MS-2010-00155.tif i
CITY OF BLAIR
218 S. 16TH STREET
BLAIR, NEBRASKA 68008
l ' "" ' Building Permit Application (402)426 -4191 -Phone
_ 9 �' �� �� °�' ��° (402) 426 -4195 -FAX
MS- 2010 -00155 A��� /se of qo www.blairnebraska.org
10/08/2010 bpeterse MISC Commercial October 8, 2010
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LOCATIONOFIMPROVEMENT: 1621 Washington St, Blair, NE 68008
ARCHITECT:
( GENERAL Brian Norton dba Complete Const.
§ ,x. OWNER: Gamut Investment Group Ill CONTRACTOR: 16124 Audrey St
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�x 17011 Cedar Plaza #8b OMAHA, NE 68136
lr Omaha, NE 68130
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NATURE OF WORK PROPOSED USE
Roofing /Soffit/Eaves /Gutters Commercial Building
PROJECT NAME PERMIT EXPIRES 10/07/2012
1621 Washingtoril 01 008-Roof
ESTIMATED COMPLETION DATE 2010 -10 -08 j
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DESCRIPTION OF WORK
Section of Roof repair with new rubber membrane over the top.
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DEPOSIT PAID BY: SITE PLAN SUBMITTED: NA
Contractor
REScheck /COMcheck SUBMITTED: NA
DEPOSIT STATUS: BUILDING PLANS SUBMITTED: Received
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1. No work will be started before a permit is ISSUED AND POSTED.
2. For commercial permits, a set of plans for this project must be submitted to the Nebraska State Fire Marshal's Office for review.
3. Separate permits are required for electrical, plumbing, heating, ventilating and air conditioning, and septic system.
4. The undersigned owner or agent understands and acknowledges this building permit application does not constitute issuance of
this building permit. It is further understood that construction covered by this permit application shall not be commenced until a
copy of a permit signed by the Building Inspector is issued.
5. The undersigned owner or agent agrees to perform the proposed work in accordance with the specifications set forth above and
in accordance with the codes /ordinances of the City of Blair and the State of Nebraska. Any omission of or misrepresentation of
fact with or without the intention of the undersigned or any alteration or change from this application without approval of the
Building Official, shall constitute sufficient ground for the revocation of any permit issued which was based on the approval of this
application.
Signature of Applicant Date
10/08/2010 09:59 FAX 4029336276 BRIAN NORTON 10002
,9ep 25 10 02 :59p Darin Engel 402 - 493 - 3085 p.2
BRIAN N016 'ON 7 -26-10
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Member Data
Description: Member Type: Joiel Appllcatlon: Roof
Top Lat Bracing: C onlinuous Slops: 1 .00 1 12
Bottom Lateral Bracing: Continuous
standard Load: Moisture Condition: Dry Building Codes: IBC IRG
Dead Load: 20 RSF Deflection Criteria: LJ240 live. 11180 total
Snow Load: 5 F'SF Oeek Connection: Nailed
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Bearings and Reactions
Location types Input Length Min Required Ora4lty Reoction Gravity Uplift
1 o' 0.000" Wall 3.040 1,750" 69
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2 19' 8,7 Wall 3.500 1,7 —
maximum Load Came Reactions
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oearrd Snow
1 2829- (198p10 30141(202pll)
2 2620(196 381 298 1
Design spans
10' 7.502'
Actual Length
20'1.812"
tjroducl: VowrerJoict /1o180 11718" 16 -0" 0.0.
Component Member Dasigre has Passratt Design 1Checks •`
❑Deign asnames eeutlhuaus 19toral bracing #1or1g that lop 4hard,
Design asaurnes eominu4ua lateral braking aiorrg the bottom ehere.
1,446ml isupp+4rt Is requlmd at Each bwring.
,Allowable Stress Design
Actual pllomble Capacity Location Loading
Positive Marriant $794,'# $6352# 58% 9,71' Told load D +5
$hear 1351,# 163:317 39% 0` Total load D +S
Eno Rea tin 65314 1577.4 41 D' Total load a +.$
TL Deflection 015OXY' 1.3067" 1. 1386 0.7&' `total load 0 +6
LL Deflection 41.3849" o.0615 Lf645 0,78' Total load 8
4:o11ttDt pea., Moment
DDLs: Live =100 /6 6nowm115 Rcpt -12e% wnd- - 160%
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