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Blair Building Permit Detail
Permit #: 12977 Issued:
Completed:
Location: 250 S Industrial Park Dr
Owner: Terra Nitrogen
Address: 250 S Industrial Park Dr
5/7/2008
2/27/2009
Type: Patios/Driveways/Excavation & Curb Grind
Valuation: 100000
Blair, NE 68008
Phone: 402 426 4164
Permit Fee: 35
Issue Fee:
Deposit Amt.:
Receipt #:
Section:
Subdivision:
Township:
Range:
Lot:
Block:
2 Concrete pads to be bases for 2 coolers and 2 compressors
Contractors
Terra Nitrogen
Fremont Electric, Inc.
Remarks
General Contractor
Electrical Subcontractor
Permit #
E2901
Issued
6/9/2008
8/1/2008 OEM
2:00 p.m. pressure at #342
2:24 p.m. bleed line down to #330
3:19 p.m. bleed line down to #335
10/22/2008 OEM
Failed not complete. Equipment on site yet.
2/5/2009 OEM Not Complete. 30 days per Herb. Changed completion date to 3-5-2009
Inspections Date By
5/20/2008 OEM Footings Pass
5/22/2008 OEM Footings Fail
5/23/2008 OEM Footings Pass
6/13/2008 OEM Electrical Rough-ins Pass
7/2/2008 OEM Electrical Permanent Service Pass
8/1/2008 OEM Status check Pass
8/1/2008 OEM Status check Fail
10/22/2008 OEM Final Inspection of Project Fail
2/5/2009 OEM Final Inspection of Project Fail
2/27/2009 OEM Electrical Final Pass
2/27/2009 OEM Final Inspection of Project Pass
1 3
ELECTRICAL PERMIT APPLICATION
Jurisdiction of City of Blair, Nebraska
218 South 16th Street
I(~ 'I ~V\@ ~ rellh blVt e It'd r~ ,-) 11\ c. . Cov i11 Blair? Nebraska 68008
Fax (402) 426-4195
(402) 426-4191
Permit Fee: $
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o NEW COMMERCIAL 0 REMODELING/ADDITIONS 0 UPGRADE SERVICE
Ct n J I). (:~ f 0 'h
Completion Date ., - I A 0 ll'
ELECTRICAL PERMIT FEES
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Application Date:
Job Address
Service Fee = (Amp Fee + 2.00 per branch circuit)
1-100 Amp Fee... ................ ....$13.00
101-200 Amp Fee..................... ..$18.00
201-300 Amp Fee...... ............... ..$30.00
301-400 Amp Fee...... . ., ......... .... .$42.00
401-500 Amp Fee.................... ...$55.00
501-600 Amp Fee..................... ..$67.00
601-700 Amp Fee...... ,................$80.00
701-800 Amp Fee...... ,............. ...$92.00
801-900 Amp Fee..................... $1 05.00
901-1000 Amp...................... ..$117.00
IF OVER 1000 Amp
1 st 1000 Amp Fee............... ...$117.00
Each additional 100 Amps... ......$13.00
Notice
I hereby certifY that I have read and examined this
application and know the same to be true and correct. All
provisions oflaws and ordinances governing this type of
work will be complied with whether specified herein or
not. The granting of a permit does not presume m<;give
authority to violate 01' cancel1he provisions of any other
state or local law regulating construction 01' toe' !
f1Cl ,.,
performance of construction. ' "
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E 2901
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Upgrade Existing Service... ... ... ... .$10.00
TemporalY Service....... ..... ........ $10.00
Fire Alarm System... ... ... ..... .......$10.00
Signs................................. .....$15.00
Miscellaneous Apparatus......... .....$11.00
AC/DC Circuit... .... ........... ... ......$5.00
Commercial/Multi Family and All Pfgrades:
# of Circuits x $2.00 J Y -
Amp Fee -5'"07 ~
Amp Fee + Circuit Total
New Residential: (Finished Area)
Single/Two Family Dwellings
sq. ft. x .045
531
6"-
'-'
Modular/Manufactured Homes... ...$50.00
Receptacle/Switch Outlets
Fixtures x $.75
Smoke Detectors x $3.00
Residential/Commercial Appliance
# Fixed Outlets x $3.00
Motor(s) x $3.00
Power Apparatus (220 Volts)
# Apparatus x $5.00
mit Issuance Fee............ ..... ...$20.00
a1)"'-
t)--
5S"'1$?.
Total
Comment:
WHEN PROPERLY VALIDATED (IN THIS SPACE THIS IS YOUR PERMIT
Approved BY:'rJ
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BUILDING INSPECTION REPORT
D CITY OF BLAIR
D WASHINGTON COUNTY
D OTHER
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TIME INSPECTION REQUESTED'
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PERMIT NO' 1:} 5' 0 I
LOCATION OF INSPECTION'
NAME OF OWNER' ~'T-I}-1V\k...,
CONTRACTOR'
DATE INSPECTION REQUESTED'
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TYPE OF INSPECTION REQUESTED: 0 CONFERENCE
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BUILDING: D FOOTING D DECK FOOTING D FRAMING 0 DRYWALL D FINAL D PARTIAL
COMMENTS:
UTILITIES: D SEWER TAP D SEWER D SEPTIC D WATER TAP D REMOTE 0 WATER SERVICE
D PARTIAL
COMMENTS:
~
ELECTRICAL: 0 ROUGH IN 0 FINAL D PERMANENT SERVICE 0 TEMPORARY SERVICE D PRECONNECT
o PARTIAL f r"';?<'/
COMMENTS: (dui.t"'\ ,.I )?.7
MECHANICAL: 0 ROUGH-IN
RADIANT HEAT D FINAL 0 PARTIAL
COMMENTS:
PLUMBING: D GROUNDWORK 0 ROUGH-IN D FINAL D WATERMETERINSTALLED 0 PARTIAL
D PRESSURE TEST
COMMENTS:
o OCCUPANCY GRANTED 0 CONDITIONAL OCCUPANCY GRANTED
NOTESIREMARKS'
D STATUS CHECK
PASSED FAILED
o D
PASSED FAILED
o D
FAILED
D
PASSED FAILED
o 0
DATE OF INSPECTION MADE:
FAXED OPPD\BURT REA
TO CONNECT SERVICE: ON
BY
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BUILDING INSPECTION REPORT
~~ITY OF BLAIR
D WASHINGTON COUNTY
D OTHER
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CONTRACTOR' / ""uYdiOn 7' ,?" [,;lei <./(/'~
TIME INSPECTION REQUESTED' '70, I'! . '--~E-RMIT NO' C C2 9' (J J
LOCATION OF INSPECTION; c5Z ")(:J
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NAME OF OWNER' ;{a/i/l a Iv/ 'Ie/! tJc.:;U,/!'1
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DATE INSPECTION REQUESTED' \'} -- 0'/- () 13)
TYPE OF INSPECTION REQUESTED: D CONFERENCE
lOl!~~.w. ...........T:i.:=!&~~~~~, ""~~"" _..:..
BUILDING: D FOOTING D DECK FOOTING D FRAMING D DRYWALL D FINAL D PARTIAL
D STATUS CHECK
'" -'
COMMENTS:
UTILITIES: D SEWER TAP D SEWER D SEPTIC D WATER TAP D REMOTE D WATER SERVICE
D PARTIAL
PASSED FAILED
D D
FAILED
D
ELECTRICAL: D ROUGH IN D
D PARTIAL
SERVICE D TEMPORARY SERVICE D PRECONNECT
FAILED
D
COMMENTS:
MECHANICAL:D ROUGH-IN D AlC D FURNACE D RADIANTHEAT D FINAL D PARTIAL
PASSED FAILED
D D
COMMENTS:
PLUMBING: D GROUNDWORK D ROUGH-IN D FINAL D WATERMETERINSTAtLED D PARTIAL
D PRESSURE TEST
PASSED FAILED
0" D
COMMENTS:
D OCCuPANCY GRANTED D CONDITIONAL OCCUPANCY GRANTED
NOTES/REMARKS'
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BUILDING INSPECTION REPORT
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D WASHINGTON COUNTY
LOCATION OF INSPECTION'
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NAME OF OWNER' ,/~~l/J ?-(,. Il!; l~,'7 C:;JCi-&:l?
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DATE INSPECTION REQUESTED' (/ -- I ~,.. () /':J
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TIME INSPECTION REQUESTED'
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PERMIT NO' {;;'Z cro I
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TYPE OF INSPECTION REQUESTED: D CONFERENCE -~~"1\TUS CHECK
~'==~~A:tt~;s;..~-===~=====~_>-<"","",_",",_''''~~~~~~~~
BUILDING: D FOOTING D DECK FOOTING D FRAMING D DRYWALL D FINAL D PARTIAL PA$SED FAILED
D D
COMMENTS:
C"'r~~o;r...u","~~,,=,"~~~~A;1'~~~
UTILITIES: D SEWER TAP D SEWER D SEPTIC D WATI!R TAP D REMOTE D WATER SERVICE
D PARTIAL
PASSED FAILED
D 0
COMMENTS:
ELECTRICAL: D ROUGH IN D FINAL D PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT
COMMENTS: D PARTIAL ':-i{r){) () ~\D(/t!. 1/?~7 (!A;l(!.tt~j
MECHANICAL:D ROUGH-IN D NC D FURNACE D RADIANTHEAT D FINAL D PARTIAL
PASSED FAILED
D D
COMMENTS:
PLUMBING: D GROUNDWORK D ROUGH-IN D PINAL D WATERMETERINSTALLED D PARTIAL
D PRESSURE TEST
PASSED FAILED
DD
::J OCCUPANCY GRANTED D
GRANTED
COMMENTS:
NOTES/REMARKS'
CITY OF BLAIR - MISCELLANEOUS BUilDING PERMIT ;--0//7
Permit# /011 /
Date: 5~1-08 Approximate Completion Date: 5'''3/-08 Site Plan Attached: ~
Estimated Valuation of Project: lOt) 0 r () c.> 0
.
Application for:
Permit Fee $2Ojlssuance Fee $20
Fee: $40.00
Sign Erecting, Awnings (Per Sign)
Roofing/Siding/Soffit and/or Eave Repair/Gutters
Window/Door Replacement (Size Change Only)
Egress Window (floor plan drawing required)
Swimming Pools with Fence (plot plan required)
Fences (plot plan required)
Decks/Handicap Ramps (plot plan required)
Satellite Dishes/Radio Antenna/Cell Towers (plot plan required)
Gazebos (plot plan required)
Miscellaneous Building Permits (items not covered by one of the above)
Other
Patios/Driveway Permits/Utility Excavation and Curb Grinding Fee $35
Curb Grind
Length
Utility Excavation
Length Un. Ft.; Width
Type: Water ; Sewer ; Other
.~ -9
Un. Ft
Amount of Bond Posted: Bond Check #
(Curb grind - $9.00 per Un. Ft.; Utility Excavation - $6.00 per Sq. Ft.)
PERMIT RENEWAL FEE:
This fee is based on the amount of the original permit fee and is charged when work is not
completed within two years and the permit expires. Renewals will onlv be allowed with the
stipulation that all exterior site work and outside finish work is completed and interior Iife-
safety issues have been properly address. Permit renewals are for one (1) year, with a
maximum of two (2) renewals for a maximum permit span of four (4) years.
Original permit fee of $0-$50,000 $100.00 $
Original permit fee of $50,000 - $100,000 $150.00 $
Original permit fee of $100,000 - $500,000 $250.00 $
Original permit fee of $500,000 or more $400.00 $
Issuance Fee:
Total Renewal Remit Fee = Permit Fee/Issuance Fee
Additional Description f project if ~ece~ary: c:? {lcrYlWh
/ c~ y n eX! Co c>-&J ,cl/f/l l d 1 c;J
PROJECT INFORMATION:
Job Address:
I
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131 .
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Legal Description (if applicable) ("to' B 4- '7 -18 .- / ';;; I;; 8 Pet 1 l.f
Owner: Y r...a41 a Ah fA (} ~ Address: cl.5t' J:/n c:/t01A/ df Phone#:
Contractor: Y JM t1 tf!dd<Z:f.l1:J. J /;I..t1/J ;(.u cA..m i>hoii'e #:
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Address:
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
codes/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 days or is not completed within two (2) years of date of issue.
-.s-~ /,- oef
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Date
For Office Use Only
WHEN PROPERLY VALIDATED (BELOW) THIS IS YOUR PERMIT
Date Permit Paid: S 9-013 Receipt# ~;JI/t) 7Approved bYi..1( 1?c.4,f~
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BUILDING INSPECTION REPORT
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~CITY OF BLAIR 0 WASHINGTON COUNTY 0 OTHER
LOCATION OF INSPECTION' c250 I:/-naMlc/v~J ~,tl: j,~ '
NAME OF OWNER~76vl t:(/ /\./..../ >fA (;'cUr-./ CONTRACTOR' c......yc;'/./11ftJ
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DATE INSPECTION REQUESTED' ,~_) ~;;Z () -'O.c::? TIME INSPECTION REQUESTED' < .:J U PERMIT NO'
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TYPE OF INSPECTION REQUESTED: D CONFERENCE
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D STATUS CHECK
-
COMMENTS:
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UTILITIES: D SEWER TAP 0 SEWER D SEPTIC D WATER TAP D REMOTE D WATER SERVICE
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COMMENTS:
ELECTRICAL: D ROUGH IN D FINAL 0 PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT
D PARTIAL
PASSED FAILED
D D
COMMENTS:
MECHANICAL:D ROUGH-IN D AlC 0 FURNACE D RADIANTHEAT D FINAL D PARTIAL
PASSED FAILED
D D
COMMENTS:
PLUMBING: D GROUNDWORK D ROUGH-IN D FINAL D WATERMETERINSTALLED D PARTIAL
D PRESSURE TEST
PASSED FAILED
D D
COMMENTS:
D OCCUPANCY GRANTED D CONDITIONAL OCCUPANCY GRANTED
NOTES/REMARKS'
INS
DATE OF INSPECTION MADE:
FAXED OPPD\BURTREA
TOCONNECTSER~CE: ON
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BUILDING INSPECTION REPORT
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LOCATION OF INSPECTION'
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DATE INSPECTION REQUESTED'-~ ;?;;; - t) fj'
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TIME INSPECTION REQUESTED' I" 00 II . /11. PERMIT NO' / e,?( 7 I
TYPE OF INSPECTION REQUESTED: D CONFERENCE
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BUILDING:~:.fOOTING D DECK FOOTING D FRAMING D DRYWALL D FINAL D PARTIAL
D STATUS CHECK
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COMMENTS:
UTILITIES: 0 SEWER TAP D SEWER D SEPTIC D WATER TAP D REMOTE D WATER SERVICE
o PARTIAL
COMMENTS:
ELECTRICAL: 0 ROUGH IN D FINAL 0 PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT
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COMMENTS:
NOTES/REMARKS'
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FAXED OPPD\BURT REA
TO CONNECT SERVICE: ON
DATE OF INSPECTION MADE:
r--~~~-;---,-,-.------,-.~.~~-c~_~__~---,. ~""""'.~~,....._~~_~~,.~,~.~ ~~ ~ ~....,---.--.. ~.~."".--,-.~~~
BUILDING INSPECTION REPORT
D CITY OF BLAIR
LOCATION OF INSPECTION'
...--~O\..~~ II / '
NAMEOFOWNER.L V ~ C:.". CONTRACTOR'
DATE INSPECTION REQUESTED.C::-:';I 'L<~) I Cis TIME INSPECTION REQUESTED'
D WASHINGTON COUNTY
r; t:,-to
('/) 0/0
[] OTHER "
'1v'1 ct tJSJ-r1aJL. f2-.Q,l,
10 {)/jIV\
PERMIT NO' i ;-'J/} / 1
TYPEOFINSP~CTI9NREQUESTED: D CONFERENCE D STATUS CHECK
=.~=;~ F~
UTILITIES: D SEWER TAP D SEWER D SEPTIC D WATER TAP D REMOTE D WATER SERVICE PASSED FAILED
D PARTIAL D D
COMMENTS:
ELECTRICAL: D ROUGH IN FINAL D PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT
D PARTIAL
PASSED FAILED
D D
COMMENTS:
~~=~~~~~=~~'='Z::.lZ:lI'm:sm:I"~?Zll'l!.:!l;~Zrn:l:;:::'::l:ZJt:%z:zS!;.:::t!;~~~..,.,~
MECHANICAL:D ROUGH-IN D AlC D FURNACE D RADlANTHEAT D FINAL D PARTIAL
COMMENTS:
~~~~~~""=~~~~Z!"".r~..........~ """""''''''''''"''--==-~..=...-~....:a~
PASSED FAILED
D D
PLUMBING: D GROUNDWORK D ROUGH-IN D FINAL D WATER METER INSTALLED D PARTIAL
D PRESSURE TEST
PASSED FAILED
D D
COMMENTS:
D OCCUPANCY GRANTED D CONDITIONAL OCCUPANCY GRANTED
NOTES/REMARKS'
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SENTINEL BUILDING SYSTEMS
P. O. BOX 345
ALBION, NE 68620
(800) 327-0790
ERECTION DRAWINGS
FOR
ZIMMERMAN SALES & SERVICE
P.O. BOX 98
NEOLA, IA 51559
PROJECT:
TERRA NITROGEN CORPORATION
250 INDUSTRIAL PARK DRIVE
BLAIR, NE 68008
I
B24301
I
BUILDING DATA:
Width (ft)
Peak Offset (ft)
Length (ft)
Eave Height (ft)
Roof Slope (rise/12)
Dead Load (psf)
Live Load (psf)
Live Load Reduction
Collateral Load (psf)
Roof Snow Load (psf)
Wind Load
Wind Code
Closure
Exposure
Importance - Wind
Importance - Seismic
Seismic Coefficient
Seismic Zone/Design
I
I
I
-
I
I
-
-
-
Designer = KF
Detailer =
--------------------
DATE:
6/12/08
25
12.5
40
17
2:12
2.200
20.00
No
1
21
90 mph
IBC 06
Closed
B
1. 00
1. 00
0.176
Category =
(Ss*Fa)
A
J
c~ t~~~
1 qr]r1
TERRA NITROGEN CO.
25oINJ~s'R,~L3~~RKNEBRASKA 51 ATE FIRE MARSI-lFAURE.D
BLAIR, NE. 68008 .. .
Plan Submittal Application
~ Main OffICe 0 District 'C'
246 SouU114Uh Street 200 South Silber
LIncoln, NE 68508-1804 North Platte NE 69101-4200
OFC (402) 4i1.2027 OFC (308) 535.8181
FAX (402) 471-3118 FAX (30B) 535-8259
'"
"
-.
Date
hH.p: "'/1 ~..r~',' SfJl1:~B ;lO.'~'
1
Plans Submitted To:
<J..5T Il. (tJ L.. 0 YES
ESTIMATED START DATE ESTIMATED COMPLETION DATE
TYPE OF PLAN 0 Flnat 0 PrelimInary 0 Nebraska Accesslbfllty GUldetfnes {TItle 156) Review
o Ffre Alann 0 Sprinkler 0 Other
NOTE: Fire Alarm and Sprinkler Shop Drawings are to be Submitted as a Separate Review by the Subcontractor
PROJECT DESCRIPTIOI'( [53' New~~I~-e '~r 0 Adartion 0 Alteration
o Remodel 0 Interior Finish 0 Other _
.
TOTAL AREA PER LEVEL- NEWI EXISTING
~ I 3
1 J 4
2 I ~
Range Hood System Other
o Heat Detection 0 other
$ 25,001.00 - $ 50,000.00
PLANS SUBMITTED TO LOCAL AUTHORITY FOR REVIEW (Specify City or Coullty)
8' J <<30 oc; 0 NO Dq YES
'1. STIMATE ST BE INCLUDED FOR PLANS TO BE REVIEWED. ESTIMATE INCLUDES TOTAL VALUE OF ALL CONSTRUCTION WORK
AS WELL AS ALL FINISH WORK, PAINTING, ROOFING, ELECTRICAL, PLUMBING, HVAC, ELEVATORS, FIRE EXTINGUISHING SYSTEMS AND
ANY OTHER PERMANENT EQUIPMENT.
2. FEE SCHEDULE; THE FEE FOR REVIEWING PLANS, BLUEPRINTS, AND SHOP DRAWlNGS TO DETERMINE COMPLIANCE WITH RULES
AND REGULATIONS ADOPTED PURSUANT TO SECTION 81-502 SHALL BE ASSESSED TO THE FOLLOWING SCHEDULE:
TOTAL VALUE OF PROPOSED FEE SCHEDULE-HANDICAP
STRUCTURE OR FEE SCHEDULE - STATE FIRE CODE REVIEW ACCESSIBILITY REVIEW; NEBRASKA
IMPROVEMENT ACCESSIBILITY GUIDELINES
$ 1.00 - $ 5,000.00 $ 5.00 minimum
$ 5,001.00 - $ 25,000,00 $5,00 for the first $5,000.00 plus 2.00 for each
additional $5,000.00 or fraction there of.
$15.00 for the first $25,000.00 plus $2.00 for each
additional $5,000.00 or fraction there of.
S 25.00 for the lirst $50,000.00 plus$1.00 for each
additional $5,000.00 Of fraction there of
$ 35.00 for the fimt $1(lO,OOO.oo plus $1.00 for each
additional $11),000.00 or fraction there of.
$ 50.00 fer the first $200,000.00 plus $1.00 for each
addftlonal $10,000.00 or fractlon there of. However,the
totar fire code review fee shall not exceed $500.00
If "NO" to locaJ review above, add
50% to the fire code review fee,
Total accessibility fee shall not
exceed $250.00
$ 50,001.00 - $100,000.00
$100,001.00 - $ 200,000.00
$ 200,001.00 OR MORE
If construction commences prior
to the submittal of plans, a late
fee of $50.00 shall be added.
FIRE CODE REVIEW FEE
ACCESSIBILITY CODE REVIEW FEE
G'd
9L09-968-Wv
11840+1 l^J q80
808:80 80 80 A8l^J
II
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lBOL T TIGHTENING PROCEDURES
A825 BOLTS
/'-
, DIRECT TENSION INDICATOR TURN-OF-NUT METHOD
BOLT SIZE W SPECIFIED
INCHES INCHES MINIMUM FASTENER BOLT LENGTH BOLT LENGTH BOLT LENGTH
TENSION KIPS .. <=4 Dia. 4 Dia.<=8 Dia. 8 Dia.<=12 Dia.
1,011O 1Jl!.
1/2 7/8 12
5/8 11/16 19
3/4 1 1/4 28 1/3 TURN 1/2 TURN 2/3 TURN
7/8 1 7/16 39
1 1 5/8 51
1 1/4 2 71 .
JOINTS NOT SUBJECT TO TENSION LOADS
JOINTS NOT SUBJECT TO TENSION LOADS need only be tightened
to snug tight condition. This is defined as the
tightness attained by a few impacts of an impact wrench or
the full effort of a man using an ordinary spud wrench..
JOINTS SUBJECT TO TENSION LOADS
Two tightening procedures are specified for A325 Bolts in
joints subject to tension loads, Turn-of-the-Nut Method 0\'
Direct Tension Indicator.
Turn-of-the-Nut-Method - First bring bolts to a "snug tight"
condition to ensure that the parts of the joints are brought
into a good contact with each other. Next, place bolts in
all remaining bolt holes and bring to "snug tight". Then
additionally lighten all bolts by tIle table above -
progressing from the bolts nearest the web, until the bolts
have been tightened to applicable nut rotation. During this
operation there shall be no rotation of the part not turned
by the wrench.
Consult the latest edition of the AISC Manual of Steel
Construction for more complete instructions for installing
high strength bolts.
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STATE OF NEBRASKA - STATE FIRE MARSHAL
246 South 14th Street
Lincoln, NE 68508-1804
ORDER FORM
ORDER NUMBER.. .. . . .. . . .. .. . . .... 061601
DATE OF INSPECTION............. 6/13/08
O~ER................................. 'TE~NITROCJEN
PHONE#/EMAIL... . .. . .. . .. . . . .. ..... 402 426 4164
ADDRESS.............................. BOX 365250 INDUSTRIAL PARK DRIVE
CIT)TITO~........................... BLAIR
COlJ1\rT)T................................ ~ASI1DD\rCJTON
HO~ OCCUPIED..................... NH3 STORACJE TERMINAL
. I I I
DRAWING 2316U-9 Approved pending City Inspector approval and fmal inspection.
DRA WINCJ S9814 Approved pending City Inspector approval and fmal inspection.
TWO BUILDINCJ DRA WINCJS Approved pending City Inspector approval and fmal inspection.
ONE PIPING LA)T OUT Approved pending City Inspector approval, request to know piping size from
the discharge port valve.
Please notify the City Inspector or my self when the piping and equipment and valves are ready for fmal
inspection. Building and grounds will be the City Inspector once the equipment has been installed and
operational and al the piping has been tested for leaks.
Cc/cddf
Cc/fc Blair
Cc/BCI building inspection
cc.jgdf
If you have questions on this Order, contact the District B State Fire Marshal Office at 402.395.2164.
Or mail at: State Fire Marshal Office, District B Office, 438 West Market, Albion, NE , 68620-1241
All items must be corrected to comply with the laws of the State of Nebraska and with rules and regulations adopted by the
Nebraska State Fire Marshal as mandated by Sections 81-502 to 81-541.01
It is the duty of the owner or person in charge of the above-namedfacility or location to immediately take measures to bring
the facility into compliance with state regulations.
~Jt~LL CC~PRECT!ONS SIL\LL BE lVL~DE "t\.ND
UNDER CONSTRUCTION PENDING
ALL ITEMS CORRECTED ON OR BEFORE:
Please return to the Albion Fire Marshal, 438 West Market, Albion NE, 68620-1241.
Has the above listed items been completed within the time limit allotted and agreed upon? YES__ NO
If NO how much time will you need to complete. DAYS Please use back if explanation is needed.
Any damage proximately caused by a failure to remedy the above listed deficiencies shall be deemed to be the sole
responsibility of the owner or person in charge by virtue of this notification and order.
Witness my electronically typed name at Stanton, Nebraska, this 16th day of June, 2008.
,,/ //': ' '-;1 ~ /~."
By: _~...~~;~~__/~::..~,f7"""-A--_F-~- Phone Number: 402 439-2029
DEPUTy'STATE FIRE MARSHAL
Deputy State Fire Marshal Sanford CJoshom #8734 EMAIL sandy.goshom@sfm.ne.gov
State Fire Marshal E-Form 03-2007
Page 1 of 1
Corrections Order
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Ron,
There is going to be some mighty big motors in this location they are putting in a new 2500KVA
transformer there will be two 350 HP electrical motors to run the pumps. I would like to have the
area SEI inspector work with Dale on this one do to the amount of power in use, let me know
thanks, This is not a location to have a melt down with a new service.
Dale
All the piping and location look good I requested a piping size and location of safeties that will
come at a later date. All piping is to be welded and x raid I still want an in line pressure test at 1
time the working pressure and plus % with soap and inert gas ether air or nitrogen for 1 hour, at
or above the pressure they are working with this is not a location where u want a leak, this would
make for a bad hair day. I know the engineer that is doing the work he is out of Okolona and he
know his stuff it's the welder and the valves that will have a failure, I also requested a second exit
do to the danger of a leak and no way to get out if its blocked will u go a lone with that? You may
need to check with the building contractor to insure we have al the exit we need. I would like to
have the SEI take a look at the wiring and switches do to the amount of load as a back up so we
don't miss any thing.
Sanford Goshorn DSFM
Dist B
Albion, Ne 68620-1242
Office 402395-2164 Albion
Home Office 402 439-2029
sandy, qoshorn@sfm,ne.qov
_......"
0W-s~' ... ....
II COLD FORMED STEEL CO~'p~~ENTS ENGINEERING DATA
YIELD STRENGTH = 55.0 KSI TYP.
DIMENSIONS MEMBER PROPERTIES SHAPE Job Number: B24301 DATE:
II SECT. NAME A B C D GA. AREA Ix Iv Se BUILDING Job Name: TERRA NITROGEN CORPORATION 6/11/08
CODE: Job Location: BLAIR, NE 68008 DESIGNED BY:
PCE08256 8 2.5 2.5 .77 16 .82 7.79 .67 1,58 -c--j I IBC 06
PCE08356 8 3.5 3.5 .77 16 .94 9.65 1.52 1.65 Builder: ZIMMERMAN SALES & SERVICE KF
I ] D
PCE08354 8 3,5 3.5 .80 14 1.12 11.41 1.81 2.09 t DESIGN LOADS
PCE08352 8 3.5 3.5 .88 12 1.67 16.92 2.71 3.37
. PCE10356 10 3.5 3.5 .77 16 1.06 16.17 1.63 2.05 LIVE LOAD: 20.00 psf ROOF SNOW LOAD (Pf): 21 psf
PCE10354 10 3.5 3.5 .80 14 1.26 19.14 1,94 2.73 A RIGID FRAME LIVE LOAD: 20 psf ROOF SNOW LOAD FACTORS
PCE10352 10 3.5 3.5 .88 12 1.88 28.46 2.91 4.57 COLLATERAL LOAD: 1 psf GROUND SNOW LOAD: 25.00 psf
. PCE12356 12 3.5 3.5 .77 16 1.18 24.81 1.72 2.47 ROOF DEAD LOAD: 2.200 psf I = 1.00 Ce = 1 Ct = 1.20 Cs= 1.00 Terrain Category: C
3.24 1-+ FRAME SELF WEIGHT: INCLUDED Slippery /Unobstructed Roof: Y
PCE12354 12 3.5 3.5 .80 14 1.40 29.38 2.04 WIND LOAD: 90 mph Rain-on-Snow Surcharge = 0.00 psf
PCE12352 12 3.5 3.5 .88 12 2.09 43.76 3.07 5.91 I-B-j t EXPOSURE: B
, .77 16 1.24 26.91 2.39 2.47 WIND IMPORTANCE FACTOR: 1.00 BUILDING DESCRIPTION
PCE12406 12 4.0 4.0
PCE12404 12 4.0 4.0 .80 14 1.47 31.87 2.84 3.27 INTERNAL PRESSURE COEFFICIENT: +/-0.18
PCE12402 12 4.0 4.0 .88 12 2.20 47.48 4.27 6.17 SEISMIC IMPORTANCE FACTOR: 1.00 SEISMIC DESIGN CATEGORY: A WIDTH: 25 feet
.66 16 .70 4.04 1.12 1.02 SEISMIC COEFFICIENT: 0.176 (Ss*Fa) ASSUMED SITE CLASS: D LENGTH: 40 feet
PZE06256 6 2.5 2.5 OCCUPANCY CATEGORY: \I Normal
- EAVE HEIGHT: 17 feet
PZE07256 7 2.5 2.5 .66 16 .76 5.78 1.12 1.26 Ss= 0.11 S,= 0.04 Sos = 0.12 S01 = 0.06 ROOF SLOPE: 2.0000: 12
PZE07254 7 2.5 2.5 .68 14 .91 6.83 1.33 1.51 SEISMIC RESISTING SYSTEM: Structural Steel System Not
PZE07252 7 2.5 2.5 .74 12 1.36 10.13 2.04 2.58 Specifically Detailed for Seismic Resistance
PZE07306 7 3.0 3.0 .66 16 .82 6.49 1.77 1.31 I-cjy D ENGINEER'S SEAL
PZE07304 7 3.0 3.0 .68 14 .98 7.67 2.11 1.61 ANALYSIS PROCEDURE: Equivalent Lateral Force Procedure
PZE07302 7 3.0 3.0 .74 12 1.46 11.38 3.22 2.68 "\ The index force analysis procedure is used for buildings located
PZE08256 8 2.5 2.5 .66 16 .82 7.89 1.12 1.52 in seismic design category A [Eqn 11.7-1, ASCE7-05 (IBC06)],
in which case Cs and R do not apply and are not used to
PZE08254 8 2.5 2.5 .68 14 .98 9.34 1.33 1,81 calculate the base shear, V.
PZE08252 8 2.5 2.5 .74 12 1.46 13.87 2.04 3.09 A BUILDING FRAMING
PZE08306 8 3.0 3.0 .66 16 .88 8.82 1.77 1.53
PZE08304 8 3.0 3.0 .68 14 1.05 10.44 2.11 1.94 LEFT ENDWALL FRAME TYPE: Bearing Seismic Data ~
PZE08302 8 3.0 3.0 .74 12 1.57 15.51 3.22 3.21 Y RIGHT ENDWALL FRAME TYPE: Bearing Cs R V (k)
PZE10256 10 2.5 2.5 .66 16 .94 13.38 1.12 1.87 INTERIOR FRAME TYPE: 1 rigid frame, clear span N7A N/A 0.0
PZE10254 10 2.5 2.5 .68 14 1.12 15.84 1.33 2.43 D<I--B- ROOF BRACING: Cable Diagonal Bracing N/ A N/A ~~~
2.5 2.5 .74 12 1.67 23.60 2.04 4.22 LEFT ENDWALL BRACING: Cable Diagonal Bracing N/ A N/A 0.0 C
PZE10252 10 RIGHT ENDWALL BRACING: Cable Diagonal Bracing N/ A N/A 0.0 c.o/\. '
PZE10304 10 3.0 3.0 .68 14 1.19 17.57 2.11 2.55 FRONT SIDEWALL BRACING: Minor Axis Bending N/A N/A 0.0
PZE10302 10 3.0 3.0 .74 12 1.78 26.17 3.22 4.36 SACK SIDEWALL BRACING: Minor Axis Bending N/A N/ A 0.0
PES06P04 6 4.0 4.0 .80 14 1.05 6.53 2.27 1.45 LEFT ENDWALL GIRT TYPE: Inset FRONT SIDEWALL GIRT TYPE: Inset
PES07P04 7 4.0 4.0 .80 14 1.12 9.24 2.39 1.79 \--C RIGHT ENDWALL GIRT TYPE: Inset BACK SIDEWALL GIRT TYPE: Inset
PES08P04 8 4.0 4.0 .80 14 1.19 12.51 2.50 2.14 ~D ROOF PANEL: 26 go. R-Loc Panel
WALL PANEL: 26 ga. R-Loc Ponel
PES10P04 10 4.0 4.0 .80 14 1.33 20.86 2.69 2.74 T ROOF PANEL COLOR: Galvalume WALL PANEL COLOR: Desert
SEISMIC RESISTING SYSTEM ABBREVIATIONS: RQOF TRIM COLOR: Brown WALL TRIM COLOR: Brown
OMF = Ordinary Steel Moment Frame COMMENTS
OCBF = Ordinarv Steel Concentrically Braced Frame A
CC Cantilevered Column System Definition of Loading Conditions on Anchor Bolt Reactions Page:
= DL:
DRAWING INDEX ~D Dead Load LL: Live Load CO: Collateral Load WP: Wind Pressure
WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right
PAGE(S) DESCRIPTION PAGErS) DESCRIPTION I- B ==rr Definition of other abbreviations on Anchor Bolt Reactions Page & Anchor Bolt Details:
J - ;)..... COVER SHEET /7- ;).)- GENERAL DETAILS EV: Enolwo.ll REVISIONS
8-~ ANCHOR BOLT PLAN .J.-:3 .;LS- ACCESSORY DRAWINGS S'vI: Siolewo.ll
Rigiol F ro.Me REV I DESCRIPTION 1 DATE I APPROVED
.5 RIGID FRAME SECTION Door Jo.MIo I I I
~-? ENDWALL ELEVATIONS ------- Taking Pride In Building Excellence PACE No.
9-/0 SIDEWALL ELEVATIONS SENTINEl BUILDING SYSTEMS PROJEct 1B2430f
/1 ROOF FRAMING PLAN A IhvtllOll orGlOBAL kusTRICS. UIC. TERRA NITROCEN CORPORA nON
237 SOU7'H 47'H S7'
ADDITIONAL DETAILS ALBION, NE 68620 AODRESS 250 INf)[JSTRIAL PARK lJRIVE DES/CN: KI' /
I,.? - I~ (800) 327-0790 BLAIR- NE 68008 REV:
JOB SPECIFIC DETAILS DA TE: 6/11/08
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# '12 SELF DRILLING
TK2125- 1 1/4" LONG
PANEL TO FRAMING ONLY
NO INSULATION
TK2150- 1 1/2" LONG
PANEL TO FRAMING ONLY
UP TO 4" INSULATION
TK2200- 2" LONG
PANEL TO FRAMING ONLY
4" + INSULATION
# 14 SELF DRILLING
POP-RIVET
LAPTEK- 7/8" LONG
LAP/TRIM SCREW
PANEL TO PANEL
TRIM TO PANEL
1 /8"rtJ ALUMN SLEEVE
WITH STL. MANDREL
ALL TRIM SPLICES
PLAINSMAN
PREFORMED PEAK CAPS
MASTIC SEALANT
ROOF SEAMS
26 GAUGE ROOF PANEL
OAM CLOSURES
26 GAUGE
WALL PANELS
OAM CLOSURES
AKE TRIM
'85 AND HeADER FVU.Y FLASHED
I%~%I
ORNER TRIM
o
ASE TRIM
(OPlnONAL)
NOTE: FOAM CLOSURES MAY DIFFER DUE TO INSULATION AND/OR
OTHER BUILDING OPTIONS
t2
Mr. Goshorn,
Although I don't have the building drawings from the Sentinal Building
Co. as of yet I wanted to get the information I do have to you so there won't be any
mistakes made on our part. The total approved money for the project is $1,883,000.00. I
have enclosed a check for $218.30 to cover the fees.
The overall project includes addition of the following;
Two 500 hp screw type ammonia compressors
Two 825 ton closed circuit coolers
One 2500 KV A transformer provided by OPPD
One 25 x 40 x 17 all steel building for use to enclose the compressors.
New wiring bored in and encased from Industrial drive to the transformer near the
compressor building.
Associated piping and wiring as needed for plumbing and electrical connection of the
new equipment.
This equipment will be used to handle the extra load coming in from the NuStar pipeline
system across highway 30 :from here. If you recall we pressure tested the connection
between NuStar and our terminal last June.
Herbert Townsend will be here to begin installing our new equipment, piping, etc. on
June 23rd 2008 and will stay through completion of the project.
The boring of the new wire service will begin very soon.
If there is anything I've omitted please let me know. I will get a copy of the building
drawings to you as soon as I get them. Anything you can do to help us get this done
according to standards will be greatly appreciated.
We have a target date for completion of July 21 st but are trying to make it by July 15th.
Thanks,
Herb Riechmann
~
Cf-COLUMN LINE
~.~,---~..~--
ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES
- - - - - - - - - - - - - - - - -Column Reactions (k )------------------------------------
Frm Col Laad Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout
Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in)
--------- -- ----------- -- ----------- -------- -----------------
1 A 8 0.6 -2.1 9 -0.5 -0.5 2 0.750 4.000 8.000 0.375 0.0
10 0.4 1.8 8 0.6 -2,1
1 B 11 1.2 -2.8 9 -1.1 -1.7 2 0.750 4.000 8.000 0.375 0.0
1 0.0 3,8 11 1.2 -2.8
1 C 11 0.6 -0.6 9 -0.6 -0.6 2 0.750 4.000 8.000 0.375 0.0
12 0.0 1.7 11 0.6 -0.6
3 C 8 0.6 -0.6 9 -0.6 -0,6 2 0.750 4.000 8.000 0.375 0.0
13 0.0 1.7 8 0.6 -0.6
3 B 8 1.2 -2.8 9 -1.1 -1.7 2 0.750 4.000 8.000 0.375 0.0
1 0.0 3,8 8 1.2 -2.8
3 A 11 0.6 -2.1 9 -0.5 -0.5 2 0,750 4.000 8.000 0.375 0.0
14 0.4 1.8 11 0.6 -2.1
FRAME LINES: 2
H
-
tv
H
-
tv
NOTES FOR REACTIONS
RIGID FRAME:
MAXIMUM REACTIONS, ANCHOR BOLTS. & BASE PLATES
1. All laading canditions are examined and anly maximum/minimum H or V and the
corresponding H or V are reported.
2. Positive reactions are as shown in the sketch. Foundation loads are in
opposite directions.
3. Bracing reactions are in the plane of the brace with the H pointing away
from the braced bay. The vertical reaction is downward.
4. Building reactions are based on the following building data:
Width (ft) = 25.0
Length (ft) = 40.0
Eave Height (ft) = 17.0/ 17.0
Roof Slope (rise/12) = 2.0/ 2.0
Dead Load (psf) = 2.2
Collateral Load (('sf ) = 1,0
Live Load (psf) = 20,0
Snow Load (psf) = 21.0
Wind Speed {mph ) = 90.0
Wind Code = IBC 06
Exposure = B
Closed/Open = C
Importance Wind = 1 ,00
Importance Seismic = 1.00
Seismic Zone = A
Seismic Coeff (Fa*Ss) = 0.18
BRACING REACTIONS, PANEL SHEAR
--------- --------Column Reactions (k )------------------------------------
Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout
Line Line Id H Vmax Id H Vmin No D(in) Wid Len Thk (in)
2 A
3 2.9 6.0 6 -3.3 -2.5 4 0.875 12.00 13.00 0.750 0.0
1 1.6 8,3 4 -2.5 -3.9
7 3.3 -2.5 2 -2,9 6.0 4 0.875 12.00 13,00 0.750 0.0
1 -1.6 8.3 5 2.5 -3.9
NOTES
2 C
GENERAL
11. Foundation design and construction are not the responsibility of SENTINEL Buildings Systems. I
2. The building reaction data reports the loads which this building places on the foundation.
3. Anchor bolts shall be accurately set to a tolerance of + / - 1/8" in both elevation and location.
4. Column base plates are designed not to exceed a bearing pressure of 1 050 pounds per square inch.
5. All walk doors are to be field located with drilled in wedge anchors.
6. Total anchor bolt lE;mgth is embedment + projection. Bend length is not included in total length.
7. All bent anchor bolts to be ASTM A36 threaded round stock (rolled or cut thread) with plain
finish, unless noted.
8. When anchor rods are located close to the free edge of the concrete, the tensile and/or shear
strength of the anchor rods cannot be fully developed. l.n these cases, s~eel reinf?rcement in
the concrete must be sized and developed (not by SentInel) for the reqUired tensile or shear
forces in the anchor rods.
9. For buildings classified as closed (C!osed!Open = C), Sentinel Buil?i,:g Systems d?es not
investigate the influence of the design WInd load on the metal buildIng system with doors and
windows left open. The end customer must C?ssure that duri,:g times of high wind~ all ove~head
doors, sliding doors, large doors (such as bl-fold & hydraulic), walk doors and WIndows Will be
closed & latched.
---Wall-- Col
Lac Line Line
:I: Reactions (k )
--Wind----Seismic-
Harz Vert Horz Vert
Panel
Shear
(Ib/ft)
5. Loading conditions ore:
1 DL+CL+SL
2 DL+CL+0.75SL+0.75WL 1
3 DL+CL+0.75SL+0.75WR1
4 0.60DL+WL 1
5 0.60DL+WR1
6 0.60DL+WL2
7 0.60DL+WR2
8 0.60DL+WL2+WS
9 0.60DL+WP+LnWnd1
10 DL+CL+O. 75SL+0. 75WR2+0. 75WS
11 0.60DL+WR2+WS
12 DL+CL+E1 UNB_SL 1
13 DL+CL+E2UNB_SL 2
14 DL +CL +0, 75SL +0, 75WL2+0. 75WS
L_EW 1
F _SW C
R_EW 3
B_SW A
A ,B 1 .1 1.5 0.0
Weak Axis Bending Used
B ,A 1.1 1.5 0.0
Weak Axis Bending Used
0.0
0.0
RIGID FRAME REACTIONS:
WEAK AXIS BENDING
---Wall-- Col
Lac Line Line
---Reactions(k ,f-k )--- Load
Horiz AB_ Vert Moment Id
F _SW C
F _SW C
B_SW A
B_SW A
2
2
2
2
1.2
0.0
1.2
0.0
23.3
0.6
23.3
0.6
19.4
0,5
19.4
0,5
Wind
Seismic
Wind
Seismic
ANCHOR BOLT SUMMARY
----- ---- ----- ----- ----- -----
Total Bend
Qnt Lac Dia Len Len Proj
(in) (in) (in) (in)
----- ---- ----- ----- ----- -----
!8l 8 DJ 3/4" 11.50 4.00 2.50
!8l 12 EW 3/4" 11.50 4.00 2.50
€j 8 RF 7/8" 13.00 5.00 2.50
REV I
DESCRIPTION
00?~
I DATE I APPROVED
REVISIONS
-------
SENTINEL BUILDING SYSTEMS
A D1VJSltJlI aGLDBAL Ja;.s'RICl. lie.
237 SOUiH 4iH Si
ALBION, HE 68620
(800) 327-0790
Talcing Pride In Building Excellence PACE No.
PRO.t:C1 TERRA NITROCEN CORPORA nON B 2430 J
ADI>ltSS 250 INDUSTRIAL PARK lJRIVE DES/CN: Kl' 3
REY:
BLAIR, NE 68008 DA7'E: 6/13/08
z:==mE-HUNG DOOR SWING: Specify using letters shown below
\ B 88 ~~E3~'
OUTSIDE OF BUILDING
Designate
FRONT SIDEWAll
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SIDEWALL [4]
~/
~
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~:::::::
~
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. , ,1,. , , /:;" . ,
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() I'
~ooT
{fM~~ll~Gfi\ . .....
ENDWALL [1]
~
Be sure to locate all:
· WINDOWS
· WALK DOORS
· LARGE DOORS
*/ndicate if LARGE DOORS
are Overhead OR Slidinq.
25/
zS Signature/Date:
~~/-
--.-'
~ ENDWALL [3]
SIDEWALL [2]
. ~
:t:
. \:J' , .
'--
.........
"> ,
-
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-
-
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'7"
-
, . .. ..x. . .. .
.....
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,
17
3/4" ~ 3
4" "'0 40' -a" OUT - TO-OUT OF STEEL
II -90 ('~ 2
~ 20' a" 20'-0"
IX) 3"
2 1/2" A
EW ;r;
U 0 IX) . . 0 IX)
-.......
I 2" .. A C A r;-;J
0
~
4" ro
II -90 ('~ CJ'l CJ'l
C C
'0 U 0 V
~ V 0 0
I I 0 l-. I I
l-. CD -
CD I ~
3" I
IX) x x
2 1/2"
EW ..J
W
2" w
f- ,,-...
(f) z
See Plan u- 0
DETAIL B 0 Vi:
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7/8" f- .. B w-""'" B~ B
:J B 21')
0 01')
1 '-0" I I
0 (f)-
I I f- -I')
I ~N
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:J 0
: 0 ..J
~ I 0
I 7 5/8" 0 I
-
~ 6) 6) I '-"
2 1/2" II')
N v
SW v 'O;j' I v
I I
I N N
4" 4" N N
See Plan
EW/
SW
See Plan
IX)
4" .
II
~
2 1/2"
IX)
-.......
A~
.. A
c
o ~
c
3"
D~
D~
~D
~D
o
IX)
o
2"
~
0~a~
2'-10" 2'-10"
14'-4"
14' 4"
2'-10"
2' 10"
20' 0"
20'-0"
FRAME LINE
DIMENSIONS
2
3
ANCHOR BOLT PLAN
NOTE: All Base Plates @ 100'-0" (U.N.)
APPROVED
REV
DESCRIPTION
ANCHOR BOLT SUMMARY
----- ----
Total Bend
Qnt Loc Dia Len Len Proj SENTINEL BUILDING SYSTEMS
(in) (in) (in) (in) A D1VJSJDN I:J'GLOBAL IausTRltl. IIilC..
----- ---- ----- 237 SOUJ'H 4J'H SJ'
l8! 8 DJ 3/4" 11.50 4.00 2.50 ALBION, HE 68620
1/16' l8! 12 EW 3/4" 11.50 4.00 2.50 (800) 327-0790
= 47'-2 @ 8 RF 7/8" 13.00 5,00 2.50
REVISIONS
Taking Pride In Building Excellence
PACE No.
PROJECT
TERRA NITROCEN CORPORATION
NlORtSS 250 IN.DUSTRIAL PARK .DRIVE
BLAIR, NE 68008
II
18
.
.
.
.
SPLICE
Splice
Mark
SP- 1
SP- 2
PLATES & BOLTS
Quan -----Bolt----
Top/Bot/lnt Type Dia Len
4 4 0 A325 0.750 2.00
4 4 0 A325 0.750 2.00
v FLANGE BRACES: Both Sides(U.N.)
FBxxA( 1): xx=length(in)
A - L2 x 1 /8
~
\
II
~
,.
~
.-
^ _^ ~";;,...,jg~:;:>~,""";:"'iC<~;,,,,,:7:'i'j3:(F?;;':::{';Z\::':;::: ~"' ;j>f.}');~',:c)CJ['i,~"~~?.;..,,
Plate Size
Wid Thick Length
10" 1/2" 1'-7 1/2"
6" 1/2" 1'-7 1/2"
PIECE
RF1 -1
RF1-2
WEB DEPTH
START END
12.012.0
12.0/12.0
12.0/12.0
12.0 12.0
MEMBER SIZE TABLE
WEB PLATE
THICK LENGTH
0.188 120.0
0.188 74.4
0.188 116.7
0.188 24.0
ps-
~
/4"
:; :;
-ft":
26 Go. p8 '
3'-iO 1/i6"
i2'-6"
~ ~
12'-6"
Golvo1urne
~/4"
o
I
v
2"~
12
42"
12
Rfi - 2
RPI-2
0 0
~ ~
I in I
-v ~ "...t-
o Q) 0
I ~ v .......0 v ~ I
I c: I j-...
-r-- Q) NO Q)
~ L;:: ~u 15 ~u L;:: ~
0::: c: . Q) c: 0:::
f")O r--_ f")O
15 -l> 15
- Q) - Q)
It)_ It)_
~() ~()
lX) lX)
I I
'i0 'i0
lX)
I
f")
1'-0 5/8"
22'-10 3 4"
Clearance
8"
25' -0" our~To...OUT OF STEEL
A
D
RIGID FRAME/CROSS SECTION
FOR FRAME LINE 2
REV
SENTINEL BUILDING SYSTEMS
A ThVlS1[11 aGLOBAL :ktl.sTRltl. IIC..
237 SOUTH 4TH ST
ALBION, HE 68620
(800) 327-0790
o
~
I
"...t-
lX)
I
f")
""""'cr
In
OUTSIDE FLANGE
W x T X LEN
10x5 16 x192.8
10x5/16"x 9.8
6x1/4" x140.7
DESCRIPTION
INSIDE FLANGE
W X T X LEN
10x5 16 x179.0
6x1/4" x138.6
~
/' v1~
~(, ,,\8
APPROVED
REVISIONS
Taking Pride In Building Excellence
PACE No.
TERRA NITROCEN CORPORATION
ADOOESS 250 INf)lISTRIAl PARK f)RIVE
BLAIR, NE 68008
5
o
I
r---
..-
co
I
t<")
11' -4"
FIELD SLOT GIRT WEBS FOR CABLE/ROD.
MULTIPLE SLOTS MAY BE REQUIRED ACROSS GIRT DEPTH
SLOTS l' \.IIDE
AND 3' LONG~
lIf-ALIGN GIRT SLOT<S)
\.I / COLUMN SLOT<S)
42"
12
----0_
o
..-
I
I
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ffi]
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o
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co
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ffi]
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,----,.-,
I 3070 I
I WALK I
I DOOR I
I I
I I
I I
]
EC-2
ENDWALL FRAMING: FRAME LINE 1
lIf
lIf
12'-4"
---
2"h
12
---
I
I
I
I
I
I
G- 2 ffi]
I
I
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I
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I
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I
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,--------, I
I 5030 I I
I WINDOW , I
I I I
I I I
G - 'z- - - - - - - - - -! 'ffi]
I
I
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I
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EC-3
REV
SENTINEL BUILDING SYSTEMS
A DtvrSl1Jrt trCiLOBAL Ja...nRltt. 1M:.
237 SOU7'H 47'H S7'
ALBION, HE 68620
(800) 327-0790
PR<>.<:CT
BOLT TABLE
FRAME LINE 1
LOCATION
ER-1 ER-2
Columns
QUAN TYPE
4 A325
4 A325
MEMBER TABLE
FRAME LINE 1
QUAN MARK PART LENGTH
1 EC-1 PCE08356 15 -6 13 16
1 EC-2 PCE08354 17'-5 1 2"
1 EC-3 PCE08356 15'-6 13/16"
1 ER-1 PCE08354 12'-8 1/16"
1 ER-2 PCE08354 12'-8 1/16"
3 G-1 PZE08256 10'-7 1/2"
3 G-2 PZE08256 11 '-11"
2 CB-1 1/4" STR 11'-2"
1 CB-2 1/4" STR 12'-8"
1 CB-3 1 4" STR 11'-8"
ANGLE TABLE
FRAME LINE 1
010 PART LENGTH
1 PAN03206 10 -0
2 PAN04206 20'-0"
CONNECTION PLATES
FRAME LINE 1
010 QUAN MARK PART
5 6 PR80
6 6 CGC8
Note: Girts below 7' -4" may be cut
In the field to allow installation of
field located walkdoors and
windows.
Co 1"\ <t.
DESCRIPTION
APPROVED
REVISIONS
7'aking Pride In Building Excellence
PACE No.
DT A TD AT[;I r-n""n
~
TERRA NI7'ROCEN CORPORATION
_os 250 INIJllSTRIAL PARK IJRIVE
I
I
I
I
I
I
I
I
I
-
i
-
= = =
G-'
G-\
[H~ (H
G~ ~t
[ [ )
[C"3 tc-2 [COol_
!.
,
il!
[
tC-l
)
[t..211
) [
E:C..:t- (C"3
[
[t-.
STANDARD ENDWALL BRACING
THE STANDARD BEARING ENDWALL
FRAME UTILIZES THE DIAPHRAM
ACTION OF THE WALL PANEL TO
TRANSMIT LATERAL WIND OR SEISMIC
FORCES TO THE FOUNDATION. IF THIS
DIAFRAM ACTION IS INADEQUATE TO
RESIST THESE FORCES ONE OF THE
FOLLOWING METHODS WILL BE USED
TO SATISFY TH REQUIREMENTS.
FLANGE BRACE
EAVE STRUT
PURlIN CLIP
GIRT
EAVE STRUT CLIP
GIRT CLIP
OPTIONAL CABLE BRACING
WHEN DIAPHRAM ACTION OF THE PANELS
IS INADEQUATE, THE FIRST ALTERNATIVE IS
TO ADD CABLE BRACING BETWEEN ENDWALL
COLUMNS. IN CASE, FLUSH GIRTS WILL RE-
QUIRE FIELD SLOTTING TO ACCOMODATE THE
CABLES. CABLES CAN ALSO BE ADDED TO THE
ROOF BETWEEN ENDWALL RAFTERS AND MAIN
FRAME TO TRANSFER THE LATERAL FORCES OF
THE ENDWALL.
OPTIONAL HALF LOAD FRAME
A MAIN FRAME MAY BE USED INSTEAD
OF A BEARING END FRAME. IF CABLE BRACING
COULD NOT BE USED
OPTIONAL FIXED BASE CORNER COLUMNS
IF THE ENDWALL FRAMED OPENINGS
ARE PLACED THAT CABLE BRACING
CAN NOT BE PLACED; THEN FIXED BASE
CORNER COLUMNS MAY BE USED. FIXED
CORNER COLUMNS WILL INDUCE A MOMENT
TO THE FOUNDATION REQUIRING SPECIAL FOUNDATION DESIGN
)
[C-I-
IS
STANDARD
NOTE PANEL
ALL OTHERS
DIAPHRAM ACTION
ARE OPTIONS
REV
DESCRIPTION
APPROVED
REVISIONS
Taking Pride In Building [xcellence
PAGE No.
SENTINEL BUILDING SYSTEMS Pllll.W
A DIVIS:I~ [J\jLOBAL li'lkl'sfRlts. I~
237 SOUTH 4TH ST
ALBION, N[ 68620 ADIRESS
(800) 327-0790
JOB NUMBER.
DESIGN: JLS
REV:
.... ' DA T[: 4/ 3/02
I
I
I
I
I
I
I
I
f
.
DOOR JAM\
TK____ SCREWS ~
@ 12" O.C. -..........
TK____ SCREWS
@ EACH GIRT
BASE TRIM
.~ .....\.....-.:._.._....;;..8'C".TE..c>10.>.,
.;.....i".._...,..."..."'.S;~iLG1Lj:!k2/
STRIP OF MASTIC
TK____ SCREWS
EACH SIDE OF
MAJOR RIB
ROOF SHEET
INSIDE CLOSURE
EAVE TRIM
PIN ITET__
LAPTEK SCREW
@ 12" O.C.
HEADER COVER
PIN ITHJ__
JAMB COVER
JAMB TRIM
OUTSIDE
SIDEWALL SHEET-
EAVE TRIM
[J
Wi
\
~
tQ
HEAD TRIM
JAMB TRIM
CORNER TRIM
HEADER JAMB COVER
STANDARD TRIM PLAC[M[NT
SIDEWALL SHEET-
INSIDE CLOSURE
TK____ SCREWS
@ 12" O.C,
HEAD TRIM~J
PIN ITHT__
HEADER COVER
PIN ITHJ__
(DOOR HEADER
LAPTEK SCREWS
r @ 12" O,C.
I -ENDWALL SHEET
-SIDEWALL GIRT
TK____ SCREWS
@ EACH GIRT
J J lSIDEWALL SHEET
CORNER TRIM
PIN ITOC__
LAPTEK SCREWS
@ 12" O.C.
HEADER COVER
HEAD TRIM
EAVE TRIM
CORNER TRIM
TK____ SCREWS
@ EACH PURLIN
TK____ SCREWS
@ 6" O.C. TO ANGLE
RAKE TRIM-
PIN ITRT__
SHEET ANGLE
4" X 2" 16 GA.
LAPTEK SCREWS
@ 12" O.C.
OUTSIDE CLOSURE
ENDWALL SHEET-
STRIP OF MASTIC
(ROOF SHEET
L ROOF PURLIN
(BEYOND)
RAKE TRIM
REV
APPROVED
DESCRIPTION
REVISIONS
Taking Pride In Building Excellence
PAGr No.
SENTINEL BUILDING SYSTEMS PROJECT
A DIl/lSIIJIl o:GLDBAL Inx.lsTJuEs. nc.
237 SOUTH 4 TH ST
ALBION, N[ 68620
(800) 327~0790
JOB NUMBER,
ADDRESS
DrSIGN: JLS
Rrv: If)'
'R}H-N:r..." DA TD 4/ 3/02 I 0
i..
I
I
I
I
I
I
,
-
II
i
I
LOCATION OF CLOSURES & TAPE SEALANT
PRE-FORMED RIDGE CAP~
T'w'O BEADS OF MASTIC
ROOF PANEL
OF CLOSURE>
ROOF PANEL \
r I.S. CLOSURE 'w' / MASTIC
I _ ON NON-ADHESIVE SIDE
~RIDGE ROLL (Std on VnluMOster)
CLOSURE (MASTIC TOP ~ BOTTOM
RAKE TRIM\
\-. EA VE STRUT
STRIP OF MASTIC
D,S, CLOSURE
I.S, CLOSURE
/'w'ALL PANEL
/ 'w'ALL PANEL
D,S, CLOSURE
~ ROOF PURLIN
~BASE ANGLE/CHANNEL
I.S, CLOSURE
~BASE ANGLE/CHANNEL
1 1/2' BASE LAP
1
:,;:r ',J:,:::t,:;n;,:;:,:;;:,:r,.
~. ~;. f.,,' ,." ",
SECTION THROUGH SIDEw ALL
J
1 1/2" BASE LAP
1
SECTION
THROUGH ENDw ALL
:-ti:['f::::\::?
NOTES: 1. ALL BUILDING MODELS HA VE
MASTIC IN ROOF PANEL SEAMS.
2. FORTRESS BUILDING MODEL HAS
MASTIC IN \J ALL PANEL SEAMS.
3. REVERSE -ROLL PANELS REVERSE
THE LOCA TION OF CLOSURES; TOO.
REV
DESCRIPTION
REVISIONS
Toking Pride In Building [xcellence
SENTINEL BUILDING SYSTEMS PROJECT
A DtVISltJi DfGLDBAL ~WSTRIE:S, tIC.
237 SOUTH 4TH ST
ALBION, N[ 68620
(800) 327-0790
ADDRESS
APPROVED
PAGE No,
JOB NUMBER'
DESIGN:
REV'
nJ\ Tr. 1 /nc.. /nr:::.
/9
..~ - -- --- ---~-----~~~
BUILDING INSPECTION REPORT
o CITY OF BLAIR
LOCATION OF INSPECTION'
NAME OF OWNER' \' Q./\J\.-c..
DATE INSPECTION REQUESTED' 't-. \
o WASHINGTON COUNTY
) .).0
o OTHER
S,~
p~ ftt
CONTRACTOR'
TIME INSPECTION REQUESTED'
d~OO
PERMIT NO'
1 d ) 77
TYPE OF INSPECTION REQUESTED: 0 CONFERENCE
BUILDING: 0 FOOTING 0 DECK FOOTING 0 FRAMING 0 DRYWALL 0 FINAL 0 PARTIAL
o STATUS CHECK
PASSED FAILED
o 0
COMMENTS:
UTILITIES: 0 SEWER TAP
o PARTIAL
o WATER TAP 0 REMOTE 0 WATER SERVICE
(~
Pr!D F~ED
PASSED FAILED
o 0
,:
COMMENTS:
ELECTRICAL: O. ROUGH IN 0 FINAL 0 PE
o PARTIAL
ENT SERVICE 0 TEMPORARY SERVICE 0 PRECONNECT
COMMENTS:
MECHANICAL:O ROUGH-IN 0 NC 0 FURNACE O. RADIANT HEAT 0 FINAL 0 PARTIAL
PASSED FAILED
o 0
. '0
COMMENTS:
PLUMBING:
COMMENTS:
o GROUNDWORK 0 ROUGH-IN 0 FINAL 0 WATERMETERINSTALLED 0 PARTIAL
o PRESSURE TEST
PASSED FAILED
o 0
o OCCUPANCY GRANTED .0 CONDITIONALOCCUPANCYGRANTED ~ ttJ;; . ~f'-)
Nm:ES/REMARKS. ~.. 60 ~u...~1E ./); \ :5 0<,
J:;)c.I . udf/ ':h,d;) 16 ~~q3o
3:,Cf .Jj?- ~;S~S
-c:
INS
DATE OF INSPECTION MADE:
TThm' :3 3fI
FAXED OPPD\BURT REA
TO CONNECT SERVICE: ON
BY
BUILDING INSPECTION REPORT
~cITY OF BLAIR
o WASHINGTON COUNTY
o OTHER
(lJezi;;
~c -(-IV;'1k..) ~I l;iL1... /tv'71 OU~)
. .. "-
J , ' /
[..<...) /UA.,J ('-/{..L<J j..{j~)
LOCATION OF INSPECTION' c:?5 t)
IrA
l /(/ . '~I:)" t ..
''''A' n /1'../,) / ~-tA:>"....::.t.J
NAME OF OWNER' j',-//: ({.k.. I' . I' ,.~i cJ Cl.f:/r'-~' CONTRACTOR'
H (,l
DATEINSPECTIONREQUESTED/O v' - OC) TIME INSPECTION REQUESTED'
PERMIT NO'
/;197"7
TYPE OF mSPECTION
CONFERENCE
STATUS CHECK
BUILDmG: 0 FOOTING 0 DECK FOOTING 0 FRAMING 0 DR~;~L~'i;,~~AL : PART~~L . r P~ED F~D,
CO.tv1MENTS: /' o'c.-:icJ ,.RtJ1 (.' O[,,~0.CJ <;t' (] tr/iJ'::Z/U./{J..,('.Jt'J"'D4- j
~",=,,~n~~"':iZ.:~ ~~~*~a'?~
L/
UTILITIES: 0 SEWER TAP ,0 SEWER 0 SEPTIC 0 WATER TAP 0 REMOTE 0 WATER SERVICE PASSED FAILED
o PARTIAL 0 0
COMMENTS:
~~~~~~~~~,%'~W"=%~~~~~~","~~.d!ll
ELECTRICAL: 0 ROUGH IN 0 FINAL 0 PERMANENT SERVICE 0 TEMPORARY SERVICE 0 PRECONNECT
o PARTIAL
COMMENTS:
PASSED FAILED
o 0
~~<~~..;t:~~~~~~~~~~~~~..=:r..:z=~~~".;
MECHANICAL: 0 ROUGH-IN 0 AlC 0 FURNACE 0 RADIANTHEAT 0 FINAL 0 PARTIAL
PASSED F8JLED
0' 0
PLUMBmG: 0 G~OUNDWORK 0 ROUGH-IN 0 FINAL 0 WATERMETERINSTALLED 0 PARTIAL
[J PRESSURE TEST
CO;M1Y1ENTS: '
~~~~oili= ""..._~~"'..."."..,... ~~~"Z.:~~~
o 'OCCUPA:NOYG'RANTED 0, ",C.C~~~~,A3,'~ ~A~~,A;r . .
NOTES/REtvMBKS: . fO.L.. ~_'It:!~
. ' , I, ,/
1J2~ ~(7P/ cjliA;j
PASSED FAILED
o 0
{{QtLtf /UI!IIJ(
"
.
"'
.. a
.
a
,
-,.'
I
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., -
- --
..
-l_
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,jrf, ."
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....<0:
~~~=~'"~~~~~-:::-"'--~,~_.._,,-- ,-~.,~~~'-:~~::--::-'.;..~n-:=-,~~,~,......~_~..~~.~" .~.~;:::~-=~-~.~_~<"C"
BUILDING INSPECTION REPORT
~ ,;I'
~CITY OF BLAIR
D WASHINGTON COUNTY
D OTHER
LOCA nON OF INSPECTION'
I' I)
...., -/"o,J '
NAME OF OWNER' -~ (_/JA/! t:u
(
, I' f
A Iv! j,.'(,;; (?t".....j
I '--, ,,_ ;r
"
f7 J-..p /' r:. jJ
/"_v,~..') I' )
< ../ _..-'v Ll', ~ r:;4-:Lj',lvtr4.
CONTRACTOR' l (~;t.'?M)
DATE INSPECTION REQUESTED' r..-f! ....
,- C) ';1 TIME INSPECTION REQUESTED' /l~r
PERMIT NO' /0117 :7
TYPE OF INSPECTION REQUESTED: D CONFERENCE D STATUS CHECK
~~~~~~~~~'" ~ ~=-"'''''-~~"'''f.:'"~~::;>''~=-~,;<~
BUILDING: D FOOTING D DEC,KFOOTING D FRAMING D DRYWALL q--4INAL D PARTIAL PASSED:E.AIL D
" .4 A r D
. C?M1!ENT~=~=.~-=_:f.;!~c>u t,:~_.E3;:{1"~,L2:,,~~:!::.~ !...~~~4:Sl~ ~
if
UTILITIES: D SEWER TAP, D SEWER D SEPTIC D WATER TAP D REMOTE D WATER SERVICE PASSED FAILED
D~IAL D D
COMMENTS:
. ,- .
""""~~~~~~~~~~~=:.m--~'<:1J.znT~~~~"$ ""'~~~-:z:f.=-~,,~
ELECTRICAL: D- ROUGHIN D FINAL D PERMANENT SERVICE D TEMPORARY SERVICE D PRECONNECT PASSEl? FAILED
D PARTIAL Q: D
{';-f - ;:?/'
COMMENTS:
COMMENTS,
D
MECHANICAL:D ROUGH-IN D AlC D FURNACE D RADIANTHEAT D FINAL D PARTIAL
I'LUMBING( D GROUNDWORK D ROUGH-IN D FINAL D WATERMETERINSTALLED D PARTiAL
, :' ' . , ',I !.
o PRESSURE TEST ' " '
CO~NTS~' , c~ "
. " ~ " . - \., .-' I I
~~b;iM&GiANi~D-CbNnn~~~n;ANcy;A;;;il~-'~~'~~-~=~-=-~~=" '
PASSED FAILED
o []
NOTESlREMARKS'
-
, "
+
I rra
NITROGEN
Blair Terminal
______ _~~__ >. _ +._......",..,..-.____ . -~~~...,-~~ ._ ~~..~-_^'---~-.---____.~..~.~=.____=_=T~~~~..."~..':,,.,..t..,''';-'''._~.,_--'-""-."'---n.'c~.rc.'""-1I"~....'_"'_"-,,, _-"='=_r-'~"'''''''-''''--''''''''''''''----C
BUI:LDrNG INSPECTION REPORT
I
EJ CITY OF BLAIR
D WASHINGTON COUNTY
D OTHER
./'} <<:-- /) .~... ~/ ", /'j " .0-/' ;~, I }<2/
LOCATION OF INSPECTION' i.:::.'.c.....) (j ~,.__--. /lI 0' C"...:> ,:C I /( "'.-
NAME OF OWNER/ZEIt>'! /1/;7/23.:)6 Ell CONTRACTOR'
. / I r'~
DATE iNSPECTION REQUESTED' <-.;:;? ./::;;:;'6 /L~7 ~ TIME INSPECTION REQUESTED'
/ '
/l! C t/ L~)'~
/ /7 1<..-. f...-, . I".....
1 /", /'7,.A....;, ~-J
1'..../ l.if 'j .
PERMIT NO' / ../) / /
TYPE OF INSPECTION REQUESTED: D CONFERENCE D STATUS CHECK
BUlL DING , D~ D DECKFOOTING D FRAMlNG "[j'";;;YWAlL ~AL~~-;;:;;;'
I r D
COMNIENTS:
UTILITIES: D SEWER T~ D S~WE~O=;;;~-' 0 ;;;;;;~;;;~;;;~;~-- . ~SSED ;A~~
Du~~ . D D
COMMENTS:
ELECTRICAL: 0 ROUGH IN [it FINAfQ PERMANENT SERVICE 0 TEMPORARY SERVICE D PRECONNECT
/ . .-
o PARTIALc
FAILED
D
MECHANICAL:D ROUGH-IN D AlC 0 FURNACE D RADIANTHEAT D FINAL D PARTIAL
PASSED FAILED
D D
PLUMBING: 0 GROUNDWORK D ROUGH"IN D FINAL 0 WATERMETERINSTALLED D PARTIAL
.. . 0 PRESSURE TEST
PASSED FAILED
D D
COMNIENTS:
~~CUPANCY~;ANt~NriITI?~A4~~uPANGycGR~;';=
NOTES/REMARKS'
.
Bl.lir 1l'ril1illal
.
Bl.lir 1l'ril1illal