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DRAWING INDEX
<br />GENERAL NOTES
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<br />VP BUILDINGS
<br />VARCO PRUDEN
<br />a division of BlueScope Buildings North America, Inc.
<br />DRAWING TITLE PAGES
<br />Cover Sheet 1
<br />Notes 2
<br />Anchor Rod Plan 3
<br />Primary Structural 4-13
<br />Secondary Structural 14-18
<br />Covering 19-23
<br />Special Drawings
<br />Standard Erection Details ► 7-4 - 2to
<br />11 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP
<br />AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE
<br />VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN
<br />OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO
<br />ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.
<br />DRAWING RELEASE HISTORY
<br />TYPE I DATE I DESCRIPTION
<br />ANCHOR ROD 1 04/21/09 I FOR CONSTRUCTION
<br />PERMIT SET 104/21/09 I PERMIT SET- For Building Dept. Approval
<br />VP Buildings 3200 Players Club Circle Memphis TN 38125
<br />THIS DRAWING, INCLUDING THE INFORMATION HEREON,
<br />REMAINS THE PROPERTY OF VP BUILDINGS.
<br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING
<br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
<br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
<br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
<br />APPROVAL OF VP BUILDINGS.
<br />THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY
<br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP
<br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS
<br />DRAWING, DETAILS REFERENCED IN THIS DRAWING,
<br />ALL APPLICABLE VP BUILDINGS ERECTION GUIDES,
<br />AND INDUSTRY STANDARDS PERTAINING TO PROPER
<br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY
<br />BRACING.
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<br />CGS
<br />MATERIALS
<br />3 PLATE WELDED SECTIONS
<br />COLD FORMED LIGHT GAGE SHAPES
<br />BRACE RODS
<br />HOT ROLLED MILL SHAPES
<br />HOT ROLLED ANGLES
<br />HOLLOW STRUCTURAL SECTION (HSS)
<br />CLADDING
<br />ASTM DESIGNATION
<br />A529, A572, A1011, A1018
<br />A653, A1011
<br />A572
<br />A36, A529, A572, A588, A709, A992
<br />A529, A572, A588, A709, A992
<br />A500
<br />A653, A792
<br />A325 & A490 BOLT TIGHTENING REQUIREMENT'S
<br />GRADE 55
<br />GRADE 60
<br />GRADE 50
<br />GRADE 36 OR 50
<br />GRADE 50
<br />GRADE B
<br />GRADE 50 OR GRADE 80
<br />IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE
<br />REGULATIONS. THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR
<br />IS RESPONSIBLE TO VERIFY'_OCAL AUTHORITY REQUIREMENTS.
<br />ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION AS PERMITTED
<br />BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2004 ED), UNLESS INDICATED AS
<br />"PRE -TENSIONED" ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW.
<br />PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN IBC SEISMIC
<br />PERFORMANCE I DESIGN CATEGORY D, E OR F, UBC ZONE 3 OR 4. SEE CODES AND LOADS NOTES BELOW FOR
<br />FOR SEISMIC DESIGN CATEGORY. PRE -TENSION ALL PRIMARY FRAMING CONNECTIONS IN CANADA.
<br />PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF
<br />BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 5 TONS.
<br />CONNECTIONS THAT :SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST
<br />BE PRE -TENSIONED.
<br />ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE
<br />PRE -TENSIONED. SC TYPF. CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE
<br />FRICTION AT CONTACT SURFACES.
<br />CONNECTIONS DESIGNATED AS A325-X OR A490-X SHALL BE INSTALLED WITH BOLT HEAD ON SIDE OF THE THINNEST
<br />PLATE BEING CONNECTED.
<br />SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED", EVEN IF ABOVE CONDITIONS
<br />EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS.
<br />WASHERS ARE NOT REQUIRED FOR "SNUG -TIGHT" CONNECTIONS. PRE -TENSIONED A325 OR A490 CONNECTIONS TIGHTENED
<br />USING THE TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS. A490 BOLTS MUST ALWAYS BE PRE -TENSIONED.
<br />CODES AND LOADS
<br />WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
<br />HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
<br />INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS.
<br />Building Code: 2007 Florida Building Code w/ 2009 Supplement
<br />Based on Building Code: 2006 International Building Code
<br />100 X 200 : Building Use:Standard Occupancy Structure, Collateral Gravity: 3.00 psf (Not Including bldg wt)
<br />LIVE LOADS AND RAINFALL
<br />Live Load 20.00 psf (Reducible)
<br />Rainfall: 10.00 inches per hour
<br />SNOW LOAD
<br />Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf
<br />Snow Exposure Category (Factor): 1 Fully Exposed (0.90)
<br />Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00)
<br />WIND LOAD
<br />Wind Speed: 115.00 mph, Wind Exposure: B
<br />Basic Wind Pressure: 17.69,(Parts) 20.16 psf
<br />4 Wind Importance Factor: 1.000, Ft= Topographic Factor: 1.0000
<br />H Wind Enclosure: Enclosed, 0.180
<br />Note: All windows, doors, skylights and other covered openings
<br />must be designed for the specified above wind loads
<br />EARTHQUAKE DESIGN DATA
<br />Lateral Force Resisting Systems using Equivalent Force Procedure
<br />Mapped Spectral Response - Ss:2.00 %g, S1:2.00 %g
<br />' Seismic Hazard / Use Group: Group 1
<br />Seismic Performance / Design Category: A (See Bolt Tightening Note Above)
<br />Seismic Snow Load: 0.00 psf
<br />Seismic Importance: 1.000
<br />Soil Profile Type: Soft soil (E)
<br />m Design Spectral Response - Sds: 0.0333, Sd1: 0.0000
<br />SUBVI=D PLANS HAVE BEEN REJ 'CTED
<br />BY ZEPHYRHI ARSHA ' OFFICE
<br />Date:
<br />Reviewer:
<br />Ordinary Steel Moment Frames
<br />Frame Redundancy Factor:1.0000
<br />Framing R-Factor: 3.0000, Frame Seismic Factor (%s): 0.0100, Design Base Shear = 0.0100 W
<br />Ordinary Steel Concentric Braced Frames
<br />Brace Redundancy Factor:1.0000
<br />Bracing R-Factor: 3.0000, Brace Seismic Factor (%s): 0.0100, Design Base Shear = 0.0100 W
<br />AC172
<br />COVER SHEET
<br />BUILDER Canco General Contractors
<br />CUSTOMER Mike Lynch
<br />LOCATION Zephyrhills, Florida
<br />PROJECT Wheelblast
<br />BUILDERS PO# 1162
<br />R7
<br />M W. Truxton
<br />%09 P.E. No. 57109
<br />Inc
<br />A/ ZI1 1140 West IUo nuP Buildi�taiin Sheet
<br />Kernersvilie, NC 27284
<br />VP BUILDINGS
<br />VARCO PRUDEN
<br />JOBNO
<br />09-7858
<br />DATE
<br />4/2/2009
<br />DRAWN/CHECK
<br />FCJ
<br />PAGE
<br />VPC VERSION: 7.1f
<br />a division of BlueScope Buildings North America, Inc.
<br />F
<br />4121/2009
<br />8:58:38
<br />FILENAME Mike Lynch canopy3.VPC
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