HomeMy WebLinkAbout28DRAWING RELEASE HISTORY
TYPE DATE DESCRIPTION GENERAL NOTES
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AMEHOR BOLT PLANS 10-2-01 FOR CONSTRUCTION 1. MATERIALS ASTM DESIGNATION
STRUCTURAL STEEL PLATE A529 OR A572 OR A670 OR A607 GRADE 50
ri►JAL EREtT1Ut 1 DRAN.IIUCaS 10-24-01 FOR C 0►JSTRIIGTtOf\I COLD FORMED LIGHT GAGE SHAPES A670 OR A607 GRADE 55
RACE RODS A572 GRADE 65, UNLESS NOTED
STRUCTURAL CABLES A475 GRADE EHS —
OT ROLLED MILL SHAPES A36 OR A572 FY= 36 KSI OR GRADE 50
OLLOW STRUCTURAL SECTION (HSS) A600 GRADE B
OOF AND WALL SHEETS A653 OR A792 GRADE 50
FVPBUIILDINGSOLTS A307 AND A325 A325, UNLESS NOTED
2, STR,IUCTURAL PRIMER
VARCO-PRU D E N HOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER AND IS VP BUILDINGS COLOR BRONZE.
tHIS PAINT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS.
3. A326 BOLT TIGHTENING REQUIREMENTS
DRAWING INDEX ALL HIGH STRENGTH BOLTED CONNECTIONS EXCEPT AS NOTED OTHERWISE ON THE DRAWINGS AND DETAILS ARE
SUBJECT TO AXIAL TENSION AND OR SLIP CRITICAL. AS SUCH THE BOLTS MUST BE FULLY PRE -TENSIONED AND
DRAWING TITLE PAGES INSPECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC/RCSC "SPECIFICATION FOR STRUCTURAL JOINTS
USING ASTM A325 OR A490 BOLTS" AND THE APPLICABLE BUILDING CODE. WASHERS ARE NOT REQUIRED WHEN
Cover Sheet
THE "TURN -OF -NUT" TIGHTENING PROCEDURE IS USED. IF OTHER BOLT TIGHTENING PROCEDURES ARE USED,
LONGER BOLTS AND WASHERS AS REQUIRED BY THE SPECIFICATION WILL BE REQUIRED. IT IS THE RESPONSIBILITY
Anchor Bolt Plan (AB) AB -15 AB -2 OF THE CONTRACTOR TO ENSURE PROPER BOLT TIGHTNESS.
Primary Structural (PS) PSI _ P577 4. BUILDER / CONTRACTOR RESPONSIBILITIES —
Secondary Structural (SS) S51 -S65 VP BUILDINGS STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE —
Covering (C) G) - (CONTRACT DOCUMENTS, VP BUILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
Special Drawings (SP)
TOLERANCES WILL GOVERN THE WORK. (A VP BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUEST) —
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N CASE OF DISCREPANCIES BETWEEN VP BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES,
Standard Erection Details SEDI - SPIDIo HE VP BUILDINGS PLANS SHALL GOVERN. —
IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND
NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.
APPROVAL OF VP BUILDINGS DRAWINGS CONSTITUTES THE BUILDER I CONTRACTOR'S ACCEPTANCE OF THE
VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER.
ONCE THE BUILDER / CONTRACTOR OR A/E FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE, CHANGES
I I ` ` � ROM THE PURCHASE ORDER BY THE BUILDER WILL BE BILLED TO THE BUILDER /CONTRACTOR FOR MATERIAL
ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT TO BE MOVED FROM THE
MABRICATION AND / OR SHIPPING SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE
OVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND
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DETAILING APPROACH COMPLIES WITH THE PURCHASE ORDER,
THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. —
ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE
�0 BE CONSIDERED AND COORDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC
ESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE
PURCHASE ORDER, VP BUILDINGS ASSUMPTIONS WILL GOVERN.
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! ✓" J THE BUILDER / CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS
! ( COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYINGSEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR
II ?' CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER
pF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT.
THE BUILDER / CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL
jBUILDING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS "FOR CONSTRUCTION" DRAWINGS.
TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY
OF THE ERECTOR I TO DETERMINE, FURNISH, AND INSTALL. =
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5. VP BUILDINGS IS AN APPROVED FABRICATOR
WIT THE FOLLOWING CERTIFICATIONS.
I I CBO FA -240
SO 9001 CERTIFIED
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ITY OF LO A
,. S ANGELES TYPE 1 FABRICATOR
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'CITY OF SEATTLE
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((CANADIAN WELDING BUREAU DIVISION 1 CERTIFICATION
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STM E OF
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-o TATE OF
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VP Buildings, I Fs ���•A •''�C�� �Ol —
3200 Players Club Circle Memphis TN 38125 S1ON4
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THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP Building Code: 97UBC THIS DRAWING, INCLUDING THE INFORMATION HEREON,
AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE Live Load: (Not Reducible) 20.00 psf REMAINS THE PROPERTY OF VP BUILDINGS. COVER SHEET
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VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN Coll. Load:Gravity 5.00, UoI ift 0.00 psf IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ° '
OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO Wind Speed: 71.00 mph DESCRIBED IN THE APPLICABLE PURCHASE ORDER A D BUILDER
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ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. Wind Exposure: B SHALL NOT BE MODIFIED, REPRODUCED OR USED FO Systems Builders, Inc.
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN OH0111248-01 CUSTOMER
Ground Snow: 20.00 , Roof Snow: 20.00 psf APPROVAL OF VP BUILDINGS. C _
Snow Exposure Category: 3 Capitol Construction DATE
Seismic: Zone 1 THE GENERAL CONTRACTOR AND/OR ERECTOR IS $O ELY LOCATION
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORK ANSHP Indianapolis, Indiana DRAWN CHECK
Building Use: Standard Occupancies IN ERECTING THIS BUILDING IN CONFORMANCE WITH 1 HIS VP BUILDINGS
DRAWING. DETAILS REFERENCED IN THIS DRAWING, PROJECT
ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, VP BUILDINGS, INC. VARCO-PRUDEN
AND INDUSTRY STANDARDS PERTAINING TO PROPER OH0111248-OIOEl
ERECTION, INCLUDING THE CORRECT USE OF TEMPO ARY AISC CATG. MB CERTIFIED BUILDERS PO# VERSION PAGE
BRACING. VPC 2 . 6
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