page 2 of change order clarificationstarbuildings.com/downloads/sales_orders/12-b-61076 yard...

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



A NCI Company


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



A NCI Company


13

BUILDING ABUILDING INFORMATION


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:



A NCI Company


13

BUILDING ABUILDING INFORMATION


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



A NCI Company


13

NON-STANDARD CONDITIONS


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.

STAR BUILDING SYSTEMSDrawing Index

STAR

BUI

LDIN

G SY

STEM

S

STAR

BUI

LDIN

G SY

STEM

S

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

S

STAR

BUI

LDIN

G SY

STEM

S

STANDARD DOWNSPOUT DETAIL

STAR

BUI

LDIN

G SY

STEM

S

STAR

BUI

LDIN

G SY

STEM

S

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