HomeMy WebLinkAboutPLANS - 05-00224 – 293 Airport Rd - Airplane HangarDRAWING INDEX DRAWING RELEASE HISTORY
DRAWING TITLE I PAGES TYPE I DATE I DESCRIPTION
MATERIALS
GENERAL NOTES
ASTM DESIGNATION
P BUILDINGS
VARCO-PRUDEN
Cover Sheet
Notes
Anchor Bolt Plan
Primary Structural
Secondary Structural
Standard Erection Details
VP Buildings, Inc. 3200 Players Club Circle Memphis
3 PLATE WELDED SECTIONS
COLD FORMED LIGHT GAGE SHAPES
BRACE RODS
HOT ROLLED MILL SHAPES
HOLLOW STRUCTURAL SECTION (HSS)
CLADDING
A529, A572, Al011 SS
A1011 SS
A572
A36, A572, A529, A992
A500
A653, A792
A325 BOLT TIGHTENING REQUIREMENTS
GRADE 50
GRADE 55
GRADE 65
GRADE 36 KSI OR GRADE 50
GRADE B
GRADE 50 CLASS 2 OR GRADE 80
IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE
REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR
IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS
ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT' CONDITION AS PERMITTED BY THE
SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2000 ED.), UNLESS INDICATED AS
"PRE-TENSIONED"ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW.
PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN SEISMIC
PERFORMANCE / DESIGN CATEGORY D, E OR F (ZONE 3 OR 4), SEE CODES AND LOADS NOTES BELOW FOR
SEISMIC DESIGN CATEGORY.
PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF
BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS.
CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST
BE PRE -TENSIONED,
ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH SC DESIGNATION MUST BE
PRE -TENSIONED, SC TYPE CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE
FRICTION AT CONTACT SURFACES.
ALL A490 BOLTS MUST BE PRE -TENSIONED WITH WASHERS UNDER TURNED ELEMENT.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED', EVEN IF ABOVE CONDITIONS
EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS,
WASHERS ARE NOT REQUIRED FOR "SNUG-71GHT' CONNECTIONS. PRE -TENSIONED CONNECTIONS TIGHTENED USING THE
TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS.
CODES AND LOADS
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC„ MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED BELOW, SEE CALCULATIONS FOR FURTHER DETAILS.
Building Code: 2003 International Building Code
Hanger. Building Use:Standard Occupancy Structure, Collateral Gravity: 1.00 psf (Not Including bldg wt)
LIVE LOADS AND RAINFALL
Live Load 20.00 psf (Reducible)
Rainfall: 4.00 in per hour
SNOW LOAD
Ground Snow: 50.00
, Roof Snow: 35.00 psf, Flat Roof Snow: 35.00 psf
Snow Exposure Category: 2 Partially Exposed
Snow Importance: 1.000 Thermal Category (Factor): Heated (1,00)
WIND LOAD
Wind Speed: 90.00 mph, Wind Exposure: C
Basle Wind Pressure: 15.36 psf
Wind Importance Factor. 1.000, Ft= Topographic Factor. 1,0000
Wind Enclosure: Enclosed, 0,160
Note: Ifthe building Is design as ENCLOSED, all windows, doors, skylights
and other covered openings must be designed for the specified above wind loads
EARTHQUAKE DESIGN DATA
Lateral Force Resisting Systems using Equivalent Force Procedure
Mapped Spectral Response - Ss:51.08 %g, S1:16.44 %g
Seismic Hazard I Use Group: Group 1
Seismic Performance / Design Category: D (See Bolt Tightening Note Above)
Seismic Snow Load: 7.00 psf
Seismic Importance: 1.000
Soil Profile Type: Stiff soil (D, 4)
Design Spectral Response - Sds: 0.4738, Shc: 0.2348
Ordinary Steel Moment Frames
Frame Redundancy Factor.1.2000
Framing R-Factor. 3,5000, Frame Seismic Factor (Cs): 0.1354, Design Base Shear = 0.1354 IN
Ordinary Steel Concentric Braced Frames
Brace Redundancy Factor.1.2000
Bracing R-Factor. 3.5000, Brace Seismic Factor (Cs): 0.1354, Design Base Shear= 0,1354 W
THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP
7gSDRAWNG NCLUDING ENFORMATONHEREON.
P�OPER
COVER SHEET
AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE
Ilj
REMA NS HE OF VP BUILDINGS.
IT IS PROyIDED SOLELYFo R ERECTN GTHE BULDINO
t^U"",,.wA4o
BUILDER
JOB N
VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN
DESCRIBEDNTHE APPUCA&TEPURCHASEORDERAN0
FOR
Teton West
OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO
SHALL NOT BE MODIFIED, REPRODUCED OR USED
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
CUSTOMER
DATE
ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
APPROVAL OF VP BUILDINGS.
5/12I2005
THE 0 ENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORXMANSMP
LOCATION
Rexburg, Idaho
.
VP BUILDINGS
DRAWN/CHECK
N ERECTING THIS BUILDING IIINNCCONFORMANCE WITH THIS
ARL APPLIC AF11VP8UNE.DINGS EREC auDRAWWING
VP BUILDINGS, INC.
PROJECT Nile Tanner
AND INDUSTRY STANDARDS PERTAINING TO PROPER
RISC CATG. NB CERTIFIED
ea DERSPOR
VPCVERSWN. 5,2b
PAGE
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
5/17/2005 11:44:37 FILE"' 4091 Nile Tanner 50x50x17 5-12-05.VPC
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THE VP ENGINEER'S SEAL APPLIES
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VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
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APPROVAL OF VP BUILDINOS, T'fE
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IN ERECTING THIS BUILDING IN COpoPFr ORMANCE W TH THIS
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VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125 BUILDING SEDIS
EV DATE BY DESCRIPTION BUILDER Teton West
CUSTOMER
LOCATION Rexburg, Idaho
ROLEcr VP BUILDINGS
Nile Tanner RALOfi B
NTS rUJLDIPON VPCVERSION, 5,2b
5/1712005 11:45:04 FILENAME 4091 Nile Tanner 50x50x175-12-05.VPC
Covering Schedule
Id Qty Type Length Gage OP Fin
#121 17 PR 16' -3 7/8" 26 G K
#122 1 PR 1' -2 1/2" 26 B K
Oper. Code: G=CR,NIT
Oper. Code:B=SQ,CR
Finish: K=KXL
Color: TD=Standard Color
0
Color Direction
TD Right to Left
TD Right to Left
Trim Schedule
Id Parts
T1 (2.5)BG3
Color Details
Match Wall Color EN52A1,WCO1D1,WC04A1,WS27A2,WS27C2
T
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(17)#121
T1
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e
NBVP
- Maso
y
1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL APPLIES
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. VPNAND TO THE
PERFOCRMANCE
2 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
3, PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS NOT APPLY TO THE PERFORMANCE
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
0'-0"
COVERING ELEVATION AT M
= Hanger. Wall = 4
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLEPURCHASEORDER AND
SHALL
NY OTHER PEURPPSE WItHOUT PpIOR WgtnENED FOR
APPROVAL OF VP BUILDINGS,
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
RAPLCDBLE REFERENCED
S DRAWNG,
ALL APIAVP RCTIOGUIDES,
AND INDUSTRY STANDARDS PERTAINNGTOPROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
'.EV DATE BY DESCRIPTION
NTS
5/1712005 11:44:59
COVERING ELEVATION AT M
ALDER Teton West
JSTOMER
CATION Rexburg, Idaho
IOJECT Nile Tanner
4091 Nile Tanner 50x50x17 5-12-05.VPC
DATE
5112/2005
VP BUILDINGS DRAwwcHECK
VWCORiUOEN
VPC VERSION. 5,211D
PAGE
Covering Schedule
Id
Qty Type
Length
#94
9 PR
17 1 -10 1/211
9 PR
17 1 -10 1/211
I#95
#96
1 PR
11-2 1/211
Oper.
Code: F-CR,SQ
Oper.
Code: B=SQ,CR
Finish: K=KXL
Color:
TD=Standard
Color
0
Gage
OP
Fin,
Color
Direction
26
F
K
TD
Left to Right From Peak
26
F
K
TD
Right to Left From Peak
26
B
K
TD
Right to Left From Peak
1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED,
2. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
Trim Schedule
Id Parts
TI(3)RCHBI5,RCHB10,(6)RFR10,(2)RKF20,RKF16
T2 CT16
T3 (2.5)BG2
T4 EAIL,PRF1
01-011
COVERING ELEVATION AT 3
= Hanoer. Wall = 3
REMAINS THE PROPERTY OF VP BUILDINGS,
IT JS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
ANY OTHER PURPOSE WIiNOIPJRT PRIOp WRfIRTENED FOR
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWNG, DETAILS REr CRENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
EV DATE BY DESCRIPTION
NITS
5/17/2005 11:44:58
Color Details
Patrician Bronze RC30B1
Match Wall Color WC20A1
Match Wall Color EN52A1,WCO1D1,WC04A1,WS27A2,WS27C2
Patrician Bronze RC38A2
T
COVERING ELEVATION AT 3
1ILOER Teton West
JSTOMER
'CATION Rexburg, Idaho
tOJECT Anfl
Nile Tanner
ALDER'S PON VPC VERSION
5.2b
.ENAMEI 4091 Nile Tanner50x50x17 5-12-05.VPC
JOB N
1 5/12/2005
Covering Schedule
Id Qty Type Length Gage OP Fin
#119 17 PR 16' -3 7/811 26 G K
#120 1 PR 1'-2 1/2" 26 B K
Oper. Code: G=CR,NT
Oper. Code: B=SQ,CR
Finish:K=KXL
Color:TD=Standard Color
T
T3
Color Direction
TD Right to Left
TD Right to Left
Trim
Schedule
Id
Parts
T1
CT16
T2
(2.5)BG3
T3
EAIR,PRF1
Color Details
Match Wall Color WC20A1
Match Wall Color EN52A1,WCO1D1,WC04A1,WS27A2,WS27C2
Patrician Bronze RC38A2
T
I
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I
----------
---------
----
---------
------------
--------
---------
---------
I
II
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(17)#119
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II
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II
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T2
#120
0
Z Z
.I
NBVP
- Maso
y
1, WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED, VP AND DESIGN AND PERFORMANCE
2 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
3 PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS NOT APPLY TO THE PERFORMANCE
MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP OR DESIGN OF ANY OTHER PRODUCT
OR
COMPONENT FURNISHED BY VP
LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
0'-On
COVERING ELEVATION AT A
= Hanger, Wall = 2
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
ANY OTHER PURPOSFE WIYHOUT PRIOR WRITTENED FOR
APPROVAL OF VP BUILD;NGS
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
N ERECTING THIS BUILDING IN CONFORMANCE WTH THIS
ALL APPGe�BLEVPE0.ECENCOD� SIS DRAWING,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
EVI DATE I By I DESCRIPTION
NTS
5/17/2005 11:44:57
COVERING ELEVATION AT A
ALDER Teton West
ISTOMER
CATION Rexburg, Idaho
OJECT Nile Tanner
ALDER'S POM
ENAMEI 4091 Nile Tanner 50x50x17 5-12-05.VPC
P BUILDINGS
WALOPAUDBV
VPCVERSION 5.21D
JOB k
1 5/12/2005
Covering
Schedule
Id
Q ty
Type
Length
#87
7
PR
181-10 1/21,
#88
2
PR
16'-1 1/211
#89
7
PR
18'-10 1/21,
#90
1
PR
16'-1 1/211
#91
1
PR
16'-811
Oper. Code:F=CR,SQ
Oper. Code: 1=SQ,SQ
Finish: K=KXL
Color:TD=Standar A> or
Gage
OP
Fin.
Color
Direction
26
F
K
TD
Left to Right
From
Peak
26
F
K
TD
Left to Right
From
Peak
26
F
K
TD
Right to Left
From
Peak
26
F
K
TD
Right to Left
From
Peak
26
1
K
TD
Right to Left
From
Peak
Trim Schedule
Id Parts
T1(3)RCHBI5,RCHB10,(6)RFR10,(2)RKF20,RKF16
T2 CT16
T3 (2.5)BG2
T4 RRCI0,SPC10
T5 EAIR,PRF1
T6 EAIL,PRF1
T4
-----------------------
Color Details
Patrician Bronze RC30B1
Match Wall Color WC20A1
Match Wall Color EN52A1,WCO1D1,WC04A1,WS27A2,WS27C2
Patrician Bronze RC38C4
Patrician Bronze RC38A2
Patrician Bronze RC38A2
T1-25'-1
1/1O _----
-------------
--__
__------
— T1-25'-1
-
T6_— ----- ---- --
----------------
-- -------
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#90
#91j
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#89
(2)
#88
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(7) #87
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I
rBVI-
Maso 1'
T3-40'-0°
e
BVFI
Maso y
COVERING ELEVATION AT 1
VP Ref: Shape Name
anger, Wall = 1
1. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
THE VP ENGINEER'S SEAL APPLIES
THIS ORAVANG, INCLUDING THE INFORMATION HEREON,
REMOVAL ORAUERATIONWITHOUTPRIORAUTHORIZATIONISPROHIBITED.
ONLY TO THE WORE PRODUCT OF
REMAINS THE PROPERTY OF VP BUILDINGS.
2 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED INTHE APPLICABLE PURCHASE ORDER AND
3. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS
THE VP ENGINEER'S SEAL DOES
SHA NOT ggEMODIFIED REPRODUCED OR USED FOR
ANV OTHER PURPOSEWIYAPT PRIOR WRITTEN
MAYBE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
APPROVAL OF VP BUILDINGSOR
THE,
CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPOENSIBLEF RACCURATE,GOODQUALTYWORKMANSHIP
LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS
NT VP
EXCEPTPTOEANYFDESIGNEORBPER-
FORMANCE REQUIREMENTS
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
SPECIFIED BY VP.
ALL APPLI ABLE VPREREC ON GUUIDES, DRAWING
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
VP Bulldings, Inc.
3200 Players Club Circle Mernphls TN 38125 COVERING ELEVATION AT 1
REV DATE I BY I DESCRIPTION BUILDER Teton West
CUSTOMER
LOCATION Rexburg, Idaho
PROJEcT Nile Tanner
NTS BUILDER'S POOR
5/17/2005 11:44:56 FILENAME4091 Nile Tanner 50x5Oxl 7 5-12-05.VPC
P BUILDINGS
wacoaauoSu
VPC VERSION'. 5.2b
JOB N
1 5/12/2005
Covering Schedule
Id Qty Type Length
#80 17 PR 24'-5 3/8"
#81 17 PR 3'-4"
#82 17 PR 24'-5 3/8"
Oper. Code: 1=SQ,SQ
Oper. Code: 3=SQ,SQ
Finish:G=Galvalume
Color:TD=Standard Color
Gage
OP
Fin.
Color
26
1
G
TD
26
3
G
TD
26
1
G
TD
0
I
0
Ice Damming Conditions Exist
- (Field Repair Fastener)
(1 bags) #55308 #17-14xl" S.S. Roof Fastener
Notes
1. PRE -DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS
MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP
LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS
2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM,
REMOVAL OR ALTERA110N WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION.
4. FOR PR PANEL, PRE -DRILLING OF SIDELAP FASTENERS REQUIRED DUE TO
THE ABSENCE OF A PURLIN BEARING EDGE. SEE SED RC03B1.
Direction
Left to Right
Left to Right
Righ 1 o Left
Trim Schedule
Id Parts
T1 RRC10,SPC10
(17)#8
(17) #8
(17)#8
1 50'-0"
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
ROOF COVERING PLAN
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALLNOTBEMODIFIED REPRODUCED OR USED FOR
ANY OTHERR 7PURPOSE W7YHOUT PRIOR WRRTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD OUALITY WORKMANSHIP
IN ERECTINGTHISBUILDING IN CONFORMANCE WITH THIS
ALL APP�ICDABLE VP ERECTION GUUIDES IS DRAWING,
ANDINDUSTRY STANDARDS PERTANNG TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
Color Details
Patrician Bronze RC38C4
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IEVI DATE BY DESCRIPTION
NTS
5/17/2005 11:44:53
ROOF COVERING PLAN
OLDER Teton West
STOMER
CATION Rexburg, Idaho
DJECT Nile Tanner
ILDER'S PGM
ENAMEI 4091 Nile Tanner 50x50xl7 5-12-05.VPC
P BUILDINGS
voRcoaBuoen
VPC VERSION; 5 2b
JOB M
1 5/12/2005
II
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----
--------- —---------- —--------------------------------------------
01,
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29GI
I
02K2411417(Typ.)
�q4� 03K2411417(Typ.)
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NBVP -�;
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/-7-1
I
I
4 1' -1 1/4"
3 2' -10 3/411
2 6"
1 1'-0"
Dimension Key
1. UNLESS NOTED, USE 112 X 1 1 /2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS.
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO EREC71ON OF WALL
AND ROOF SHEETS, REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
4'-01,
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORE PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
0'-0"
SECONDARY ELEVATION AT M
VP Ref: Shane Name = HannAr Wall =
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBEDINTHE APPLICABLE PURCHASE ORDER AND
ANY OTHER PURPOSEEWITHOUT PftIOREDOR UNED FOR
APPROVAL OF VP BUILDINGS. fITE
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, G00D QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE VrifN THIS
DRAWING DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP R C ON GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
4' -611
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT M
REV DATE BY DESCRIPTION BUILDER Teton West
CUSTOMER
LOCATION Rexburg, Idaho
ROJECT Nile Tanner
NITS BuiLDERs-
5/17/2005 11:44:52 FaENAME 4091 Nile Tanner 50x50x175-12-05.VPC
P BUILDINGS
NNC6PRUOBI
VPC VERSION: 5.2b
OPart Mark Key
1 JBC1
2 004JO702017
3 01G0302217
4 GFA206
0
uo
w
0
3'-6"
3'-0"
0'-0"
SECONDARY ELEVATION AT 3
2 3' —2 1/4"
1 4'-0"
Dimension Key
VP Ref: Shape Name = Hanaer, Wall = 3
13'-6"
O
O
1. UNLESS NOTED, USE 1/2X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS,
2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS, REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUTAEMENTs SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
Or, COMPONENT FURNISHED BY VP
EXCEPT mo ANY DESIGN OR PER-
FOR14ANCE REQUIREMENTS
SPECIFIED BY VP.
THIS DRAVANG,INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OFVPBUILDINGS.
ITS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED INTHE APPU
APPLICABLE
SHALL NOT BE MODIFIIEDREPRODUCEO OR USED FOR
ANYOTHER OF VP BUILD NHOUT PRIOR WW EN
APPROVAL OF VP BUILDINGS
VP Buildings, Inc,
3200 PaersClubClrcle Mem
Y phIsTN38125
EVATIONAT3
REV
DATE
BY
DESCRIPTION
BUILDER
Teton West
CUSTOMER
LOCATION Rexburg, Idaho
g
PROJECTNile Tanner
�&n
JOBN
THE GENERAL FOR ACCURATE, 000 ERECTOR ORKM N
RESPONSIBLE FORAccuRATE,GoocQUALITY woaKMANSHIP
INERECTING
EETHIS BUILDING INCONFORMANCE WITH THIS
ALL RPPLICABLELVP ERECTION GUUIDES, DRAWING,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
DATE
5/12/2005
DRAWMCHECK
NTS
BUILDER'S PON
VPC VERSION: 5.2b
PAGE
5/17/2005 11:44:51 FILENAME 4091 Nile Tanner 50x50x1 7 5-12-05.VPC
T
- - - - - - - - - - - - - - -
i
-------------------------------------------------------------------------------------
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03K2411417(Typ.)
I
I
I
I
02K2411417(Typ.)
I
I
I
I
I
I
I
77-- zNBV4-M.
y 7D
4 1' -1 1/4"
3 2' -10 3/4"
2 1'-01'
1 6"
Dimension Key
1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS,
2, WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS, REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
4'-6"
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
0'-0°
SECONDARY ELEVATION AT A
= Hanaer. Wall = 2
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
ANY OTHER PVAPOSEI W14HOUT PRL."NII IT AED FOR
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD OUAIRY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
ALLLAAPPLItABLAEVPRERECTnONGUIDESL DRAWING,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
4'-0"
VP Buildings, Inc
3200 Players Club Circle Memphis TN 38125 SECONDARY ELEVATION AT A
REV DATE BY DESCRIPTION BUILDER Teton West
CUSTOMER
LOCATION Rexburg, Idaho
ROJECT Nile Tanner
NTS BUILDERS PON
5/17/2005 11:44:50 FLENAME 4D91 Nile Tanner 50x50x175-12-05.VPC
VP BUILDINGS
KACOPFUOB!
VPC VERSION. 5.2b
JOB N
1 5/12/2005
OPart Mark Key
1 JBC1
2 001J0702217
3 DJC1
4 01G0408417(Typ.)
5 OIC0408417
6
7 DH0608717
8 01G0608717 A M
9 DHO608617
10 01G0608617
11 DHO609017
12 01G0609017
c
0
w
C
3 1111
2 3'-2 1/4"
1 4'-0"
Dimension Key
'-0" 3
3 5'-0"
-6 5/16" 6'-9 3/8" 6'-9 5/16" 6'-9 7/16" 6'-9 3/8" 5'-6 3/16"
50'-0"
SECONDARY ELEVATION AT 1
VP Ref: Shape Name
anger, Wall = 1
1, UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP,
GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT,
JAMB AND HEADER CONNECTIONS.
2, WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL
SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL
AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT
PRIOR AUTHORIZATION IS PROHIBITED.
THE VP EN WERE S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
NOT VP EN
TO THE PERFORMA cs
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
£ORMANCE REQUIREMENTS
SPECIFIED BY VP.
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS,
IT sPRO PROVIDED SOLELY
O ELYFOR ERECTING THE oaoENG
DESCRIEDINTHSHALL N BEDIFIEDREPRODUCHASEORDECED OR USED RAN
ANYOTHni o v eIFEIEOR
D s�PRIORWRITrEN
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
SECONDARY ELEVATION AT 1
REV
DATE
BY
DESCRIPTION
BUILDER Teton West
CUSTOMER
LOCATION
Rexburg, Idaho
PROJECTNile Tanner
�%n
oea
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THS BUILDING IN CONFORMANCE WTH THS
DRAWNG,DETAILSREFERENCEDINTHIS DRAWINGABLE,
ANDALL AINDUSTRYSTANDARDSPERTAIINIONGUIDNGTOPROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
DATE
5/12/2005
ORAWNCHECK
NITS
BUILDER'S POa
VPC VERSION. rj,'2b
PAGE
5/17/2005 11:44:49
FILENAME 4091 Nile Tanner 50x50x17 5-12-05.VPC
2 1'-0,1
1 611
7Dimenaion Key
1, UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR
THE VP ENGINEER' S SEAL APPLIES
PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE
PRODUT OF
VPNLY ANDTDESIGNwORK AND PERFORMANCE
BRACE TO PURLIN CONNECTIONS,
REQUIREMENTS SPECIFIED BY VP.
2. WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE
NOT APPLVP ENGINEER'S
N To THE PERFORMANCE
ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR
OR DESIGN OF ANY OTHER PRODUCT
TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER -
ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. FORMANCE REQUIREMENTSSPECIFIED BY VP.
----------02E2411414------------ ----------03E2411414:----
............... .
36P2901014 26P2901014
36P2901012 26P2901013
.............................................:............... •...................
I II
26P2901012(Typ.)
.
I I
36P2901011(TYP•) 26P2901013
36P2901012(Typ.) 26P2901012
36P2901013 26P2901012—
...............
36P2901014 26P2901014- .
_____02E2411413__________ 03E2411414
I
24' -0 24' -611 1
50,-01,
ROOF SECONDARY PLAN
= cyan er
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS,
B IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE IAPIPLICAEBLE PURCHASE �OJRDER AND
SHALL THER PURPOSFEE�MYMOUTPRIOR WRIITENED FOR
APPROVAL CC VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE VATH THIS
DRAWING DETAILS RERENCED IN THIS DRAWING,
ALL APPLICABLE VP C ON GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
!EVI DATE I BY I DESCRIPTION
ROOF SECONDARY PLAN
ALDER Teton West
1STOMER
'CATION Rexburg, Idaho
IIIECT Nile Tanner
11LDERS POM
P BUILDINGS
MRCORiU06V
VPCVERsION, 5.2b
5117/2005 11, 44:48
ENAME 4091 Nile Tanner 50x50x17 5-12-05.VPC
OFrame
Member Schedule
OA325
Bolt
Connection
6 Plate
Schedule
Frame
Clearances
Part
Mem, Width
Thick.
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
Horiz.
Clearance between members 1(CGX001)
and 8(CGX001): 47'-0"
CGX001
15"
.0590
2131.0590
8
1/2"
8
1/2"
14'-8
7/16"
Dia.
Length
Thick.
Out In Bolt
Vert.
Clearance at
member
1(CGX001): 15'-8
7/16"
BGX001
2-45"
.1200
213.1200
8
1/2"
8
1/2"
25'-0
3/4"
A 4
1/2"
1 1/2"
3/811
1 1
Vert.
Clearance at
member
8(CGX001): 15'-8
7/16"
BGX002
5-75"
.1200
2@.1200
8
1/2"
8
1/2"
25'-0
3/4"
B 4
3/4"
2"
1/2"
1 1
Vert.
Clearance at
member
9(EGX008): 16'-8
7/16"
CGX001
85"
0590
2@.0590
8
1/2"
8
1/2"
14'-8
7/16"
Vert.
Clearance at
member
10(EGX009): 16'-8
7/16"
EGX008
95"
0590
213.0590
8
1/2"
8
1/2"
15'-8
5/8"
Finished Floor Elevation =
100'-0" (Unless
Noted Otherwise)
EGX009
1051,
.0590
2@.0590
8
1/2"
8
1/2"
15'-8
5/8"
8
19'-1"
7
3 3/8"
6
2 @ 2'-7 1/2"
5
1'-6 11/16"
4
1'-0"
3
1' -1 1/4"
2
2' -10 3/4"
1
9 1/2"
Dimension Key
1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
M
25`1 1/16" 1'000.1
4 @ 4'-6"
6
3' -6"
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER—
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
A
2 5 5 25'-1 1116" 1.000:12
4 @ 41-6" 6
o O
un Ln
O O O
n N N O
3'-0" �. 13'-6"
0'-0"
FRAME CROSS SECTION AT FRAME LINES) 3
VP Ref: Shane Name = Hanaer Wall 4. Frame 3
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE ODIFIED REPRODU DOR USED FOR
ANY OTHER PU POSE VVI'fHOUT PRIG WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WRY. THIS
ALL
APPGI�D B�I.E VP REFERENCED
GD IN
S DRAVMJG,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IEV DATE BY DESCRIPTION
NTS
5/17/2005 11:44:47
FRAME CROSS SECTION AT FRAME LINE(S) 3
Teton West
Nile Tanner
4091 Nile Tanner 50x50x17 5-12-05.VPC
JOB N
DATE
5/12/2005
P BUILDINGS DRAwwcHECK
wgcoaauoc+a
VPCVERSION: 52b PAGE
OFrame Member Schedule
Part
Mem. Width
Thick.
CX002
1 5"
.3125
RBX003
2 5"
.2500
3 5"
.3750
RBX004
4 5"
.3750
5 5"
.2500
CX002
6 5"
.3125
"Em
8 19'-1"
7 3 3/8"
6 2 @ 2' -7 1/2"
5 1' 6 11/16"
4 l'-O"
3 1'-1 1/4"
2 2' -10 3/411
1 9 1/2"
Dimension Key
OA325
Bolt
Connection
6 Plate
Schedule
Webthk
Depthl
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
.1875
1'-0"
2'-811
13'-10 13/1611
Dia.
Length
Thick.
Out In Bolt
.1875
2'-811
l'-9"
25'-0 3/411
A 16
3/4"
2 1/411
5/8"
4 4
.1345
1'-9"
2'-211
B 8
3/411
2 1/4"
5/811
1 3
.1345
2'-2"
2'-011
25'-3 1/8"
.1875
2'-0"
2'-8"
.1875
1'-0"
2'-811
13'-10 13/1611
M
25'-1 l/16" 1.000:1
6 4 @ 4 `6"
(2)FB4054
FB3054
Frame Clearances
Horiz. Clearance between members 1(CX002) and 6(CX002): 43'-111
Vert. Clearance at member l(CX002): 13'-10 13/1611
Vert. Clearance at member 6(CX002): 13'-10 13/1611
Finished Floor Elevation = 100'-011 (Unless Noted Otherwise)
A
2 5 k-
1/16^ 1.000:12
4 @
0
a a
Ln r 0 0 N
O O 1 M O
N a^ IS: �
4 W W 44 W
0' —D'
FRAME CROSS SECTION AT FRAME LINES) 2
0
Ln
O
N
Ln
PU
U
HD
(2)FB4054
FB3054
n7
e
CD
N
OIL)
N
VI' Her: sna a Name = rlanger
Wall 4, name 2
1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
SHE VP ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINSTHEPROPERTYOFVPBUILDINGS ,
VP Buildings, Inc.
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
mSPROVIDED SOLELY FOR ERECTING THE BUILDING
3200Pla Players Memphis TN38125
Y P
FRAME CROSS SECTION AT FRAME LINE(S) 2
UNLESS NOTED OTHERWISE,
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
ANY OTHERPURPOSE"V' OUTPRIORWRRENEOFOR
REv
DAe
Br
DESCRIPTION
BUILDER Teton West
eoea
2. SLOT R El NFORC EM ENT PLATES N E E D NOT BE LOCATED ON TH E SAM E
NOT APPLY TO THE PERFORMANCE
APPROVAL OF VP BUILDINGS
SIDE OF THE WEB AS THE HILLSIDE WASHER,
OR DESIGN OF ANY OTHER PRODUCT
cusroMeR
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, 0000 GUALITY WORKMANSHIP
DATE
5/12/2005
OA COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PEA-
ON
LOCATIRexburg,
FORMANCE REQUIREMENTS
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING,DETA0.S REFERENCED IN THIS DRAWING,
Idaho
P BUILDINGS
ORAWWCHECK
SPECIFIED BY VP.
ALL APPLICABLE VP ERECT ION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
PROJECT Nile Tanner
wvcocauoeu
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BUILDER'S POa
VPC VERSION
PAGE
BRACING,
NTS
5.2b
5/17/2005 11:44:45
FILENAME 4091 Nile Tanner 50x50x17 5-12-05.VPC
Frame Member Schedule
Part
Mem.
Width
Thick.
CX001
1
5"
.3125
RBX001
2
5"
.3750
3
5"
.3125
RBX002
4
5"
.3125
5
5"
.3750
CX001
6
5"
,3125
EGX001
7
5"
.0590
EGX002
8
5"
.0590
EGX003
9
5"
.0590
EGX004
10
5"
.0590
EGX005
11
5"
10590
EGX006
12
5"
.0590
EGX007
13
5"
.0590
8 19'-1"
7 3 3/8"
6 2 @ 2'-7 1/2"
5 1'-6 11/16"
4 1'-0"
3 1'-1 1/4"
2 2'-10 3/4"
1 9 1/2"
Dimension Key
Webthk Depthl
.1644 1'-0"
.1345 2'-3"
.1345 1'-6"
.1345 1'-10"
.1345 1'-6"
.1644 1'-0"
2@.0590 8 1/2"
213.0590 8 1/2"
213.0590 8 1/2"
213.0590 8 1/2"
20.0590 8 1/2"
213.0590 8 1/2'
2@.0590 8 1/2"
_ /
OA325
Bolt
Connection
& Plate
Schedule
Depth2
Approx. Lgth
Id Qty
Bolt
Bolt
Plate
Rows Rows Tension Washer
2'-8"
14'-3 13/16"
Dia.
Length
Thick.
Out In Bolt
1'-6"
25'-0 3/4"
A 16
3/4"
2 1/4"
5/8"
4 4
1'-10"
B 8
3/4"
2"
1/2"
1 3
1'-6"
25'-2 3/4"
C 2
3/4"
1 1/2"
2'-3"
2'-8"
14'-3 13/16"
8 1/2"
8"
8 1/2"
1'-7 1/16"
8 1/2"
2'-0"
8 1/2"
2'-4 7/8"
8 1/2"
1'-11 15/16"
M
8 1/2"
1' 6 15 16"
Frame Clearances
Horiz. Clearance between members 1(CX001) and 6(CX001): 43'-1"
Vert. Clearance at member 1(CX001): 14'-3 13/16"
Vert. Clearance at member 6(CX001): 14'-3 13/16"
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
A
'T 8 1/2" 8 1/4"
25'-1 1/16" 1.000:12 5 k=::::2 /65'-1 1 1 ^ 1.000;12
6 4 @ 4'-6" 4 @ 4'-6^
6
FB4050
FB3050
a a
0 0
0 0 0
0 n 0
n
N r p7 Cq O O
N C.0 C>•I rI N
-11"-+5'-6 3/16"+-6'-9 3/8" 6'-9 7/16"— }-6'-9 5/16" 6'-9 3/8"—+5'-6 5/16"+-5'-11"
50'-0"
1. USE 1/2 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
THE VP ENGINEER'S SEAL APPLIES
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
UNLESS NOTED OTHERWISE.
REQUIREMENTS SPECIFIED BY VP.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
THE VP ENGINEER'S SEAL DOES
140T APPLY TO THE PERFORMANCE
SIDE OF THE WEB AS THE HILLSIDE WASHER.
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
FRAME CROSS SECTION AT FRAME LINES) 1
T IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED EPRODUCED OR USED FOR
ANY OTHER PURPOSEWT OUT PRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
DRAWING DETAILS REFER NCEO IN THIS DRAWING,ALLAPPLICABLEVPEREC NGUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
tEV DATE BY DESCRIPTION
NTS
5/17/2005 11:44:43
4050
3050
n
c
0
N
au
N
FRAME CROSS SECTION AT FRAME LINE(S) 1
Teton West
Rexburg. Idaho
Nile Tanner
4091 Nile Tanner 50x50x1 7 5-12-05.VPC
JOB &
DATE
511212005
P BUILDINGS DRAwwcHECK
wacolwuori�
VPCVERSION: 52b PAGE
C-
CD
0
T T T
:X001 CX002
1 '-03RA250S
I
03RA2 5 0 5
'EGX007 '-U3RA25o5
; I
;
f03RA2505
N
c EGXO 0 6 c \o3RA26oS o
xp� X�p
fX R1 �
I 6p5
1
li" EGX005 �p32
"'--o3RA2S
; 08 I
;_.,.0 3�2 5 p 9
`r'EGXO04.... ............................................. . ............................... ..............
I
p3RA2509
IEGX003 �03
�2605
0 0
0
�EGX002 /p3Rp2605
o3RA2505
03"2505
HEGX001
iO3PA25o5
f-03"2505
CGX001
rn
c
C
W
CX001 CX002 CGX001
24'-0" 24'-6'1 1
50'-0"
PRIMARY AND ROOF BRACING PLAN
2 1'-0'1
1 61,
Dimension Key
VP Ref: Shane Name = Hanaer
1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO
THE VP ENGINEER'S SEAT. APPLIES
THIS DRAWING. INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
VP Buildings, Inc.
FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
mSPROVIDED SOLELY FOR EREMNGTHE BUILONG
3200 Players Club Circle Memphis TN 38125
y p
PRIMARY AND ROOF BRACING PLAN
UNLESS NOTED OTHERWISE,
REQUIREMENTS SPECIFIED BY VP.
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOTBE MODIFIED REPRODUCED OR USED FOR
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
ANY OTHER PURPOSE WTYHOUTPRIOR , EN
APPROVAL OF VP BUILDINGS
REV
DATE
By
DESCRIPTO"
BUILDER
Teton West
JOBM
SIDE OF THE WEB AS THE HILLSIDE WASHER,
OR DESIGN OF ANY OTHER PRODUCT
cusroMER
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
DATE
5/12/2005
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PEA-
LOCATION
FOAMANCE REQUIREMENTS
IN ERECTING THIS BUILDING INCON50RMANCEWITH THIS
Rexburg, Idaho
A��n
DRAWN HECK
SPECIFIED BY VP.
DRAWING, DETAILS REFERENCED IN THIS DRAWING,
ALL APPLICABLE VP ERECTION GUIDES,
AND INSTANDARDS PERTAINING TO PROPER
PROJECT Nile Tanner
BRACTION, INCLUDING THE CORRECT USE OF TEMPORARY
NTS
BUILDER'S PC#
VPC VERSION 52b
PAGE
5/17/2005 11:44:42 FILENAME 4091 Nile Tanner 50x50x175-12-05.VPC
;1
E. 22 U.• 2 ur
64— �I 64mm
4
1 (4)3/4" Dia. A36 A.Bol
late W=8" L=1'-1"
lev.=100'-O" Dim A=1'-1"
EL
I VARIES
BOTTOM OF
COLUMN
BASE PLAT
STD - 1/2" (13n1m)
-•(r=SH-T(Cn1m)
TYPICAL COLUMN
BASE PLATE DETAIL
2 (2)3/4" Dia. A36 A,Bol
late W=8" L=10"
levation=114'-0"
11 EM
10"kAWdm.' 22mm)
Framed Opening
LpenlnA Wltllh. A"(22Amm) I
alk Door w/ Sub Frame �I
MID, CIE
�oe•mmwmn.<ta•(n<mml �1
V�aik Door wlo Sub Fralne
FRAMED OPENING AT MASONRY
A"
152mm
- 4 @
¢E
6
2 IIC" 2 I/Y'
21." VJ• mm `6�
-63mm FL
4mm
FL
s D3 (4)3/4" Dia. A36 A.Bolts D4 (2)3/4" Dia. A36 A.Bo2
Plate W=8" L=1'-1" Plate W=8I, L=10"
Elev.=100'-0" Dim A=1'-1" Elev.=101'-0" Dim A=1'-1"
112" (13mm) DIAMETER
6 1/6" 2 1/2" (64mm) CONCRETE ANCHORS
PROJECTION (U.0 N.I (NOT BY VP)
30mm a
BOTTOM OF COLUMN tL
A EV.
�- -
w 1 1l4" OPENING W
0 IDTH 1 � � .mm —
.mm
_I 4" I N NOTE: 1"(25mm) PROJECTION ABOVE
�? O1 BOTTOM OF JAMB CLIP
02mm
TYPICAL ANCHOR
BOLT PROJECTION FRAMED OPENING DETAIL
D5 (2)3/4" Dia. A36 A.Bolts
Plate W=81' L=10"
Elevation=101'-0"
Finished door tlevatlon
= 100'-U•' Unless Noted OtheNvIse
1.CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE
THE VP ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATIONHEREON.
REMAINSTHE PROPERTY OF VP BUILDINGS.
VP Buildings, Inc.
TO BE FURNISHED BY OTHERS
ONLY TO THE WORK PRODUCT OF
P
VAND DESIGN AND PERFORMANCE
ITISPROVIDED SOLELYFORERECTING THE BUILDING
3200 Players Club Circle Memphis TN 3B125
Y P
ANCHOR BOLT PLAN - DETAILS
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BYALLOWABLE SHEAR AND TENSION
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALLNNY OTBEMODIFIEDREOPRODUCEDORUSEDFOR
PER AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS
NOT APPLY To THE PERFORMANCE
gNPROVALO VP BUILDINGS. PRIORWRFTEN
REV
DATE
BY
DESCRIPTION
BUILDER
Teton West
OBp
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING
OR DESIGN OF ANY OTHER PRODUCT
CUSTOMER
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
DATE
5/1212005
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS.
OR COMPONENT FURNISHED BY VP
EKCEPT TO ANY DESIGN OR PER-
3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT.
FORMANCE REQUIREMENTS
seEcxaxED BY VP,
IN ERECTING THIS BUILDING IN CONFORMANCE VITHTHIS
DRAWING DETAILS REFRENCED INTHS DRAWING,
LOCATION Rexburg, Idaho
P BUILDINGS
DRAW CHECK
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE
ALL APPLICABLE VP ERECTION GUIDES,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ROJECT
Nile Tanner
encoPauo�
A CU AT Y AC AS HOW O S RAWNGO S NO IT,
RACINGERECTION,INCLUDING THE CORRECT USE OF TEMPORARY
NTS
BUILDER'S PO!
PC VERSION 52b
PAGE
5/17/2005 11:44'A1
FILENAME' 4091 Nile Tanner 50x50x17 5-12-05.VPC
9-
T T T
\
e
�
W !
—F —
0
1O
r
cc
\
m
F
�i —UP —
1
F
i
(F)-
1 11"
Dimension Key
1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE
TO BE FURNISHED BY OTHERS
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION
PER AISC SPECIFICATIONS (FY = 36 KSI), ANCHOR BOLT LENGTH, EFFECTS
OF EMBEDDED ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING
FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO BE DETERMINED BY OTHERS,
3. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE REACTIONS REPORT.
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE
I
D3
i
D4
I
D2
'71
i
i
I
i
II
I
i
I
i
i
II
D51
D2
Ir+
i
I
I
i
,D2
,
I
I
I
D2
I
I
II
I
D2
D511
M
li
D2
FI, ,
i
II,I
D1
D3
T
I
D4'
r
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
ExCE IT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
25'-011 25'-0"
50'-0"
ANCHOR BOLT PLAN
= Iuu -u unless ivorea utneiwlse
THIS DRAWING, INCLUDING THE INFORMATION HEREON,
REMAINS THE PROPERTY OF VP BUILDINGS.
R IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED REPRODUCED OR USED FOR
ANY OTHER PURPOSE VAYHOUTPRIOR WRITTEN
APPROVAL OF VP BUILDINGS.
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
ALL
APIPLIC ABLE VPRERECTIDN GUIDES IS DRAVANG,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
SPACING,
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
IEVI DATE I BY I DESCRIPTION
NTS
5/17/2005 11 A4:39
ANCHOR BOLT PLAN
11LDER Teton West
1STOMER
'CATION Rexburg, Idaho
JOJECT Nile Tanner
JILDER'S PON
JOB M
DATE
5/12/2005
VP BUILDINGS DRAwwcHECK
wacomu
VIC VERSION 5.2bPAGE
E"ANTE 4091 Nile Tanner 50x50x17 5-12-05.VPC
BUILDER/CONTRACTOR RESPONSIBILITIES
FIRE CODE COMPLIANCE
VP BUILDINGS CERTIFICATIONS
VP Buildings follows the guidelines as outlined In the AISC and MBMA Codes of Standard Practice, VP
Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless
stipulated otherwise in the contract documents. In case of discrepancies between VP Buildings structural plans
and plans for other trades, VP Building structural plans shall govern.
It Is the responsibility of the Builder to obtain approvals and permits from all governing agencies and
jurisdictions as required. Approval of VP Building drawings constitutes the builders acceptance of VP
Interpretation of the contract purchase order. Unless specific design criteria concerning Interface design and
details are furnished as part of the contract, VP Buildings design assumptions shall govern.
VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineering supply
sealed engineering design data and drawings for VP supplied material as part of the overall project for use by
others to obtain permits, approvals, and coordinate with other trades The Builder or A/E firm are responsible
for the overall project coordination, Including coordination with appropriate Inspection and testing agencies. All
Interface and/or compatiblllty of any materials not furnished by VP are to be considered and coordinated by
the builder or A/E firm.
CONSTRUCTION & ERECTION RESPONSIBILITY
The Builder Is responsible for construction In strict accordance with VP Buildings "FOR CONSTRUCTION"
drawings and all applicable product Installation guides. VP Is not responsible for work done from any other VP
drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others. The Builder Is
responsible for accurate setting of anchor bolts (+- 1/8" accuracy), erection of steel, and required alignment
such that components are straight and plumb per MBMA Code of Standard Practice. Out of stralghtness for
any member shall not exceed 1/300.
The bullding erector shall be properly licensed and experienced In erecting metal bullding systems. The Builder
Is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing
site safety criteria. The builder Is responsible for designing, supplying, locating and installing temporary
supports and bracing during erection of the bullding. VP bracing Is designed for code required loads after
bullding completion and shall not be considered as adequate erection bracing. Se VP Builder Memo #BM-006.
EXISTING STRUCTURES
VP must be advised of any existing structure that Is within 20 ft. of VP's bullding. Loadings of both bulldings
may be affected when adjacent buildings are within this distance. VP cannot be responsible for the design or
loading of existing bulldings.
BRACING
Tension brace rods work In pairs to balance forces caused by Initial tensioning. Care must be taken while
tightening brace rods to as not to cause accidental or misalignment of components. All rods must be
Installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles
ft may be necessary to support the rod at mid -bay by suspending ft from a secondary member.
Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be
designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts,
Equipment bracing and suspension connections must not Impose torsion or minor axis loads, or cause local
distortion In any VP components. VP accepts no responsibility for design or Installation of bracing systems
not furnished by VP.
FIELD WELDING
All field welding shall be done at the direction of a design professional, and done In accordance with governing
requirements (AWS In USA, CWB in Canada) by welders qualified to perform the welding as directed by the
applicable welding procedure speclflcatlon (WPS). A WPS shall be prepared by the contractor for each welding
variation specified. Unless otherwise approved, use E70ksl yield, low hydrogen electrodes. The contractor shall
provide for any special welding Inspection as required by code.
DELIVERIES
It Is the responsibility of the builder to have adequate equipment avallable at the job site to unload trucks In
a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result
of job site unloading delays.
Per VP Builder Memo #BM•001, claims for damage or losses MUST be noted on the BIII-of-Lading or delivery
receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O,B. Plant) under the
Uniform Commercial Code. It Is critical that damages or loss be noted on the BIII-of-Lading or you have
IlItle recourse with the carrier, Immediately upon delivery of material, material quantities are verified by the
Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier Is
responsible for material shortages against quantities billed on the shipping document If such shortages are not
noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For
materials concealed In bundles, boxes, or crates, shortages must be reported Immediately upon unpacking.
Should products get wet, bundled and crated materials must be unpacked and unbundled Immediately to
provide drainage of trapped moisture.
SEALANTS
Sealants shall be applied In strict accordance with VP details or weather tightness will be compromised.
Sealant must be applied In temperatures and weather condRlons consistent with labeling.
Butyl Sealants - Service Temperature Range (Degrees): Min -40F (40C); Max 20OF (104C)
Tape sealants - Service Temperature Range (Degrees): Min -60F (-50C); Max 212F (100C)
INDEPENDENT MEZZANINES
Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper
Isolation from the VP building has been provided to avoid structural damage due to differential movements, or
Inadvertently apply loads to the VP structure. VP accepts no responsibility for the design of the Independent
mezzanine.
It Is the responsibility of the project design professional and builder to comply with local flre code regulations
Including consideration of, but not limited to, building use and occupancy, all bullding construction materials,
separation requirements, egress requirements, fire protection systems, etc. Builder shall advise VP of any
special requirements to be furnished by VP.
VP steel roof systems are ICC Fire Class B roof assemblies.
VP SSR steel roof systems are available for FM Class 1 fire rating.
UL approved fire rated assemblies (1-1 1/2") - Design No, P265 and P268.
FIELD MODIFICATIONS
Modifications to this bullding from details and Instructions contained on these drawings must be approved In
writing by VP Building engineers, or other licensed structural engineer. This Includes, but Is not limited to,
removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for
doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not Impose loads to this
structure beyond what Is specified for this bullding In the contract documents. VP Buildings, Inc. accepts no
responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure.
Per VP Builder Memo 9810-001, If the builder Intends to Invoice VP Buildings for modlflcatlons In excess of
$1000, the builder must notify VP Buildings Immediately, and obtain a Work Authorization from VP Buildings
prior to proceeding. All final claims must be submitted to VP Buildings with all supporting documentation
within 30 days of the bullding completion. Claims submitted without work authorizations, or after 30 days will
not be accepted. Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling,
chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are
not subject to claim reimbursement.
CONCRETE/MASONRY/CONVENTIONAL STUD WALLS
The engineer responsible for the design of the wall system Is responsible for coordinating with, or specifying to
VP Buildings, any wall to steel compatibility Issues such as drift and deflection compatibility, special base
detalls, and wall to VP steel connections. All fasteners, sealant and counter flashing of wall systems are to
be provided by contractor.
PANELS
OII canning is an Inherent characteristic of cold formed steel panels. It Is the result of several factors that
Include Induced stresses In the raw material delivered to VP, fabrication methods. Installation procedures, and
post Installation thermal forces. Thru fastened panels will exhibit some dimpling when Installed, especially when
Insulation Is Installed between panels and secondary supports. Dimpling can be minimized by careful
Installation, taking care not to over drive fasteners.
Roof rumble Is a phenomenon that Is caused by wind gusts Iltting up on the roof panels and then springing
back Into place. All panels experience this action to some degree, especially with concealed clip panels such
as SSR and SLR, Roof rumble noise may be minimized by providing a layer of blanket insulation between
the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel
decking, or rigid board Insulation. A minimum of 3 Inch thick blanket Is recommended over steel secondary
members, or 2 Inch over substrates.
Oil canning, dimpling, and roof rumble do not affect the structural Integrity or weather tightness of the panels
and Is not grounds for rejection of panels.
SKYLIGHTS
VP's Tuflltes and VP's domed skylight have been tested to support a 300 lb. load over a 1 sq. it. area, as
well as uniform gravity and uplift load test. Local bullding departments may require added fall restraint due
to conditions that may affect the skylight structural Integrity. It Is the responslbllky of the builder to
determine and provide any added fall restraint under the skylight as may be required by your bullding
department.
RAIN WATER RUNOFF
Drainage systems must be designed by the project engineer to comply with code requirements. VP Is
not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and
contractor are responsible to ensure that overflow devices such as scuppers and auxlllary drains are provided
as required for the required rain Intensity at the bullding perimeter and at valley conditions to prevent bonding.
STEEL SHOP COAT
The purpose of VP's shop coat Is to provide protection for the steel members during transportation, during
temporary job site storage and during erection Standard shop formulation Is not designed to perform as a
finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly
drained during job site storage. It Is the Builder's responsibility to ensure that If a finish coat Is being applied
over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop
coat. See VP Builder Memo #BM-001 8 #BM-002,
THE VP ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF
VP AND DESIGN AND PERFORMANCE
AEQUI RE MEETS SPECIFIED BY VP.
THE VP ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE
OR DESIGN OF ANY OTHER PRODUCT
OR COMPONENT FURNISHED BY VP
EXCEPT TO ANY DESIGN OR PER-
FORMANCE REQUIREMENTS
SPECIFIED BY VP.
PLANT SPECIFIC CERTIFICATIONS
a ama
Arkansas
Calltornla
M ssour
o. Carolina
Wisconsin
Mexico
AISC
art.
M art.
M art.
M art.
eft.
eft.
M art.
ISO
0 1
0
IAS
FA-377
FA-401
FA-240
FA-388
FA-376
FA-378
CSA-A660
VPBULO
VPBUIO
OWE
DM. 1
DIV. 1
Los
Angeles, CA
Div. 1
DIV. 1
Houston,
TX
Approved
Approved
Riverside,
CA
Type 1 Fab
#SP02.0028
Clark Co.,
NV
Fab ID# 241
San
Bernardino
Co, CA
Fab ID#121
ICC Evaluation Reports
SSR Roof System - #ER-5621
Panel Rib Roof and Wall - #ER-4879
Vee Rib Wall - #ER-4879
State of Florida Product Approval (Listed as VP Buildings)
Dade Co. Product Certification
SSR Roof NOA#03-0206.13; Panel Rib Roof NOA#02-0123.08; Panel Rib Wall NOA#02-04187.01;
Vee Rib Wall NOA#Ot-1128.05
Underwriter's Laboratory Approvals
SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A; SSR Roof w/Super Block
Class 90-UL#TGKX-328;
Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 9D-UL#TGKX-64;
VP SLR/AEP SL Roof Class 90-UL#TGKX-60
Factory Mutual Approved Assemblies
SSR Roof Systems are approved In various type applications and listed In FM Approval Guide.
24 Ga SSR (0.0227" Nominal), Is available In Class 1-60, 1-75, 1.90 22Ga SSR (0.0277"
IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
ANY OTHER PURPOSE v°tROUT PRIOR WRITTENED FOR
APPROVAL OF VP BUILDINGS,
Nominal), Is available In Class 1-75. 1-90-, 1-120,
THE GENERAL CONTRACTOR ANCIOR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE, GOOD OUALITY WORKMANSHIP
IN ERECTING THE BUILDNG IN CONFORMANCE WITH THIS
AL APPLICABLE VPRERECTEION GLID S, DRAWING,
AND INDUSTRY STANDARDS PERTAINING TO PROPER
ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
BRACING.
VP Buildings, Inc.
3200 Players Club Circle Memphis TN 38125
EV DATE BY DESCRIPTION
NTS
5/17/2005 11:44:38
Erection Notes
JILDER Teton West
ISTOMER
CATION Rexburg, Idaho
IIIECT Nile Tanner
ALDER'S PC4
ENAME 4091 Nile Tanner 50x50x17 5-12-05.VPC
VP BUILDINGS
YMCOPR'JDEN
VPC VERSION'. 5 2b
ice I