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DRAWING INDEX DRAWING RELEASE HISTORY GENERAL MOTES
<br /> DRAWING TITLE PAGES TYPE DATE DESCRIPTION
<br />MATERIALS ASTM DESIGNATION
<br /> Cover Sheet 1 Anchor Rod Drawings 911412006 FOR CONSTRUCTION 3 PLATE WELDED SECTIONS A629, A572, A101 1 SS GRADE 60
<br /> Notes 2 ERE6TIDN DRAWINGS 91266/tooro FOR 12100ST12U4-rio4 COLD FORMED LIGHT GAGE SHAPES A1011 SS GRADE55
<br />BRACE RODS A672 GRADE65
<br /> Anchor Bolt Plan 3-4 HOT ROLLED MILL SHAPES A36,A572,A529,A992 GRADE 36KSIORGRADE 50
<br />HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE R
<br /> Primary Structural ;.7 CLADDING A653, A792 GRADE 60 CLASS 2 OR GRADE 80
<br /> Secondary Structural 9-12
<br />A325 BOLT TIGHTENING REQUIREMENTS
<br /> Covering 13.17 IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE
<br /> Special Drawings REGULATIONS. THE VFOLLOWING ERIFY LOCAL CRITERIA IS IN COMPLIANCE THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR
<br />S RESPONSIBLE
<br /> Standard Erection Details I9-21
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<br />- - ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION AS PERMITTED BY THE
<br />f 1" USING -325 OR A490 BOLTS 12004 ED) UNLESS INDICATED AS
<br />THE VP ENGINECR'S SEAL APPLIES ONLY.TO THE NORM 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.
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<br />THIS DRAWING. INCLUDING THE INFORMATION HEREON.
<br />REIAAINS THE PROPERTYOF VP SUEDINGS.
<br />n13 PROVIDED SOLELY FOR ERECTING THE BUILDING
<br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
<br />SNMLNOTHEMODRFO,REPRODUCED ORUSED FOR
<br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
<br />APPROVAL OF VP BUILDINGS.
<br />SPECIFICATION FOR STRUCTl1RAL JO
<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 f DESIGN CATEGORY D, E OR F, UBC ZONE 3 OR 4, NBCC ZONES 3 OR GREATER. SEE CODES
<br />AND LOADS NOTES BELOW FOR SEISMIC DESIGN CATEGORY.
<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 TYPE CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE
<br />FRICTION AT CONTACT SURFACES.
<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 CONNECTIONS TIGHTENED USING THE
<br />TURN-OF-THE-NUT METHOD DO NOT REQUIRE WASHERS.
<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: 2003 International Building Code
<br />Weir Box Bldg: BuildingUse:Standard Occupancy Structure, Collateral Gravity: 5.00Pat(Not Including bldg wt)
<br />LIVE LOADS AND RAINFALL
<br />Live Load 30.00 psF (Not Reducible) '
<br />Rainfall: 4.00 Inches per hour
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<br />SNOW LOAD
<br />Roof Snow: 100.00 psf, Flat Roof Snow: 100.00 psf .
<br />Snow Exposure Category: I Fully Exposed
<br />Snow Importance: 1.000 Thermal Category (Factor): Unheated (110)
<br />WIND LOAD
<br />Wind Speed: 90.00 mph, Wind Exposure: C
<br />Basic Wind Pressure: 14.96 psf
<br />Wind Importance Factor. 1.000, Ft-- Topographic Factor: 1.0000
<br />Wind Enclosure: Enclosed, 0.180
<br />Note: R the building Is designed as ENCLOSED, all windows, doors, skylights
<br />and other covered openings 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:32.70 %g, S1:8.20 %g
<br />Seismic Hazard I Use Group: Group 1
<br />Seismic Performance I Design Category: C (See Boll Tightening Note Above)
<br />Seismic Snow Load: 20.00 psf
<br />Seismic Importance: 1.000 _
<br />Sao Profile Type: Stiff soil (D, 4)
<br />Design Spectral Response - Sits: 0.3364, Sd1:0.1312
<br />Ordinary Steel Moment Frames
<br />Frame Redundancy Factor.1.0000
<br />Framing R-Factor; 3.0000, Frame Seismic Factor (%S): 0.1118, Design Base Shear=0.1118W
<br />Ordinary Steel Concentric Braced Frames
<br />Brace Redundancy Facter.1.0000
<br />Bracing R-Factor: 3.0000, Brace Seismic Factor (%s): 0.1118, Design Base Shear=0.1118 W
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<br />COVER SHEET
<br />,,..,Bob.
<br />d BUILDER Lefever Building Systems
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<br />C.. CFunu Molybdenum C.
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<br />Frisco, CaMmdB
<br />VP BUILDINGS, INC. PR01
<br />Climax We Box Building
<br />AISCCATG- MBCERTIFIED WILOERS-e
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<br />911412006
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<br />VP Buildings, Inc.
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