 1'
AUTOMATED
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Job Name:
TAB deWp Is for a firdW d�W IrWdNg eomponmt nottnme oydem. It hn bm buM en sped&e0om pmWOd byam aompa�md sgnuha.tsar
Chk:
BUILDING
wd dam In aceoMmres zrnh go morond vordozs of TR aW AMA dealgn doo 'de. No rnWab08y is sem®ad for dime Woml aroma. nlmmWono
angor:
COMPONENTS
. to be wMad by are aompomrd maradahoer wWor bWdbrg desWw pdarto fWdcaBm. TIm brmderg d.agmr add asaertabr ttW the hada
man ede deslgn moat or exceed tho loadbrg bapand by Ore 1=0 banding code mxI the pmamdar appaardo . The dedgn amones ane the tap chord
TC Live 35.00
DurFaes I.m1.15 Po1.16
100 Zephyr Avenue South
Montrose, MN 68363
PHONE' 800 248.4041
• I
FAX: (763) 676-3622
Is taters0ybraced by the rodor600r sheathing and Om bottom chord Is lx m Wooed by a ugid ehawft metmhl direoty aftadmd, -mien othumse
roto. Umdng ahman Is fmlaeru support otaompmrmds membms wdy to reduce bud tug tmkoft This eomparmnt slma not be pkced W any
enwmnmwdtholwM=resammolsMmamd nofdmwwdooa=mdi$%mayasoma,aamecWpmlcwmdo Pamtcaloherwe" I a
ens trace ads tress In accordanaslrfth ft fauowift dooderft Jokd mrd Crdit D" RoporW aaanabw as cow from Troca.I sa6wme,
7ws$'wr.TIMV-Mod Truce Caution orammwMarida DulpReepammmees'euaoeroCCWCNMffSAr-enrWMMn--
MCS114MorW'aC81INAM RYffiWff`byWrCAandMTheTariPhisImMuto0"15loe"d689D'OradrloDdv%Idadlsoo,
Wboxnale 63Ma Thr AmMam Poem and PaWAsocaNnon (APPA) Is landed u tilt 16th SheA Ne, Me w$, waddrib , Dc 2=&
pat
TC Dead 7.00 paf
nC Live 0.00 paf
sc Dead 10.00 pat
TOTAL 52.00 psf
Rep Mbr Bnd 1.16
o.e.Spaemg 2-e-0
Design Spec IRC
Segn T3.6A1- 0
Order: NANCYTEST
Truss ID: 30TA
I
React Uplift Reg'd Size TC 2H4 8P8 $$1/ 2 -CAH
1 0 0 1.50" BC 2H4 SPF $1/ 2 -CAH
2 0 0 1.50" OBL BLR 2x3 SBF STDD-CAE
Loaded for 10 PSF non-coaanrreat 8= -
Gable verticals are 2H 3 wab material spaced
at 16.0 " C.C. unless noted otherwise.
Top chord enpporta 24.0 n of uniform load
at 35 pap 33ve load and 7 paf dead load.
Additional design considerations may be
required if sheathing ie attached.
Brace gable studs in accordance math
Truswal Systems standard gable bracing
details and charts.
This truss requires adequate sheathing, as
designed by othera, applied to the truss
face providing lateral support for webs in
the truss plane and creating shear wall
action to resist diaphragm loads.
Plating epees AHBI/TPI - 1995
THIS DES IG�7 I8 THE C01WOSITE RESULT OF
MOLTIPLE LOAD CASES.
IRC/IBC trues plate values are based on
testing and approval as required by IBC 1703
and ANSI/TBI and are reported in available
documents such as iCR0 1607.
3.0-0
16.0.0 160.0
11 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 18 19 20 21
4r 0p
-4.00
Desc: 30
This truss is designed using the
ASCE7-98 Wind Specification
Bldg Enclosed - Yea, Importance Factor - 1.00
Truss Location - Not End Zone
Hurricane/Ocean Line - Ho , Exp Category - C
Bldg Length - 80.00 ft, Bldg Width ® 40.00 ft
Mean roof height - 12.75 ft, mph - 90
TBI Standard occupancy, Dead Load . 10.2 paf
Designed as Main Wind Force Resisting System
and Components and Cladding
Tributary Area - 60 sgft
122 23 24 26 28 27 28 29 30 33233 34 35 36 37 38 30 40 41 42 43
341-0
1;111111;111=1;1;It ;1-1;1111 Ali
TYPICAL PLATE :1.6.3
OVER CONTINUOUS SUPPORT
A8 plates are 20 gauge Truswal Connector: unless preceded by "NO(" for HS 20 gauge or "H" for 18 gauge, positlaned per Joint Detall Reports available from Truswal sORware, unless noted.
AUTOMATED WARNING Read all notes on this sheat and give a copy of It to the Eructing Contractor.
TMs design Is for an h"thtai bu0dbm amnpanwt not buss system N has been basad on sImMaadmm provided by fm aompom d menuraebsar
BUILDING wxId=Ins6cardar°wMthseffrodTwat=ofTPlwWWAdedpndfaMude' No respom1bMWIs&$$=edfor dmemlmWsosu=V. DlmmNom
aro to be u0sd by the compormd mmodesbsw wow bW&Q d*sWw Plato rabdadimt In 1:04" dWrw must asawhln fad Oro lords
COMPONENTS ,d0)sed an tMe design melt or n-l�mnq �poeed bya- loeel bun�mre soda.na w Pe wer.Pvu�nea The design s.mmd wt nye mp d wd
to btudy brewed by fro roar or Noor sheatMnq and fm bottom chud Is tats tW waded by a rigid dhaathbro m*uW ONSIF afaatmd w"" anIVI8e
entad. grading shown Is for latautl euppmt of aomponenle members only to nnf m buditg IwMft nds eompwwd shah nd be placed In any
100 Zephyr Avenue South archon we mer wen Gauss the mWshn asnlad or ms weadto examd 1996 wWor ram aamroeta Waft asrrodcn. pebdaale,hmdle, Irow
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Montrose, MN "Ngo' • t7••WM" rtlamot
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FAX: (763) 876~9622 wftcons n 527% The nmeti m t=oms ane P8WAes ddsn (APPA)is loemad at 111112f18trset, KW, Me Bog. WnbInglM OC 2WSL
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1 0- 0- 0 23 3- 0- 0
2 3- 0- 0 24 4- 4- 0
3 4- 4- 0 25 5- 8- 0
4 5- 8- 0 26 7- 0- 0
5 7- 0- 0 27 8- 4- 0
6 e- 4- 0 28 9- e- 0
7 9- 8- 0 29 11- 0- 0
e 11- 0- 0 30 12- 4- 0
9 12- 4- 0 31 13- 8- 0
10 13- 8- 0 32 14- 0- 0
11 15- 0- 0 33 15- 0- 0
12 16- 4- 0 34 16- 4- 0
13 17- 8- 0 35 17- B- 0
14 19- 0- 0 36 19- 0- 0
15 20- 4- 0 37 20- 4- 0
16 21- 0- 0 38 21- 8- 0
17 23- 0- 0 39 23- 0- 0
le 24- 4- 0 40 24- 4- 0
19 25- 8- 0 41 25- 8- 0
2027- 0- 0 42 27- 0- 0
21 30- 0- 0 43 30- 0- 0
22 0- 0- 0
12/1/2006
scale: 118" a V
Job Name:
TC Live
35.00 psf
Oud%cs L-1.15 Pa1.15
TC Dead
7.00 paf
Rap Mbr End 1.16
Sc Live
0.00 psf
O.C.Spacing 2-0-0
SC Dead
10.00 psf
Design Spee IRC
TOTAL
52.00 psf
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Lee Gerhardson Tel. 763-537-0221
Owner
� I
13301 Maple Knoll Fax 763-535-5985
Way, Suite #208
Maple Grove, MN
55369 • • Cell 612-709-0637
November 28, 2006
ATTN: Building Inspections
Re: Dan Heiland
561 53rd Ave. NE
Fridley, MN 55421-1236
The above job to the Heiland residence was completed without the required pictures of
the ice and water shield. This letter is to verify that it was installed, and installed to code.
We, as the contractor, take full responsibility for the ice and water shield installation, and
this letter is to confirm that.
Thank you,
ill
Lee Gerhardson
Integrity Plus Home Exteriors, Inc.
Enginegring
WATER AND SEWER
Permit N°.' I V
763-572-3551
PERMIT APPLICATION
Received By
763-571-1287 faxCITY
OF FRIDLEY
Dat mAy 15
EFFECTIVE 4/8/09
APPLICTATION DATE: C7 g YOUR E-MAIL ADDRESS:
TIES APPLICANT IS: ❑ OWNER.CONTRACTOR
qS - S- C00 -vp--7
JOB ADDRESS:
NEW CONSTRUCTION PERMIT# (IF APPLICABLE):
PROPERTY
NAME:
ADDRESS: (POS At /'��ITY STATE ZIP
/
TENANT
PHONE:
CONTRACTOR
NAME:
ss`tej�
ADDRESS: ���H i. i'"""°' S� • CITY STATE ""'ZIPYOUR
SUBMITA COPY OF
STATE
LICENSE WITH
PHONE Col L ' 7VI- 32 37 CELLPHONE' Co t Z -
APPLICATION
STATE LIC # STATE BOND: EXP DATE:
1. Narrative/written description:WLt 60 o vv1
2. Please attach sketch showing curb line, utility line, building, etc. with distances.
PERMIT TYPE
❑ SEWER CONNECTION PERMIT $50
❑ WATER CONNECTION PERMIT $50
P b
AWATERLINE REPAIR $40 L1 0 e Uo
❑ SEWER LINE REPAIR $40
❑ ADD STATE SURCHARGE $.50
=
❑ SAC CHARGE @ $2000
OTHER CHARGES (IF APPLICABLE) PAY TO UTILITY BILLING
NEW WATER METER COST — SEE UTILITY BILLING
SPECIAL ASSESSMENTS — SEE FINANCE
WATER TAP — SEE igNGINEERING
NOTE: WATER METER REPAIR, INSP OR SHUT-OFF / WEEKENDS & HOLIDAYS $125/HOUR-BILLED
THIS 1S AN APPLICATION FOR A PERMIT -NOT VALID UNTIL PROCESSED
I hereby apply for a water or sewer (new connection or repair) permit and 1 acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City of Fridley. I understand this is not a permit but
only an application for a per to ithout a permit.
f�C DATE: -F.T�m r
SIGNATURE OF APPLICANT PRINT NAME: �'' �' t'jYf'` S
00,
�j
APPROVED BY: A, 457 DATE:
COPY GIVE O: UTILITY BILLING (only if new meter) ❑ PUBLIC WORKS ❑ ENGINEERING
City of Fridley
Engineering Department
6431 University Avenue NE, Fridley, MN 55432
763-572-3551
FAX: 763-571-1287
clg,L 1�0ft 10IJ 'oA$
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