[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-648933-105":3,"detail-sidebar-cat-0-en-105":79,"doc-detail-648933-en":129},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":72,"head_meta":74,"extra_data":76,"updated_unix":78},105,"en","original_drawings","Original_Drawings","","Drawing index and release documentation for VP Buildings Varco Pruden VPC version 2022.1a, covering cover sheet, codes and loads, anchor rod plans, primary/secondary structural drawings, covering, and standard planograph details. Includes general notes, ASTM designations and material grades, high-strength bolt tightening requirements, inspection and testing responsibilities, and constraints for slip-critical connections. Provides erection guide references, job information, and dates for construction release.",{"@graph":14,"@context":71},[15,34,54],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & 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rod plan, primary and secondary structural drawings, covering, special drawings, standard erection details, and planograph details.","Answer",{"name":64,"@type":59,"acceptedAnswer":65},"Which standards and material grades are referenced for construction?",{"text":66,"@type":62},"The notes list ASTM designations such as A529, A572, A1011, A653, A500, and others, along with grade values like Grade 55, Grade 60, Grade 50, and other specified combinations.",{"name":68,"@type":59,"acceptedAnswer":69},"How are high-strength bolting requirements and inspections defined?",{"text":70,"@type":62},"The document states the erector is responsible for proper bolt tightness per applicable regulations, references RCSC specifications and erection guide instructions, and describes special inspection/testing responsibility and QAA coordination during construction and 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| MATERIALS\u003Cbr>3 PLATE WELDED SECTIONS\u003Cbr>COLD FORMED LIGHT GAGE SHAPES BRACE RODS\u003Cbr>HOT ROLLED MILL SHAPES\u003Cbr>HOT ROLLED ANGLES\u003Cbr>HOLLOW STRUCTURAL SECTION (HSS) CLADDING |  |  | GENERAL NOTES\u003Cbr>ASTM DESIGNATION\u003Cbr>A529, A572, A1011, A1018\u003Cbr>A653, A1011\u003Cbr>A572, A510\u003Cbr>A36, A529, A572, A588, A992\u003Cbr>A529, A572, A588, A992\u003Cbr>A500\u003Cbr>A653, A792 | GRADE 55\u003Cbr>GRADE 60\u003Cbr>GRADE 50\u003Cbr>GRADE 36 OR 50\u003Cbr>GRADE 50\u003Cbr>GRADE B\u003Cbr>GRADE 50 OR GRADE 80 |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  | DRAWING TITLE |  | PAGES |  | TYPE | DATE | DESCRIPTION |  |  |  |  |  |  |  |  |  |\n|  | Cover Sheet |  | 1 |  | Final Erection Drawings | 06/09/2022 | FOR CONSTRUCTION |  |  |  |  |  |  |  |  |  |\n|  | Codes and Loads |  | 2 |  | Final Erection Drawings REV 01 | 07/13/2022 | FOR CONSTRUCTION |  |  |  |  |  |  |  |  |  |\n|  | Notes |  | 3 |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | Anchor Rod Plan |  | 4-5 |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | Primary Structural |  | 6-11 |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  | HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS\u003Cbr>IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE\u003Cbr>THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR\u003Cbr>CONTRACT.\u003Cbr>ALL A490 BOLTS SHALL BE \"PRE-TENSIONED\". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE\"SNUG-TIGHT\" EXCEPT AS FOLLOWS;\u003Cbr>PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.\u003Cbr>PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS\u003Cbr>REVERSALS ON CONNECTIONS.\u003Cbr>PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS\u003Cbr>DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.\u003Cbr>PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY\u003Cbr>RUSTED SURFACES ARE ACCEPTABLE.\u003Cbr>IN CANADA, ALLA325 ANDA490 BOLTS SHALL BE \"PRE-TENSIONED\", EXCEPT FOR SECONDARY MEMBERS AND\u003Cbr>FLANGE BRACES.\u003Cbr>SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS \"SNUG TIGHT\", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS.\u003Cbr>INSPECTION AND TESTING\u003Cbr>SPECIAL INSPECTIONSAND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNERSHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THEAHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONSAND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IASAC472 ACCREDITATION. |  |  |  |  |  |  |  |\n|  | Secondary Structural |  | 12-20 |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | Covering |  | 21-27 |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | Special Drawings |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| a division of BlueScope Buildings North America, Inc. |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | Standard Erection Details |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | Planograph Details |  | 28-39 |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| BASIC ERECTION GUIDE 4001\u003Cbr>BASIC PANELS AND ACCESSORIES ERECTION GUIDE 4003\u003Cbr>VP Buildings 3200 Players Club Circle Memphi","cbCaimkBaiLV7DYx","https://ap.wps.com/l/cbCaimkBaiLV7DYx","pdf",9448470,39,"English","# Drawing Index\n## Cover Sheet\n## Codes and Loads\n## Notes\n## Anchor Rod Plan\n## Primary Structural\n## Secondary Structural\n## Covering\n## Special Drawings\n## Standard Erection Details\n## Planograph Details\n## General Notes and Materials","[{\"question\":\"What documents are listed in the drawing index?\",\"answer\":\"The index includes the cover sheet, codes and loads, notes, anchor rod plan, primary and secondary structural drawings, covering, special drawings, standard erection details, and planograph details.\"},{\"question\":\"Which standards and material grades are referenced for construction?\",\"answer\":\"The notes list ASTM designations such as A529, A572, A1011, A653, A500, and others, along with grade values like Grade 55, Grade 60, Grade 50, and other specified combinations.\"},{\"question\":\"How are high-strength bolting requirements and inspections defined?\",\"answer\":\"The document states the erector is responsible for proper bolt tightness per applicable regulations, references RCSC specifications and erection guide instructions, and describes special inspection/testing responsibility and QAA coordination during construction and fabrication.\"}]","Original_Drawings | PDF",98]