{"id":161129,"date":"2024-10-19T09:40:42","date_gmt":"2024-10-19T09:40:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-itg-7-09-2009\/"},"modified":"2024-10-25T01:59:15","modified_gmt":"2024-10-25T01:59:15","slug":"aci-itg-7-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-itg-7-09-2009\/","title":{"rendered":"ACI ITG 7 09 2009"},"content":{"rendered":"
This Reference Specification provides standard tolerances for precast concrete construction. It covers dimensional tolerances for precast concrete members used in building construction, and it covers erection tolerances for these members. This document is intended to be adopted by reference in Contract Documents. The Specifier supplements the provisions of this Reference Specification as needed by specifying projectspecific requirements in Contract Documents. Keywords: alignment; construction; erection tolerances; precast concrete; prestressed concrete; product tolerances; reinforcement; specification.<\/p>\n
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3<\/td>\n | CONTENTS CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | SECTION 1\u2014 GENERAL REQUIREMENTS SECTION 1\u2014 GENERAL REQUIREMENTS 1.1\u2014Scope 1.1\u2014Scope 1.1.1 Work specified 1.1.1 Work specified 1.1.2 Work not specified 1.1.2 Work not specified 1.1.3 Units 1.1.3 Units 1.2\u2014Requirements 1.2\u2014Requirements 1.2.1 Accumulation of tolerances 1.2.1 Accumulation of tolerances 1.2.2 Sign definition 1.2.2 Sign definition 1.2.3 Exceeding tolerances 1.2.3 Exceeding tolerances 1.3\u2014Definitions 1.3\u2014Definitions <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 1.4\u2014Referenced standards 1.4\u2014Referenced standards <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | SECTION 2\u2014 STRUCTURAL PRODUCT TOLERANCES SECTION 2\u2014 STRUCTURAL PRODUCT TOLERANCES 2.1\u2014 Scope 2.1\u2014 Scope 2.2\u2014Tolerances 2.2\u2014Tolerances <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | SECTION 3\u2014 STRUCTURAL PRODUCT ERECTION TOLERANCES SECTION 3\u2014 STRUCTURAL PRODUCT ERECTION TOLERANCES 3.1\u2014 Scope 3.1\u2014 Scope 3.2\u2014Tolerances 3.2\u2014Tolerances <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | SECTION 4\u2014 NONSTRUCTURAL ARCHITECTURAL PRODUCT TOLERANCES SECTION 4\u2014 NONSTRUCTURAL ARCHITECTURAL PRODUCT TOLERANCES 4.1\u2014 Scope 4.1\u2014 Scope 4.2\u2014Tolerances 4.2\u2014Tolerances <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | SECTION 5\u2014 NONSTRUCTURAL ARCHITECTURAL PRODUCT ERECTION TOLERANCES SECTION 5\u2014 NONSTRUCTURAL ARCHITECTURAL PRODUCT ERECTION TOLERANCES 5.1\u2014 Scope 5.1\u2014 Scope 5.2\u2014Tolerances 5.2\u2014Tolerances <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | NOTES TO SPECIFIER NOTES TO SPECIFIER General notes General notes FOREWORD TO CHECKLISTS FOREWORD TO CHECKLISTS MANDATORY REQUIREMENTS CHECKLIST MANDATORY REQUIREMENTS CHECKLIST OPTIONAL REQUIREMENTS CHECKLIST OPTIONAL REQUIREMENTS CHECKLIST <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ITG-7-09 Specification for Tolerances for Precast Concrete<\/b><\/p>\n |