BP13444CITY OF BLAIR —APPLICATION FOR BUILDING PERMIT
^.'9 Promise°po Permit# Vy
Date: i' Approximate Completion Date: (� t
Site Plan Attached: REScheck Attached: Complete Plans Attached
Application for: Residential Commercial/Industrial
New Construction Manufactured Home Modular
Move -on: Home Accessory Building Other
Remodel Addition
Accessory Building: Garage Pole Barn Other%'
Floor Type: Dirt Concrete Electricity: Yes No
Sign Erecting, Awnings Decks/Handicap Ramps (plot plan required)
Satellite Dishes/Radio Antenna/Cell Towers (plot plan required)
Other
Utilities: Public Water: Yes No Private Well
If yes, responsible entity: Blair OPPD Line Kennard
Agreement needed: Date Agreement Received:
Public Sewer: Yes No Septic Drawing Provided:
If yes, responsible entity: Blair Kennard
County Road Permit Required: Yes No Submitted: Yes No
Additional Description of project if necessary:° (d
A , A d3 s_ , � �"e� ���� k,���. r �s.9 F � s. 4 a,� �,.1r 6 ��� x 3 _, ,v_, �s
Project Information:
Job Address:
Legal Description (if applicable) - j /1 m 6 /
Owner: Address: Phone#:
Contractor
Address:
Email Address for Contractor:
Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic systems. By my signature
below, I acknowledge this building permit application does not constitute issuance of this building permit. I further agree that
construction covered by this permit application shall not be commenced until I have received a copy of a permit signed by the Building
Inspector. I hereby agree to perform the proposed work in accordance with the specifications set forth above and in accordance with the
ordinances of the City of Blair and the State of Nebraska. I understand that this permit is void if work is not commenced within
f> 180 d ys or is not pleted within two (2) year° ofAat of issue.
_ s
ign "ture of Owner/contractor Date
For Building Permits other than One & Two Family Residential Structures:
j,hereb acknowledg nd agree that I have/will submit a set of plans for this project to the Nebraska State Fire Marshal's Office for
Revie
inn ure ofOwner/C tractor _ ,y Date
-e
` c 1
Phone #: 'b -� 't
1r
�
Cell #:
Email Address for Contractor:
Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic systems. By my signature
below, I acknowledge this building permit application does not constitute issuance of this building permit. I further agree that
construction covered by this permit application shall not be commenced until I have received a copy of a permit signed by the Building
Inspector. I hereby agree to perform the proposed work in accordance with the specifications set forth above and in accordance with the
ordinances of the City of Blair and the State of Nebraska. I understand that this permit is void if work is not commenced within
f> 180 d ys or is not pleted within two (2) year° ofAat of issue.
_ s
ign "ture of Owner/contractor Date
For Building Permits other than One & Two Family Residential Structures:
j,hereb acknowledg nd agree that I have/will submit a set of plans for this project to the Nebraska State Fire Marshal's Office for
Revie
inn ure ofOwner/C tractor _ ,y Date
ZONING REVIEW:
W9T1Tr1T-�I; • • 4UF"1 limit=-
Current Zoning:Conditional Use Permit Required: Yes No
Date CUP Approved:
State Fire Marshal Required: Yes No Variance Required: Yes No
Minimum Setbacks: Front 74
Seco d Front Side Sideeae
Lot Square Footage:
Length x Width: Lot Coverage %'!
Driveways/Sidewalks:
Sidewalk required: Yes NoSidewalk Waiver: Yes No
Date Waiver Approved:
Preexisting Garage requires driv wa o be less than 3' from property line: Yes
Approved by:
Flood Plain: Yes No
If yes, specify special requirements:
BUILDING INSPECTOR REVIEW:
Number of Stories
One Two Three Four >Four High Rise (>75 ft)
Type of Residential Structure:
Ranch Two Story Split Entry
Rooms Bedrooms Bathrooms
Egress in Basement: Required: Yes No
Sleeping Rooms Living Area
Sauare Footage:
Raised Ranch
Fireplaces
Other
Gas Electric
Provided on Plans: Yes
Other Egress
Hal
Main Level: Second Level Third Level
Basement: (Unfinished) (Finished)
Garage: 2 bay 3 bay 4 bay 5+ bay
Detached Garage: Pole Barn:
Addition: Remodel:
Porch: Front Rear Side
Deck that affect setbacks: Rear Front Side
Occuaancv Classification:
Assembly, theaters, with stage Assembly, theater, without stage
Assembly, nightclubs Assembly, restaurants, bars, banquet halls
Assembly, churches Assembly, arenas
Assembly, general, community halls, libraries, museums
Business Educational Factory and industrial, moderate hazard
Factory and industrial, low hazard High Hazard, explosives
(section continued on next page)
High Hazard HPM
Institutional, incapacitated
Institutional, day care facilities
Residential, multiple family
Residential, care/assisted living facilities
Institutional, supervised environment
Institutional, restrained
Mercantile Residential, hotels
Residential, one- and two-family
Storage, moderate hazard Storage, low hazard Utility, miscellaneous
Is building required to be protected by automatic fire sprinkler system?"
No
Only partially in some areas or rooms Please Specify
Yes If yes, the standard to which the sprinkler system will be designed:
NFPA 13 NFPS 13R NFPA 13D
Driveway Grade: 20% grade or less? Yes No
(Dale will review new residential construction. AI will review all second access requests and industrial and
commercial driveway requests)
Required Off Street Parking:
Permit Fee Calculation:
Building Permit Deposit Fee:
Commercial, new homes and residential
additions/remodels/accessory buildings valued $10,000 or greater $
Fee - $500.00
Residential additions/remodels/accessory buildings valued under $10,000 $
Fee = $200.00
All other permits Fee = $50.00 $
RESIDENTIAL - NEW CONSTRUCTION:
Permit fee is:
Finished sq/ft area X $92
(not including finished basement area)
Finished basement sq/ft area X$56
Unfinished basement sq/ft area X $29
Garage sq/ft area X$25
Total Valuation:
Total Valuation
Issuance Fee:
Multiplied by 0.006 =
$ 25.00
Total Permit Fee = Deposit + Permit Fee + Issuance Fee $
esV—industrial/Educational/Assembly/Factory/Storage/Utility
*Porches with roofs/screened patios are considered additions
Construction valuation computation: Sq/ft area X $63
Except for the following:
Accessory Buildings & Interior Remodeling Projects: sq/ft area X $43
Pole barns with no hard surface floor: sq/ft area X $25
Sign Erecting/Awnings and Decks/Handicap Ramps: sq/ft area X $25 (Minimum
valuation of $2000)
Construction valuation computation:
Finished
sq/ft area a
gym„ x $
$
Construction
valuation is ...................................Permit
fee is:
$0
TO$50...........................................................$0
$51
TO $500 ........................................................ $25
$501
TO $2,000........................................................$25
+ $3
per additional $100
$2,001
TO $25,000........................................................ $70
+ $13
per additional $1,000
$25,001
TO $50,000......................................................$370
+ $10
per additional $1,000
$50,001
TO $100,000......................................................$620
+ $7
per additional $1,000
$100,001
TO $500,000......................................................$970
+ $5
per additional $1,000
$500,001
TO$1,000,000..................................................$2,970
+ $4
per additional $1,000
$1,000,001
AND OVER..................................................$4,970
+ $3
per additional $1,000
Permit Fee calculated from chart above $e3a0
Issuance Fee: $ 25.00 m m 0
Total Permit Fee = Deposit + Permit Fee + Issuance Fee $00
Additional Comments:
Approved by:
Date:
Contingent On Approval by Fire Marshall
Meet IBC, IPC, IMC and NEC Code Requirements
Sleeping Rooms below Story and in Basement required to have egress
For Office Use Only
Date Permit Paid.
Permit Fee:
Deposit Amount
Receipt #
Deposit Paid by for return to:
Building Inspection Pouch given: Yes No
i��Wlffi
RECEIVED OF:
ADDRESS
CITY, STATE, ZIPCODE
THANK YOU KEEPTHIS COPY FOR YOUR RECORDS.
NO
RECEIVED BY
Pounds Printing, Blair, NE 68008
ml u z 0 z "110 % *1
GiTy 0� BLAIR V)
NEBRASKA
APPROVED
PLANNING
---- -- ----
FIRE DE
0
FILE Copy
ADDRESS—� ?,�- S - ILP Cr
,PERMIT NO:
I ml W-l—*vl`w.Xlq-
OF A VIOLATION OF THE
CODE OR OF OTHER OP
ail �II
JURISDICTION.
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IN
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Component Specification (Post -in -Ground Column)
Cable Truss
Loadings are dependent on
Truss Style specified and bay spacing
2x4 Purlins (x,24"o.c. 25 hi e �4
M Beveled
f arae Purih 2x4 Lower Chord
Stabilizers.
w�
24 C3irts
E
(See chart for
numb. er & spacing)
MI,G Optional 4" Concrete Floor
Treated Plank
A= Interior Clear height (IGH) ` 1.2" Heel on spans 36' and under
B = Eave he (Top of truss) 13" Heel on spans over 36'
iJ = Hole depth.(including foolting)
D Girt spacing
E = Column iength
denotes spliced column)
ES `ans less tiianop
e . a1 6 y �1 h . �
5'-3" 1
Mt . u .. ,
Note — Number of rows and standard girt spacing may be
affected by such items as overhangs, insulation, wainscoting,
eave lites, etc.
7'-4"
8'-4"
5'-6"
2
2'-31/2" "
14'
8'-4"
9'-4"
4'-6"
3
1'-10'/4"
14' .
9'-4"
10'-4"
5'-6"
3
2'-11/4"
16'
10'-4"
11'-4"
4'-6"
3
2'-4'/4"
16'
11'-4"
12'-4"
5'-6"
4
2'-0"
18'
12'-4"
13'-4"
4'-6"
1 4
2'-21/4"
18'
13'-4"
14'-4"
5'-6"
4
2'-41/2"
20'
14'-4"
15'-4"
4'-6"
5
2'-1"
20'
15'-4"
16'-4"
5'-6"
5
2'-3"
*22'
16'-4"
17'-4"
4'-6"
5
2'-5"
*22'
17'-4"
18'-4"
5'-6"
6
2'-13/4"
*24'
18'-4"
19'4"
4'-6"
6
2'-31/2"
*24'
19'-4"
20'-4"
T-6"
6
2'-5'/4"
*26'
20'-4"
21'-4"
4'-6"
7
2'-21/2"
*26'
Note — Number of rows and standard girt spacing may be affected
by such items as overhangs, insulation, wainscoting, eave lites,
etc.
7-4"
8'-7"
5'-3" 1
2
2'-41/2"
14'
8'-4"
9'-7"
4'-3"
3
1'-11"
14'
9'-4"
10'-7"
5'-3"
3
2'-2"
16'
10'-4"
11'-7"
4'-3"
3
2'-5"
16'
11'-4"
12'-7"
5'-3"
4
2'-01/2"
18'
12'-4"
13'-7"
4'-3"
4
2'-3"
18'
14'4•
15'-7"
4'-3"
5
2'-11/2"
20'
16'-4"
17'-7"
4'-3"
5
2'-51/2"
*22'
17'-4"
18'-7"
5'-3"
6
2'-21/4"
*24'
18'-4"
19'-7"
4'-3"
6
21-4"
*24'
19'-4"
20'-7"
5'-3"
6
2'-53/4"
*26'
20'-4"
21'-7"
4'-3"
7
2'-23/4"
*26'
Page CE -4
July 2008
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2x4
Lower
Chord
Stabilizer
1 60d Nail
10d Nails When lower chord stabilizer
crosses truss, use (1) 60d
2) 10d Nails nail through top of LC Stab
toenailed and (1) 10d nail toenailed
to lower chord of truss.
When lower chord stabilizers
lap on truss, use (1) 60d
nail through top of each
LC Stab, (4) 1 O nails to
tie LC Stabs together, and
(2) 10d nails toenailed to
lower chord of truss.
2x4 Lo
at eac
,Od Nail
<4 LC Stab
(1) 10d Nail
Girt in
endwall
truss (3) 10d Nails
2x4 Scrap Nailer
2x4 Lower Chord
Stabilizer
10d Nails
Lower chord of
endwall truss
Lower Chord Stabilizer
Attaching to Endwall
LC Stabibzer.dwg
(ve)muff Elm
Buildings®
3 P -'q -Ws
lord
Lower Chord Stabilizers are to be placed 10'
o,c. MAX, unless specified otherwise on
construction drawing or truss drawing,
On Buildings with extra rows of lower chord
stabilizers priced in, Lower Chord Stabilizers
are to be placed 6' o,c. Max
LCStab
By: JK Lower Chord Stabilizers
Date: 12-21-94 Scale: L A. Construction Manual Page: Construction
,,Da"!
Date: 3/246/073 CB, Scale = 1'=3/16"
Page:
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2X4 Corner Bracing is positioned from the top of the highest 2x6 girt
down to 2x8 T&G treated 2" above 100' mark on all eave heights
as indicated on chart below.
(4) 10d nails at each connection.
*Corner Braces not required for clear heights less than
10'-4", unless otherwise specified on plans.
See price book for options to add or convert to 2x6.
2x4 Corner Bracing is installed in all corner
bays (8 bays per building) unless a door or window fall
in that corner bay; if so, install Corner Brace in very next bay.
USE THIS CHART UNLESS PLANS STATE A DIFFERENT CORNER BRACE LAYOUT.
CORNER BRACING JART
* Interior Clear ght (ICH)
BAY 7'— 4 8 —4" 9'-4" 10'-4"
1 1'-4"
12'-4"
13'-4"
14'-4"
15'-4"
16'-4"
17'-4"
18'-4"
WIDTH 7'-1" 8'-1" 9'-1" 10'-1"
11'-1"
12'-1"
13'-1"
14'-1"
15'-1"
16'-1"
17'-1"
18'-1"
6' 8' 8' 9' 10'
12'
12'
14'
14'
14'
16'
16'
18'
7' 9' 9' 10' 12'
12'
12'
14'
14'
16'
16'
16'
18'
8' 9' 10' 10' 12'
12'
14'
14'
14'
16'
16'
18'
18'
9' 10' 12' 12' 12'
14'
14'
14'
16'
16'
18'
18'
18'
10' 12' 12' 12' 14'
14'
14'
16'
16'
16'
18'
18'
20'
1 1 ' 12' 12' 14' 14'
14'
16'
16
16'
18'
18'
18'
20'
12' 14' 14' 14' 14'
16'
16'
16'
18'
18'
18'
20'
20'
Comer Braeing.dwg
MW EVAVEW
Buildings®
View: eorbrace
Drawn By: MjW
Origin Date: 03-07-95
Revision Date: 4/5/01 AW
48
Scale = V=1/4"
Corner Bracing
Construction Manual Page: Construction D tail Packet Page:
2nd
Refer to Floor Plan
for number of Jack
Braces Required.
Jack Bracing is not
needed on Buildings
with Ceilings or Ceiling
Runners
SII Column
sion
Nail 2x4 to top of 2x6 w/
(1) 10d Nail every 16"
2x4
Scrap Steel Banding
(3) 16d Nails toenoiled
(4) 16d Nails
Top chord of first
> interior truss—
A
Sidewall Column
A��
?x6
•V•
Endwall Truss
dwall Column Ext.
2x4 & 2x6 Jack Brace —, ( )
Material List 2x4 2x6 Len the rit
fQ ID X Y Z 8' 1 1 9' 1 4' 1 R 1 R' 20'
Scale: 7 V Construction Manual
Scale
6 16d Nails
X i
Steel Bonding: Use scrap an shipped
as strapping. Extend banding 18" down
jack bracing & to edge of top chord of
truss. Nail w/ (6) 1 1/4" stormguards
along top 2x4 of jack bracing & top
chord of truss.
J3Ck BT1C171�
Ile: F:\...\Jack Bracing.dwg
View:
Jack
Wick Drawn By; RR
0 n„IIr•___� OrioinDate: vi -i1 -VV
6UIIU1111�5-
Revision Date:
Page: Construction Detail Paclzet Page:
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(2) 2X4X8" —
TREATED BLOCK
W/(3) 1 O
' _ 4"
BUILDING SPECS
TRUSS
RAFTER
COLUMN
—
ROW
TRUSS
(2) 1/2' BOLT
HEIGHT
2—P
TR S
LENGTH
HIGH SID
GIRTS
1\
\
(4) 16D NAILS
PER SIDE
14'
(2) 1/2" BOLT
2
RAFTE
(1) /2" BOLT
\
12,, I
/
/
�
TRUSS TO
(8) TOTAL
3 PLY COLUMN
TRUSS T
(8) 16D NAILS
3 PLY COLUMN
RAFTER TO
16D NAILS
OW SIDE
COL MN
16'
5'-3"
COLUMN
CONNECTION
COLU
ON ION
10'-4"
COLUMN
CONNECT N
(2 PL 3 PLY,
OR SOL )
3
STANDARD INSTALLATION
OF TRUSSES
INSTALLATION
OF TRUS S
ST DARD INSTALLATION 0
N CH OUTSIDE &
MIDDLE P AND
L RAFTERS
NOTCH OUTBID
SET TRUSS IN NOTCHED MIDDLE PLY
4'-3"
4
14'-7"
SET TRUSS
IN NOTCH
P Y AND SET RAFTER IN NOTC
2
Z-
(2) 2X4X8" —
TREATED BLOCK
W/(3) 1 O
' _ 4"
BUILDING SPECS
EAVE
ICH
COLUMN
HOLE #
ROW
HEIGHT
LENGTH
DEPTH
GIRTS
(3) 16D NAILS
8'-7"
7'-4"
14'
5'-3"
2
(2) PLACES
9'-7"
8'-4"
14'
4'-3"
3
10'-7"
9'-4"
16'
5'-3"
3
11'-7"
10'-4"
16'
1 4'-3"
3
GIRT, BEVELED
12'-7"
11'-4"
18'
5'-3"
4
PURLIN, OR T&G
PLANK
13'-7"
12'-4"
18'
4'-3"
4
14'-7"
,-4„
_ „
15'-7"
14'-4"
20'
4'-3"
5
16'-7"
15'-4"
22'
5'-3"
5
(3) 16D NAILS
17'-7"
16'-4"
22'
4'-3"
5
(1) EA LAMINATE
18'-7"
17'-4"
24'
5'=3"
6
COLUMN
19'-7"
18'-4"
24'
4'-3"
6
(SEE FLOOR PLAN
20'-7"
19'-4"
26'
5'-3"
6
FOR SIZE)
21'-7"
20'-4"
26'
4'-3"
7
100'-0" MARK
0 1 4"X4"
PRECAST
FOOTINGS
WG" ,Section over36 I>aGround,dwg
View: Section
® Drawn By: CAH
ick
Buildings' nr;o n Date: 5-25-00
Rev ebecie by: Date: Revision Date: 3/26/03 C
GIRT
SPACING
2'-4 1/2"
1'-11"
2'— 2'
2'-5"
2'-0 1/2"
2'— 3'
2 5 1/4„
2-
2'-3 1 /2"
2'-5 1/2"
2'-2 1/4"
2'-4"
2'-5 3/4"
2'-2 3/4"
LBYSUCH
STANDARD GIRT SPACING MAY BE AFFECTED
ITEMS AS OVERHANGS, INSULATION,COTING, EAVELITES, ETC. SEE ACCOMPANYING
S FOR THESE SPECIAL SITUATIONS.
wick Gable Building Specifications
Over 36' Span In Ground
Scale: 30 �1('_n.trj_±;on ivlanoal Page 1('—+—c6on Detail Pack.Pave:
DO NOT SCALE I
111SIF 0.1 1
.If
AoAl"w r
J7�0,e%3
se
Aa/w 61-v
f�
CITY OF BLAIR ® APPLICATION FOR BUILDING PERMIT
�•gpam=a°Q Permit
I wyy
Date: Approximate Completion Date: '� 1
Site Plan Attached: `REScheck Attached: Complete Plans Attached
Application for: Residential Commercial/Industrial r✓
New Construction ✓ Manufactured Home Modular
Move -on: Home Accessory Building Other
Remodel Addition
Accessory Building: Garage Pole Barn Other LJ' Ll W5
Floor Type: Dirt Concrete ✓" Electricity: Yes No
Sign Erecting, Awnings Decks/Handicap Ramps (plot plan required)
Satellite Dishes/Radio Antenna/Cell Towers (plot plan required)
Other
Utilities: Public Water: Yes No `� Private Well
If yes, responsible entity: Blair OPPD Line Kennard
Agreement needed: Date Agreement Received:
Public Sewer: Yes No Septic Drawing Provided:
If yes, responsible entity: Blair Kennard
County Road Permit Required: Yes No Submitted: Yes No
Additional Description of project if necessary:
�- n, a /J ;X(L.' , n P.!\�{,Y) 1IJ Cil Q --,, rJ Y__ -- 0 r A .gym 0 � ®r` /2 .x 1
Project Information:
Job Address: 9-'7 9— -5 s
Legal. Description (if applicable) e
Owner: PAe_k4y Address:
a b Y14&,I I G
Contractor: rkXS-PH
Address: 3 ��o'� `ST
Email Address for Contractor:
Phone#: �� (__?d,��%
Phone #: V1 b _V VV 0
Cell #:
Separate permits are required for electrical, plumbing, hearting, ventilating and air conditioning, and septic systems. By my signature
below, I acknowledge this building permit application does not constitute issuance of this building permit. I further agree that
construction covered by this permit application shall not be commenced until i have received a copy of a permit signed by the Building
Inspector. I hereby agree to perform the proposed work in accordance with the specifications set forth above and in accordance with the
0 ordinances of the City of Blair and the State of Nebraska. I understand that this permit is void if work is not commenced within
180 d ys or is not r4mpteted within two (2) year5.of W of issue. Z19
For Building Permits
than One & Two Family Residential Structures:
agree that I have/will submit a set of plans for this project to the Nebraska State Fire Marshal's Office for
of Owner/Codtractor Date
CITY Of t)LAIQ-
U01412:14 V &I k 1&111:2
This supporting document includes information dealing with particular code
requirements and/or roofing permit requirements. It in no way includes ALL particular
code items. Also, it is your responsibility to know the 2006 International Building
Code requirements that apply to your project. Please understand this document is only
designed and distributed to aid you in your roofing permit process. A copy of the
International Building Code is available for your use at the Blair Public Library.
I have read the above disclosure and accept this building permit documentation on my
own behalf assuming full responsibility as the owner/contractor for this project.
Owner/Occupant
City of Blair
Date
218 South 16th Street • Blair, Nebraska 68008 • 402-426-4191 > Fax 402-426-4195 - E-mail cityofblair@ci,blair,ne.us oPooA. x"
NI 01111--
A $500.00 refundable deposit is being collected for any new commercial, new
residential, and any additions, remodels and accessory building valued $10,000 or
greater at the time of your building permit application.
A $200.00 refundable deposit is being collected for any residential remodel,
addition or accessory building valued under $10,000.
A $50.00 refundable deposit is being collected for all misc. permits.
The City reserves the right to not refund this deposit if any of the following
conditions occur during the construction period:
1) Theft of water service by the plumber, owner or, general contractor.
2) All permits have not been obtained.
3) All required inspections have not been obtained.
4) Occupancy occurs prior to a final inspection.
5) The project is completed without a final inspection being done.
6) Storm Water Management Plan inspection not obtained. (If Required)
If any or all of these situations occur during construction, you may forfeit your
deposit.
I hereby agree to the above conditions, and understand that should any or
all of the above situations occur, the building permit deposit SHALL be forfeited or
discounted upon the discretion of the City of Blair, Building and Inspections
Department.
City of Blair
nates
NFPX
6/29/2010 1 M 06085-10
Jerry Jorgensen
Jorgensen Contracting, Inc.
530 Front St.
Blair, NE 68008-
(402) 426-4440
NEBRASKA STATE FIRE MARSHAL
PLANS DIVISION
Michail Borer Warehouse
575 South 1 st St
Blair 68008-
Your items have been reviewed for compliance with the Nebraska State Fire Marshal Act.
■ ».�,.... s�,„„a. �v�� .ter-��a.._a�...r..rs.��,, ,._ .,,.�;:.�, �_ ..>�'.: � �� �:,�,�.. r�� w,,., - ,a c... _ . , -=t^ 1. .r.�..._ �ak�r ,.�. ',� .�..�-�;- ::::- � . „ _ �,, .� ,�.,,_k
REMARKS:
Plan review is for a new storage building.
1. Every building or structure used for storage shall have not less than two separate means of egress.
The walk doors shall be located not less than 45 feet away from each other. LSC 42.2.4.1
2. Interior and exterior illumination shall be provided leading to each exit and extending outside of the
building to a public way. LSC 42.2.8
3. Exit signage shall be provided. LSC 42.2.10
This code review does not determine compliance with the State of Nebraska Accessibility Guidelines.
This determination shall be done by the local jurisdiction in which the project is
located.
cc. Blair Codes
District B
Page 1 of 2
SIGNED:
PLEASE CONTACT OFFICE INDICATED BELOW FOR A FINAL INSPECTION.
FINAL 0 ITE APPROVAL IS REQUIRED PRIOR TO OCCUPANCY OR USE.
e,� Jim Kenney
Reviewed By: Main Office
246 South 14th Street
Lincoln, NE 68508-1804
(402) 471-2027
Contact for Inspection: District B
438 W Market
Albion NE 68620-1241
(402) 395-2164
6/29/2010 1 M 06085-10
Jerry Jorgensen
Jorgensen Contracting, Inc. Michail Borer Warehouse
530 Front St. 575 South 1 st St
Blair, NE 68008- Blair 68008- f f
(402) 426-4440
Your items have been reviewed for compliance with the Nebraska State Fire Marshal Act.
Final Architectural Plan
Alt Phone: Email:
Occupancy Type: Storage Construction Type: Post Frame
Estimated Start Date: 7/1/2010 Estimated Completion Date: 11/1/2010
Fire Protection Features:
Sprinkler Total ❑ Spinkler Partial ❑ Range Hood System ❑ Sprinkler Other:
Fire Alarm Manual Sys. ❑ Smoke Detection ❑ Heat Detection ❑ Fire Alarm Other:
Page 2 of 2
PLEASE CONTACT OFFICE INDICATED BELOW FOR A FINAL INSPECTION.
FINAL OUSITE APPROVAL IS REQUIRED PRIOR TO OCCUPANCY OR USE.
SIGNED: ,/ r-'"� Jim Kennev
Reviewed By: Main Office
246 South 14th Street
Lincoln, NE 68508-1804
(402) 471-2027
Contact for Inspection: District B
438 W Market
Albion NE 68620-1241
(402) 395-2164