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CHANGE ORDER CLARIFICATIONPAGE 2 OF
A division of Robertson-Ceco II Corporation
A NCI Company
12-JAN-2012 01:40 PMReport Date:
13
GENERAL INFORMATIONBuyer:
Building Owner:
Purchase Order No Auth Signature
JERRY WEBERClarified By
7900 - SPORT CLUB Business Type
QUOTE Q-242-11REV1Pricing Mode
JERRY WEBERAssigned Rep
Payment Terms
Down Payment Estimated Price
Estimated Tax Freight Gross
Freight Equalization Contract Seamer
Total Invoice Amount
Mail Invoice To
PRICING AND INVOICE INFORMATION
Contact Day Phone
Night Phone
Fax #
E Mail Address
Shipping Contact Ship Phone #
SEE NSC.Comments
SHIPPING INFORMATION
Ship To:
Jobsite:
DESIGN INFORMATION
Building Code 2006 IBC
Special InstructionsMINIMUM ROOF SNOW LOAD:30.00 PSF,
Soil Profile (D) STIFF SOIL
Live Load 20 PSF
Load Reduction Allowed NO
PSFRain Load
Wind Exposure (C)OPEN TERRAIN
90
Snow Exposure FULLY EXPOSED
Ground Snow 25 PSF
Seismic
Seismic Zone
12-B-61076Order: 4Revision :
S1: 4.2 SS: 16
SCHEDULEDStatus
Wind Load:
Material Price
Drawings With Order SK1-SK3
MPH
CHANGE ORDER CLARIFICATIONPAGE 3 OF
A division of Robertson-Ceco II Corporation
A NCI Company
12-JAN-2012 01:40 PMReport Date:
13
Width: 110'-0"
55'-0"55'-0"
Length: 165'-0"
Bay Spacing: 24'-4" 4@29'-1" 24'-4"
Dist to Ridge Dist to Ridge :A : C
28'-0"28'-0"Eave Height Eave Height :A : C
11Roof Slope Roof Slope :A : C
BYPASSCol Location :A :
:12 :12
0'-8 1/2"Girt Depth :: C
Geometry
BUILDING A
ENDWALL BFrame: BEARING FRAME (HR)
End Post Type: NON-STANDARD
End Post Spacing: 15'-0" 3@20'-0" 17'-4" 17'-8"
Column Location: BYPASSGirt Depth: 0'-8 1/2"Frame Setback: 1'-2"
ENDWALL DFrame: BEARING FRAME (HR)
End Post Type: NON-STANDARD
End Post Spacing: 22'-0" 13'-0" 3@20'-0" 15'-0"
Column Location: BYPASSGirt Depth: 0'-8 1/2"Frame Setback: 1'-2"
Primer/Base Framing
Struct Primer: RED
Base Framing: CHANNEL
Base Flash: NB5
Base Closure: NONE
Bracing Type Braced Bays
RoofSWSWEWEW
ACBD
"X" BRACING - ROD 1, 6
"X" BRACING - ROD 3
"X" BRACING - ROD 4
"X" BRACING - ROD 4
"X" BRACING - ROD 3
Frame Type Frame Line Column Type Module
SRLO 2-6 TAPERED 110'-0"
Special Loads(1)
(1)
(1)
(1)
5.0
5.0
50.0
100.0
PSF
PSF
PSF
PSF
COLLATERAL LOAD
MEZZANINE COLLATERAL LOAD
MEZZANINE DEAD LOAD
MEZZANINE LIVE LOAD
BUILDING INFORMATION12-B-61076Order: 4Revision :
Thermal Factor: UNHEATED
Col LocationA
A
Girt Depth
BYPASSC
0'-8 1/2"
Occupancy Category: II - NORMAL
SEE NSC #3
SEE NSC #3
SEE NSC #3
Clear To Height :: CAClear To HeightClear To :: CAClear To
CHANGE ORDER CLARIFICATIONPAGE 4 OF
A division of Robertson-Ceco II Corporation
A NCI Company
12-JAN-2012 01:40 PMReport Date:
13
BUILDING ABUILDING INFORMATION
12-B-61076Order: 4Revision :
Roof PanelPanel Type: DURARIB
Panel Gauge: 26
Panel Yield: 80
Panel Finish: GALVALUME PLUS
Struct Screws: LONG-LIFE 1-1/2" SELF-DRILLING
Stitch Screws: STANDARD
Squares: 183.78
Roof Rating: UL90Attachment:Options:
Panel Type: PBR
Panel Gauge: 26
Panel Yield: 80
Panel Finish: RUSTIC RED
Struct Screws: STANDARD 1-1/2" SELF-DRILLING
Stitch Screws: STANDARD
Squares: 157.24
Wall Panel
FLASHINGGutter: LIGHT STONE
Eave: LIGHT STONE
Corner: RUSTIC RED
Base: LIGHT STONE
Gable: LIGHT STONE
Other: LIGHT STONE
MISCELLANEOUS PANELSSqFt Panel Type Gauge Finish Screws Category
5379 DURARIB 26 POLAR WHITE STANDARD LINER PANEL
MODIFICATIONS
Qty Name Part No Description16
1
1
2
1
1
1
1
1
1
1
DOWNSPOUTS
3-SIDED FRAMEDOPENING
3-SIDED FRAMEDOPENING
EAVE GUTTER
WALL LINER PANEL
WALL LINER PANEL
WALL LINER PANEL
WALL LINER PANEL
WALL LINER PANEL
WALL LINER PANEL
INSULATION TRIM ANGLE
SPEC4
SPEC6
SPEC7
SPEC8
SPEC10
SPEC11
SPEC12
SPEC13
SPEC14
SPEC15
SPEC17
TYPE IS STANDARD,RUSTIC RED,LENGTH: 28'-0",WITH ELBOWS,
WIDTH IS 10'-0",HEIGHT IS 8'-0",WITH STANDARD SHOPCOAT,LOCATION IS ELEVATION A,DISTANCE FROM LEFT STEEL LINEIS 115'-6",FACTORY LOCATED.,WITH CHANNEL COVER FLASHING,
WIDTH IS 10'-0",HEIGHT IS 10'-0",WITH STANDARD SHOPCOAT,LOCATION IS ELEVATION B,DISTANCE FROM LEFT STEEL LINEIS 98'-0",FACTORY LOCATED.,WITH CHANNEL COVER FLASHING,
RUNS OF 26 GA. ROLL FORM,EAVE GUTTER AT :165'-0",
LINEAL FEET OF LINER: 165'-0",AT ELEVATION A,DISTANCE FROMLEFT STEEL LINE IS 0'-0",WITHOUT ROOFLINE FLASH,HEIGHT OFLINER: FULL,
LINEAL FEET OF LINER: 92'-0",AT ELEVATION D,DISTANCE FROMLEFT STEEL LINE IS 18'-0",HEIGHT OF LINER: 8'-0",
LINEAL FEET OF LINER: 165'-0",AT ELEVATION C,DISTANCE FROMLEFT STEEL LINE IS 0'-0",HEIGHT OF LINER: 8'-0",
LINEAL FEET OF LINER: 92'-0",AT ELEVATION B,DISTANCE FROMLEFT STEEL LINE IS 0'-0",HEIGHT OF LINER: 8'-0",
LINEAL FEET OF LINER: 18'-0",AT ELEVATION D,DISTANCE FROMLEFT STEEL LINE IS 0'-0",WITHOUT ROOF LINE FLASHING,HEIGHT OFLINER: FULL,
LINEAL FEET OF LINER: 18'-0",AT ELEVATION B,DISTANCE FROMLEFT STEEL LINE IS 92'-0",WITHOUT ROOF LINE FLASHING,HEIGHTOF LINER: FULL,
56'-0" LINEAL FEET OF INS. TRIM ANGLE LOCATION IS ELEVATION B,
Price
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
UL Letter Reqd.: NO
Roof Sealing:
CHANGE ORDER CLARIFICATIONPAGE 5 OF
A division of Robertson-Ceco II Corporation
A NCI Company
12-JAN-2012 01:40 PMReport Date:
13
BUILDING ABUILDING INFORMATION
12-B-61076Order: 4Revision :
MODIFICATIONS
Qty Name Part No Description1 INSULATION TRIM ANGLE SPEC18 56'-0" LINEAL FEET OF INS. TRIM ANGLE LOCATION IS ELEVATION D,
Price
$0.00
ACCESSORIES
Qty Name Part No Description1
1
1
184
PREASSEMBLED DOOR
PREASSEMBLED DOOR
PREASSEMBLED DOOR
WALL TRANSLUCENTPANEL
SPEC1
SPEC2
SPEC3
SPEC16
3070 HINGED LEFT,BRONZE,SMOOTH,20 GAUGE,STANDARD DOORTYPE (S.O.),PANIC LEVER,WITH LATCH GUARD,BLANK,ELEVATIONA,LEFT JAMB FROM LEFT STEEL LINE IS : 107'-0",8.5" SUB-JAMB,
6070 ACTIVE LEFT, BRONZE, SMOOTH, 20 GAUGE, STANDARD DOORTYPE (S.O.), PANIC LEVER, WITH LATCH GUARD, BLANK, ELEVATIONB, LEFT JAMB FROM LEFT STEEL LINE IS : 42'-0", 8.5" SUB-JAMB,
3070 HINGED LEFT,BRONZE,SMOOTH,20 GAUGE,STANDARD DOORTYPE (S.O.),PANIC LEVER,WITH LATCH GUARD,BLANK,ELEVATIONC,LEFT JAMB FROM LEFT STEEL LINE IS : 86'-0",8.5" SUB-JAMB,
5'-4" PBR WALL LTP,SEE NSC #6,
Price
$0.00
$0.00
$0.00
$0.00
CHANGE ORDER CLARIFICATIONPAGE 7 OF
A division of Robertson-Ceco II Corporation
A NCI Company
12-JAN-2012 01:40 PMReport Date:
13
NON-STANDARD CONDITIONS
12-B-61076Order: 4Revision :
GENERAL INFORMATION1
2
3
4
5
6
7
THE BUILDER IS SOLELY RESPONSIBLE FOR REVIEW AND ACCURACY OF ALL INFORMATION CONTAINED WITHINTHIS SALES ORDER, AND ITS COMPLIANCE WITH ANY PLANS, SPECIFICATIONS, AND BUILDING CODES.MATERIALS AND ENGINEERING SHALL BE SUPPLIED IN STRICT ACCORDANCE WITH THIS SALES ORDER, ANDNOT NECESSARILY IN ACCORDANCE WITH PLANS, SPECIFICATIONS, BUILDING CODES, OR OTHER CONTRACTS.PLANS AND/OR SPECIFICATIONS SHALL BE CONSIDERED AS REFERENCE MATERIAL ONLY. STAR WILL NOTPARTICIPATE IN ANY PENALTIES, LIQUIDATED DAMAGES, OR RETAINAGE FOR ANY REASON.
WIND ENCLOSURE TO BE DETERMINED. FRAMED OPENINGS ARE ENCLOSED WITH MATERIALS DESIGNED TORESIST SPECIFIED BUILDING CODE'S WIND AND SEISMIC LOADS.
PROVIDE DESIGN, BEAMS, SEPARATE SUPPORT COLUMNS, EDGE ANGLE, JOISTS (PHASE I), AND DECKING(PHASE L) FOR 18'-0" WIDE X FULL LENGTH MEZZANINE, STARTING AT SIDEWALL "A". MINIMUM CLEAR UNDERJOISTS AND BEAMS IS 10'-0", HOLD 12'-0" TO TOP OF (0'-4" THICK) CONCRETE FLOOR. MINIMUM CLEAR HEIGHTFROM TOP OF FLOOR TO COLUMN/RAFTER KNEE IS 10'-6". NOTE ON SK2 TO HOLD 15'-0" FROM SIDEWALL "A"TO CENTER OF MEZZANINE BEAMS AND SUPPORT COLUMNS, EXTEND MEZZANINE BEAMS 3'-0" PASTCENTERLINE OF SUPPORT COLUMNS, JOIST RUN "B" TO "D" DIRECTION.
PROVIDE (2) 12'-6" CLEAR X 5'-0" CLEAR OPENINGS IN MEZZANINE AS SHOWN ON SK2, IT IS OK TO PROVIDE (4)SUPPORT COLUMNS FOR OPENINGS AS SHOWN. ALL MEZZANINE SUPPORT COLUMNS TO SET 0'-5" BELOWBASELINE (F.F.).
THE "FULL HEIGHT" LINER NOTED FOR SIDEWALL "A", ENDWALL "B", AND ENDWALL "D" IS TO START AT TOP OFFLOOR ELEVATION 12'-0" AND EXTEND TO EAVELINE/ROOFLINE. LINER PANEL IS NOT REQUIRED BELOW THEMEZZANINE.
WALL LTP'S ARE REQUIRED FOR ENTIRE PERIMETER OF THIS BUILDING, SIDES AND ENDS. AT SIDEWALLS "A"AND "C" PROVIDE TOP GIRT AT ELEVATION 22'-6". FACTORY CUT WALL PANELS FOR LTP'S TO RUN FROM EAVEDOWN TO GIRT AND LAP PANELS WITH BOTTOM OF LTP PANELS AS SHOWN ON SK3. AT ENDWALLS "B" AND "D"AT FIRST SPACE STARTING AT EACH CORNER PROVIDE TOED-DOWN CEE GIRT AT ELEVATION 27'-3" WITHSPECIAL CLIP TO EAVE STRUT, AND ZEE GIRT AT ELEVATION 22'-6". PROVIDE BA11 ANGLE ON TOP OF CEE.PROVIDE LTP'S BETWEEN BA11 AND ZEE WITH PANELS ABOVE AND BELOW AS SHOWN ON SK3. FOR BALANCEOF ENDWALLS "B" AND "D" PROVIDE ZEE GIRTS AT ELEVATIONS 27'-4" AND 22'-6" WITH LTP'S BETWEEN THESEGIRTS WITH PANELS ABOVE AND BELOW AS SHOWN ON SK3.
PROVIDE KNIFE PLATE ATTACHMENT FOR COLUMN AND RAFTER FLANGE BRACES.
End Post to Bridge Clip ConnectionHot Rolled Bridge Channel
EF09003Feb '11 01
End Post to Bridge Clip ConnectionEnd Post at Peak - Hot Rolled Bridge Channel
EF09005Feb '11 01
By-Pass Girt to Column"Optional" Liner Connection - Flange Brace FB4_
CF01202Dec '10 00
By-Pass Girt to Column"Optional" Liner Connection - Flange Brace FB6_ or FB7_
CF01205Dec '10 00
Push Nut Installationat Girt Lap
05-12-30Dec '10 00
A
A
STAR
BUI
LDIN
G SY
STEM
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