ICC Standard 400 2007
$15.14
ICC 400-2007: Standard on the Design and Construction of Log Structures
Published By | Publication Date | Number of Pages |
ICC | 2007 | 58 |
Addresses a variety of issues integral to log construction including production, structural aspects, thermal envelope, and settlement. This standard offers a solid reference for design, construction and installation requirements for log structures
PDF Catalog
PDF Pages | PDF Title |
---|---|
1 | STANDARD ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC 400-2007 |
2 | COPYRIGHT |
3 | AMERICAN NATIONAL STANDARD |
5 | FOREWORD |
7 | TABLE OF CONTENTS |
9 | CHAPTER 1 ADMINISTRATIVE PROVISIONS SECTION 101 ADMINISTRATIVE PROVISIONS SECTION 102 APPLICABILITY SECTION 103 PROVISIONS FOR COMPLIANCE SECTION 104 COMPLIANCE ALTERNATIVES SECTION 105 CONVENTIONS SECTION 106 INSPECTIONS SECTION 107 FOUNDATIONS SECTION 108 DESIGN LOADS |
10 | SECTION 109 REFERENCED DOCUMENTS |
11 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINED TERMS |
12 | SECTION 203 SYMBOLS |
13 | CHAPTER 3 GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 MATERIALS |
14 | TABLE 302.2(1) LIST OF SPECIES COMBINATIONS |
15 | TABLE 302.2(1) —continued LIST OF SPECIES COMBINATIONS |
16 | TABLE 302.2(1) —continued LIST OF SPECIES COMBINATIONS |
17 | TABLE 302.2(1) —continued LIST OF SPECIES COMBINATIONS |
18 | TABLE 302.2(2) SECTION PROPERTIES OF SAWN AND UNSAWN ROUND TIMBER BEAMS |
19 | TABLE 302.2(3) BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
20 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
21 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
22 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
23 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
24 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
25 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
26 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
27 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
28 | TABLE 302.2(3)—continued BASE DESIGN VALUES FOR SAWN ROUND AND UNSAWN ROUND TIMBER BEAMS |
29 | TABLE 302.2(4) ADJUSTMENT FACTORS FOR WALL LOGS TABLE 302.2(5) BASE DESIGN VALUES FOR WALL LOGS |
30 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
31 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
32 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
33 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
34 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
35 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
36 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
37 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
38 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
39 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
40 | TABLE 302.2(5)—continued BASE DESIGN VALUES FOR WALL LOGS |
41 | TABLE 302.2(6) APPLICABILITY OF ADJUSTMENT FACTORS FOR WALL LOGS AND SRTBs FIGURE 302.2.3.6 LOG THICKNESS |
43 | FIGURE 302.2.4 NOTCHING AND BOTCHING TABLE 304.2(1) MOISTURE CONTENT OF SELECTED WOOD SPECIES AT FIBER SATURATION (MCFS) |
44 | TABLE 304.2(2) SHRINKAGE COEFFICIENTS |
45 | TABLE 304.2(3) PRESCRIBED SETTLING ALLOWANCE FOR NONHORIZONTAL BEARING SURFACES TABLE 304.2(4) PRESCRIBED SETTLING ALLOWANCE DUE TO SHRINKAGE |
46 | SECTION 303 FIRE-RESISTANCE RATINGS OF LOGS AND LOG ASSEMBLIES |
47 | SECTION 304 PROVISIONS FOR SETTLING IN LOG STRUCTURES |
49 | FIGURE 304.2.2.3 CLIMATE ZONE MAP |
50 | SECTION 305 THERMAL ENVELOPE |
51 | TABLE 305.3.1 R-VALUE OF LOG WALL (Ro)BY AVERAGE WIDTH (WL) AND SPECIFIC GRAVITY |
52 | TABLE 305.4.1.3 HEAT CAPACITY OF SOLID WOOD |
53 | CHAPTER 4 STRUCTURAL PROVISIONS SECTION 401 GENERAL SECTION 402 PRESCRIPTIVE PROVISIONS SECTION 403 ENGINEERED PROVISIONS |
54 | TABLE 403.1 MAXIMUM DIAPHRAGM ASPECT RATIOS (HORIZONTAL OR SLOPED DIAPHRAGMS) SECTION 404 CONNECTIONS |
55 | SECTION 405 FLOOR SYSTEMS SECTION 406 LOG WALLS |
56 | SECTION 407 ROOF SYSTEMS |
57 | CHAPTER 5 REFERENCED STANDARDS AF&PA ASME ASTM |
58 | ICC UL |