Masonry Details That Work
|
|
|
- Magnus Eaton
- 9 years ago
- Views:
Transcription
1 Masonry Details That Work Prepared by Dr. Michael A. Hatzinikolas, Ph.D., P.Eng. Canadian Masonry Research Institute 2000
2 INTRODUCTION The Canadian Masonry Research Institute The Canadian Masonry Research Institute (CMRI) is a non-profit regional masonry association founded in 1971 to provide design advice and technical support to the construction industry across the prairie provinces. CMRI s membership includes all major masonry contractors and producers of masonry products in the region. Structural engineers, architects, researchers, contractors, developers and building owners are invited to visit or contact CMRI in Edmonton, Alta. Acknowledgements This manual was prepared under the direction of Dr. Michael Hatzinikolas, P.Eng., Executive Director of the Canadian Masonry Research Institute. Details were provided and reviewed by a number of individuals with specialized knowledge and experience in Canadian masonry design and construction. Gratefully acknowledged are the contributions by Mr. Gary Sturgeon, MSc., P.Eng., Code Development Engineer for Masonry Canada, by Mr. R. Pacholok, MSc, P.Eng., and by Mr. Chris Makepease from the Alberta Department of Public Works. The window, door, and wall penetration details are based on those prepared for C.M.H.C by Mr. Jim Posey of Posey Construction Specifications. CMRI would like to especially acknowledge Masonry Canada and the Federal Government Department of Western Economic Diversification for their contribution to development of Details That Work, and in particular, to Mr. Michael Bowen. Disclaimer This manual is intended to encourage state-of-the-art masonry design by offering details of critical building features that can be adapted and developed by architectural and engineering professionals to suit the particular conditions of a building, including location, use and occupancy. The user of Details That Work should be familiar with local building practices, and the requirements of the local Building Code and the CSA Masonry Standards. These standards include: CSA S304.1, Masonry Design for Buildings, Limit States Design CSA A179, Mortar and Grout for Unit Masonry Canada CSA A370, Masonry Connectors CSA A371, Masonry Construction for Buildings CSA A165 Series, Concrete Masonry Units CSA A82 Series, Brick Masonry Units CSA S478, Guideline on Durability in Buildings
3 The user should carefully evaluate the effects of all structural and non-structural environmental loads, and the masonry should be designed, and the appropriate materials, components and assemblies selected, to effectively resist these loads over the design service life. The sizes and configurations of the components and assemblies shown in the manual are for illustration purposes only, and are not intended to promote a specific product over others available on the market. The user may choose to substitute other components and assemblies where appropriate. It is the responsibility of the user to apply professional knowledge in the use of the details. CMRI does not warrant or assume any liability for the accuracy or completeness of the details, or their fitness for any particular purpose or project. Copyright 1995 by the Canadian Masonry Research Institute. All rights reserved. No part of this publication may be reproduced in any form without prior written permission of the Canadian Masonry Research Institute.
4 TABLE OF CONTENTS CHAPTER 1 CHAPTER 2 CHAPTER 3 CHAPTER 4 CHAPTER 5 CHAPTER 6 CHAPTER 7 CHAPTER 8 CHAPTER 9 CHAPTER 10 MASONRY CAVITY WALL DETAILS, SHEAR CONNECTED MASONRY CAVITY WALL DETAILS, ADJUSTABLE TIES BRICK VENEERED STEED STUD BACKUP WALL DETAILS, SHEAR CONNECTED BRICK VENEERED STEEL STUD BACKUP WALL DETAILS, SLOTTED TIES SINGLE WYTHE LOADBEARING MASONRY WALL DETAILS MASONRY SOFFIT MASONRY VENEER ON WOOD STRUCTURES COMMERCIAL BUILDINGS RESIDENTIAL BUILDINGS PRE-ENGINEERED METAL BUILDINGS
5 CHAPTER 1 MASONRY CAVITY WALL DETAILS, SHEAR CONNECTED Detail Brick Veneer / Concrete Block Detail at Foundation... 2 Detail Alternate Brick Veneer / Concrete Block Detail at Foundation... 3 Detail Brick Veneer / Concrete Block Detail at Slab Edge... 4 Detail 1.3a - Brick Veneer / Concrete Block Detail at Slab Edge for Load Bearing Wall... 5 Detail Brick Veneer / Concrete Block Detail at Slab Edge... 6 Detail Membrane (Air Barrier) Detail at Movement Joint... 7 Detail Alternate Membrane Detail at Movement Joint... 8 Detail Brick Veneer / Concrete Block Detail of Low Parapet with Protected Membrane Roof... 9 Detail Brick Veneer / Concrete Block Detail at High Parapet Detail Brick Veneer / Concrete Block Detail at High Parapet Detail Recommended Tie Spacing for Concrete Block / Brick Veneer Wall Detail Brick Veneer / Concrete Block Cold Soffit Detail Detail Brick Veneer / Concrete Block Exhaust Vent Detail Detail Brick Veneer / Concrete Block Window Head and Sill Detail Detail Brick Veneer / Concrete Block Window Head and Sill Detail Detail 1.14a Jamb Wood Window Detail 1.14b Brick Veneer / Concrete Block Wood Window Head and Sill Detail Detail Brick Veneer / Concrete Block Control Joint / Air Stop Detail Brick Veneer / Concrete Block Balcony at Patio Door Detail Detail 1.16a - Brick Veneer / Concrete Block Balcony at Patio Door Detail Detail Brick Veneer / Concrete Block Control Joint / Air Stop Detail Slab Connection Details... 23
6 Detail Brick Veneer / Concrete Block Detail at Foundation
7 Detail Alternate Brick Veneer / Concrete Block Detail at Foundation
8 Detail Brick Veneer / Concrete Block Detail at Slab Edge
9 Detail 1.3a - Brick Veneer / Concrete Block Detail at Slab Edge for Load Bearing Wall
10 Detail Brick Veneer / Concrete Block Detail at Slab Edge
11 Detail Membrane (Air Barrier) Detail at Movement Joint
12 Detail Alternate Membrane Detail at Movement Joint
13 Detail Brick Veneer / Concrete Block Detail of Low Parapet with Protected Membrane Roof
14 Detail Brick Veneer / Concrete Block Detail at High Parapet
15 Detail Brick Veneer / Concrete Block Detail at High Parapet
16 Detail Recommended Tie Spacing for Concrete Block / Brick Veneer Wall
17 Detail Brick Veneer / Concrete Block Cold Soffit Detail
18 Detail Brick Veneer / Concrete Block Exhaust Vent Detail
19 Detail Brick Veneer / Concrete Block Window Head and Sill Detail
20 Detail Brick Veneer / Concrete Block Window Head and Sill Detail
21 Detail 1.14a Jamb Wood Window
22 Detail 1.14b Brick Veneer / Concrete Block Wood Window Head and Sill Detail
23 Detail Brick Veneer / Concrete Block Control Joint / Air Stop
24 Detail Brick Veneer / Concrete Block Balcony at Patio Door Detail
25 Detail 1.16a - Brick Veneer / Concrete Block Balcony at Patio Door Detail
26 Detail Brick Veneer / Concrete Block Control Joint / Air Stop
27 Detail Slab Connection Details
28 CHAPTER 2 MASONRY CAVITY WALL DETAILS, ADJUSTABLE TIES Detail 2.1 Brick Veneer / Concrete Block Detail at Foundation... 2 Detail Brick Veneer / Concrete Block Detail at Slab Edge... 3 Detail Brick Veneer / Concrete Block Detail at Low Parapet with Protected Roof Membrane... 4 Detail Brick Veneer / Concrete Block Detail at High Parapet... 5 Detail Brick Veneer / Concrete Block Detail at High Parapet... 6 Detail Brick Veneer / Concrete Block Cold Soffit Detail... 7 Detail Brick Veneer / Concrete Block Exhaust Vent Detail... 8
29 Detail 2.1 Brick Veneer / Concrete Block Detail at Foundation
30 Detail Brick Veneer / Concrete Block Detail at Slab Edge
31 Detail Brick Veneer / Concrete Block Detail at Low Parapet with Protected Roof Membrane
32 Detail Brick Veneer / Concrete Block Detail at High Parapet
33 Detail Brick Veneer / Concrete Block Detail at High Parapet
34 Detail Brick Veneer / Concrete Block Cold Soffit Detail
35 Detail Brick Veneer / Concrete Block Exhaust Vent Detail
36 CHAPTER 3 BRICK VENEERED STEEL STUD BACKUP WALL DETAILS, SHEAR CONNECTED Detail 3.1 Brick Veneer / Steel Stud Detail at Slab Edge... 2 Detail 3.2 Brick Veneer / Concrete Block Detail at High Parapet... 3 Detail 3.3 Air Vapour Barrier Detail at Movement Joint... 4 Detail 3.4 Alternate Membrane Detail at Movement Joint... 5 Detail 3.5 Brick Veneer / Steel Stud Balcony at Patio Door Detail... 6 Detail 3.6 Alternate Brick Veneer / Steel Stud Balcony at Patio Door Detail... 7 Detail 3.7 Brick Veneer / Steel Stud Control Joint / Air Stop... 8 Detail 3.8 Brick Veneer / Steel Stud Control Joint / Air Stop... 9 Detail 3.9 Recommended Tie Spacing for Metal Stud with Brick Veneer Wall Detail 3.10 Recommended Location of Ties Along the Height of a Brick Veneer Metal Stud Wall Assembly... 11
37 Detail 3.1 Brick Veneer / Steel Stud Detail at Slab Edge
38 Detail 3.2 Brick Veneer / Concrete Block Detail at High Parapet
39 Detail 3.3 Air Vapour Barrier Detail at Movement Joint
40 Detail 3.4 Alternate Membrane Detail at Movement Joint
41 Detail 3.5 Brick Veneer / Steel Stud Balcony at Patio Door Detail
42 Detail 3.6 Alternate Brick Veneer / Steel Stud Balcony at Patio Door Detail
43 Detail 3.7 Brick Veneer / Steel Stud Control Joint / Air Stop
44 Detail 3.8 Brick Veneer / Steel Stud Control Joint / Air Stop
45 Detail 3.9 Recommended Tie Spacing for Metal Stud with Brick Veneer Wall
46 Detail 3.10 Recommended Location of Ties Along the Height of a Brick Veneer Metal Stud Wall Assembly
47 CHAPTER 4 BRICK VENEERED STEEL STUD BACKUP WALL DETAILS, SLOTTED TIES Detail 4.1 Brick Veneer / Steel Stud Detail at Foundation... 2 Detail 4.2 Brick Veneer / Steel Stud Detail at Slab Edge... 3 Detail 4.3 Brick Veneer / Steel Stud Detail at Low Parapet... 4 Detail 4.4 Brick Veneer / Steel Stud Detail at High Parapet... 5 Detail 4.5 Brick Veneer / Steel Stud Window Head and Sill Detail... 6 Detail 4.6 Alternate Brick Veneer / Steel Stud Window Head and Sill Detail... 7 Detail 4.7 Alternate Brick Veneer / Steel Stud Exhaust Vent Detail... 8 Detail 4.8 Brick Veneer / Steel Stud Cold Soffit Detail... 9
48 Detail 4.1 Brick Veneer / Steel Stud Detail at Foundation
49 Detail 4.2 Brick Veneer / Steel Stud Detail at Slab Edge
50 Detail 4.3 Brick Veneer / Steel Stud Detail at Low Parapet
51 Detail 4.4 Brick Veneer / Steel Stud Detail at High Parapet
52 Detail 4.5 Brick Veneer / Steel Stud Window Head and Sill Detail
53 Detail 4.6 Alternate Brick Veneer / Steel Stud Window Head and Sill Detail
54 Detail 4.7 Alternate Brick Veneer / Steel Stud Exhaust Vent Detail
55 Detail 4.8 Brick Veneer / Steel Stud Cold Soffit Detail
56 CHAPTER 5 SINGLE WYTHE LOADBEARING MASONRY WALL DETAILS Detail Load Bearing Exterior Wall... 2 Detail Load Bearing Masonry Wall with Wood Joists... 3 Detail Load Bearing Masonry Wall with Steel Joists... 4 Detail 5.4 Balcony Wing Wall Plan Detail... 5 Detail 5.5 Balcony Wing Wall Section... 6 Detail 5.6 Mortar Cove Detail... 7 Detail 5.7 Flashing Above Floor Slab... 8 Detail 5.8 Parapet with Metal Coping... 9 Detail 5.9 Prefabricated Masonry Parapet Cap Detail 5.10 Floor to Foundation Junction Detail 5.11 Non-Loadbearing Exterior Wall Detail 5.12 Exterior Wall Precast Hollow Core Slab Parallel to Wall Detail 5.13 Loadbearing Interior Wall Detail 5.14 Typical Movement Joint Detail 5.15 Single Wythe Hollow Block Horizontal Section Detail 5.16 Slab Connection Detail 5.17 Alternate Slab Connection Detail... 18
57 Detail Load Bearing Exterior Wall
58 Detail Load Bearing Masonry Wall with Wood Joists
59 Detail Load Bearing Masonry Wall with Steel Joists
60 Detail 5.4 Balcony Wing Wall Plan Detail
61 Detail 5.5 Balcony Wing Wall Section
62 Detail 5.6 Mortar Cove Detail
63 Detail 5.7 Flashing Above Floor Slab
64 Detail 5.8 Parapet with Metal Coping
65 Detail 5.9 Prefabricated Masonry Parapet Cap
66 Detail 5.10 Floor to Foundation Junction
67 Detail 5.11 Non-Loadbearing Exterior Wall
68 Detail 5.12 Exterior Wall Precast Hollow Core Slab Parallel to Wall
69 Detail 5.13 Loadbearing Interior Wall
70 Detail 5.14 Typical Movement Joint
71 Detail 5.15 Single Wythe Hollow Block Horizontal Section
72 Detail 5.16 Slab Connection
73 Detail 5.17 Alternate Slab Connection Detail
74 CHAPTER 6 MASONRY SOFFIT Detail 6.1 Installed Soffit Detail... 2 Detail 6.2 Prefabricated Soffit Panel... 3
75 Detail 6.1 Installed Soffit Detail
76 Detail 6.2 Prefabricated Soffit Panel
77 CHAPTER 7 MASONRY VENEER ON WOOD STRUCTURES Detail 7.1 Typical Wood Frame Construction Apartment Building... 2 Detail 7.2 Brick Veneer at Ground Level and Floor Levels (Uninsulated Cavity)... 3 Detail 7.3 Corner Plan... 4 Detail 7.4 Window Opening with Loose Angle Iron Lintel... 5 Detail 7.5 Brick Veneer at Ground and Floor Levels (Insulated Cavity)... 6
78 Detail 7.1 Typical Wood Frame Construction Apartment Building
79 Detail 7.2 Brick Veneer at Ground Level and Floor Levels (Uninsulated Cavity)
80 Detail 7.3 Corner Plan
81 Detail 7.4 Window Opening with Loose Angle Iron Lintel
82 Detail 7.5 Brick Veneer at Ground and Floor Levels (Insulated Cavity)
83 CHAPTER 8 COMMERCIAL BUILDINGS Detail 8.1 Brick Veneer / Concrete Block Wall Parallel to O.W.S.J... 2 Detail 8.2 Brick Veneer / Concrete Block O.W.S.J. Connection... 3 Detail 8.3 Brick Veneer / Concrete Block Parapet Detail at O.W.S.J... 4 Detail 8.4 Brick Veneer / Concrete Block O.W.S.J. Connection at Steel Beam... 5 Detail 8.5 Brick Veneer / Concrete Block Parapet Detail at O.W.S.J... 6 Detail 8.6 Brick Veneer / Concrete Block At Foundation... 7 Detail 8.7 Brick Veneer / Concrete Block At Foundation Bond Beam... 8 Detail 8.8 Brick Veneer / Concrete Block At Foundation... 9 Detail 8.9 Brick Veneer / Concrete Block At Foundation Detail 8.10 Brick Veneer / Steel Stud O.W.S.J Detail 8.11 Brick Veneer / Concrete Block Parapet Detail at O.W.S.J Detail 8.12 Brick Veneer / Concrete Block At Foundation... 13
84 Detail 8.1 Brick Veneer / Concrete Block Wall Parallel to O.W.S.J.
85 Detail 8.2 Brick Veneer / Concrete Block O.W.S.J. Connection
86 Detail 8.3 Brick Veneer / Concrete Block Parapet Detail at O.W.S.J.
87 Detail 8.4 Brick Veneer / Concrete Block O.W.S.J. Connection at Steel Beam
88 Detail 8.5 Brick Veneer / Concrete Block Parapet Detail at O.W.S.J.
89 Detail 8.6 Brick Veneer / Concrete Block At Foundation
90 Detail 8.7 Brick Veneer / Concrete Block At Foundation Bond Beam
91 Detail 8.8 Brick Veneer / Concrete Block At Foundation
92 Detail 8.9 Brick Veneer / Concrete Block At Foundation
93 Detail 8.10 Brick Veneer / Steel Stud O.W.S.J.
94 Detail 8.11 Brick Veneer / Concrete Block Parapet Detail at O.W.S.J.
95 Detail 8.12 Brick Veneer / Concrete Block At Foundation
96 CHAPTER 9 RESIDENTIAL BUILDINGS Figure 9.1 Building Elevation...3 Detail 9.1 Typical Brick Angle Support Detail for Garage Opening...4 Detail 9.2 Brick Veneer Supported by Truss (Typical Over Attached Garages)...5 Detail 9.3 Section Through Brick Veneer Supported by Truss...6 Detail 9.4 Brick Veneer Supported by Truss (Alternate)(Typical Over Attached Garages)...7 Detail 9.5 Section Through Brick Veneer Supported by Truss...8 Detail 9.6 Typical Wall Section...9 Detail 9.7 Alternate Brick Detail at Soffit...10 Detail 9.8 Typical Steel Shelf Angle Brick Support...11 Detail 9.9 Typical Concrete Foundation Wall Brick Support Detail...12 Detail 9.10 Wall Section with Insulation in the Cavity...13 Detail 9.11 Steel Shelf Angle Brick Support Detail with Cavity Insulation...14 Detail 9.12 Steel Shelf Angle Brick Support Detail at Stud Wall for Window Openings...15 Detail 9.13 Brick Shelf Angle Support Detail for Bay Window...16 Detail 9.14 Section Through Typical Brick Shelf Angle Support Detail for Bay Window...17 Detail 9.15 Alternate Section Through Typical Brick Shelf Angle Support Detail for Bay Window...18 Detail 9.16 Typical Brick Shelf Angle Support Detail for Bay Window...19 Detail 9.17 Alternate Brick Shelf Angle Support Detail and Isometric for Bay Window...20 Detail 9.18 Typical Brick Shelf Angle Brick Support Parallel with Truss Joist Floor System..21 Detail 9.19 Window Opening with Loose Iron Lintel...22 Detail 9.20 Roof Truss Bearing on Load Bearing Stud Wall...23 Detail 9.21 Roof Truss Bearing on Lintel...24 Detail 9.22 External Brick Face on Basement Wall...25 Detail 9.23 Floor Joist Bearing on External Wood Stud Wall...26
97 Detail 9.24 Wood Truss Parallel to External Wood Stud Wall c/w Soffit...27 Detail 9.25 Floor Joist Parallel to External Wood Stud Wall...28 Detail 9.26 Walk-Out Basement Through Load Bearing External Wall...29 Detail 9.27 Projected Bay Window & Truss Bearing on Stud Wall...30 Detail 9.28 Garage Door Lintel...31 Detail 9.29 Roof Truss Bearing on Block Wall...32 Detail 9.30 Roof Truss Bearing on Bond Beam...33 Detail 9.31 Block Wall on Concrete Basement Wall...34 Detail 9.32 Floor Joist Bearing on External Block Wall...35 Detail 9.33 Roof Truss Parallel to External Block Wall...36 Detail 9.34 Floor Joist Parallel to External Block Wall...37 Detail 9.35 Walk-Out Basement Through External Block Wall...38 Detail 9.36 Projected Bay Window and Truss Bearing on Block Wall...39 Detail 9.37 Garage Door Lintel...40 Detail 9.38 Roof Truss Bearing on External Brick Wall...41 Detail 9.39 Roof Truss Bearing on Lintel External Wall...42 Detail 9.40 External Bearing Wall on Basement Wall...43 Detail 9.41 Floor Joist Bearing on External Wall...44 Detail 9.42 Roof Truss Parallel to External Wall c/w Soffit...45 Detail 9.43 Floor Joist Parallel to External Wall...46 Detail 9.44 Walk-Out Basement Through Load Bearing External Wall...47 Detail 9.45 Projected Bay Window & Truss Bearing on Brick...48 Detail 9.46 Garage Door Lintel...49 Detail 9.47 Masonry Reinforcing Details...50 Table Table
98 Figure 9.1 Building Elevation
99 Detail 9.1 Typical Brick Angle Support Detail for Garage Opening
100 Detail 9.2 Brick Veneer Supported by Truss (Typical Over Attached Garages)
101 Detail 9.3 Section Through Brick Veneer Supported by Truss
102 Detail 9.4 Brick Veneer Supported by Truss (Alternate) (Typical Over Attached Garages)
103 Detail 9.5 Section Through Brick Veneer Supported by Truss
104 Detail 9.6 Typical Wall Section
105 Detail 9.7 Alternate Brick Detail at Soffit
106 Detail 9.8 Typical Steel Shelf Angle Brick Support
107 Detail 9.9 Typical Concrete Foundation Wall Brick Support Detail
108 Detail 9.10 Wall Section with Insulation in the Cavity
109 Detail 9.11 Steel Shelf Angle Brick Support Detail with Cavity Insulation
110 Detail 9.12 Steel Shelf Angle Brick Support Detail at Stud Wall for Window Openings
111 Detail 9.13 Brick Shelf Angle Support Detail for Bay Window
112 Detail 9.14 Section Through Typical Brick Shelf Angle Support Detail for Bay Window
113 Detail 9.15 Alternate Section Through Typical Brick Shelf Angle Support Detail for Bay Window
114 Detail 9.16 Typical Brick Shelf Angle Support Detail for Bay Window
115 Detail 9.17 Alternate Brick Shelf Angle Support Detail and Isometric for Bay Window
116 Detail 9.18 Typical Brick Shelf Angle Brick Support Parallel with Truss Joist Floor System
117 Detail 9.19 Window Opening with Loose Iron Lintel
118 Detail 9.20 Roof Truss Bearing on Load Bearing Stud Wall
119 Detail 9.21 Roof Truss Bearing on Lintel
120 Detail 9.22 External Brick Face on Basement Wall
121 Detail 9.23 Floor Joist Bearing on External Wood Stud Wall
122 Detail 9.24 Wood Truss Parallel to External Wood Stud Wall c/w Soffit
123 Detail 9.25 Floor Joist Parallel to External Wood Stud Wall
124 Detail 9.26 Walk-Out Basement Through Load Bearing External Wall
125 Detail 9.27 Projected Bay Window & Truss Bearing on Stud Wall
126 Detail 9.28 Garage Door Lintel
127 Detail 9.29 Roof Truss Bearing on Block Wall
128 Detail 9.30 Roof Truss Bearing on Bond Beam
129 Detail 9.31 Block Wall on Concrete Basement Wall
130 Detail 9.32 Floor Joist Bearing on External Block Wall
131 Detail 9.33 Roof Truss Parallel to External Block Wall
132 Detail 9.34 Floor Joist Parallel to External Block Wall
133 Detail 9.35 Walk-Out Basement Through External Block Wall
134 Detail 9.36 Projected Bay Window and Truss Bearing on Block Wall
135 Detail 9.37 Garage Door Lintel
136 Detail 9.38 Roof Truss Bearing on External Brick Wall
137 Detail 9.39 Roof Truss Bearing on Lintel External Wall
138 Detail 9.40 External Bearing Wall on Basement Wall
139 Detail 9.41 Floor Joist Bearing on External Wall
140 Detail 9.42 Roof Truss Parallel to External Wall c/w Soffit
141 Detail 9.43 Floor Joist Parallel to External Wall
142 Detail 9.44 Walk-Out Basement Through Load Bearing External Wall
143 Detail 9.45 Projected Bay Window & Truss Bearing on Brick
144 Detail 9.46 Garage Door Lintel
145 Detail 9.47 Masonry Reinforcing Details
146 Table 1 Anchoring a concrete basement wall 3 ½ x 3 ½ x 3/8 angle iron to provide support for brick veneer Spacing Height of Brick Drop-In Anchor Wedge Anchor Feet 1/2 Dia. 5/8 Dia. 1/2 Dia. 5/8 Dia Min. Embedment Min. Edge Distance /
147 Table 2 Maximum Allowable Spans for Steel Lintels Supporting Masonry Veneer With Imperical Equivalents Minimum Angle Size Brick Thickness Stone Thickness mm Inches 75mm 3 90mm 3-5/8 100mm 4 Span Span Span 90x75x x3x ft 4in x90x x3.5x ft 5in ft 1in ft 7in 100x90x x5x ft 3in ft 10in ft 3in 125x90x6.0 5x3.5x ft 10in ft 4in ft 7in 150x90x6.0 6x3.5x ft 3in ft 8in ft 11in Adopted from CSA Standard CAN3-A370-M84 Connectors For Masonry
148 CHAPTER 10 PRE-ENGINEERED METAL BUILDINGS Detail 10.1 Plain Concrete Masonry Wall Detail at Pile Foundation with Masonry Grade Beam... 2 Detail 10.2 Plain Concrete Masonry Wall Detail at Pile Foundation with Concrete Grade Beam... 3 Detail 10.3 Plain Concrete Masonry Wall Detail at Foundation with Masonry Grade Beam... 4 Detail 10.4 Reinforced Concrete Masonry Wall Detail at Pile Foundation with Masonry Grade Beam... 5 Detail 10.5 Reinforced Concrete Masonry Cavity Wall Detail at Foundation... 6 Detail 10.6 Masonry Wall Detail at Sidewall Eave for Walls Spanning Vertically... 7 Detail 10.7 Masonry Wall Detail at Sidewall Eave for Walls Spanning Horizontally... 8 Detail 10.8 Masonry Wall Detail at Low Sidewall for Walls Spanning Vertically... 9 Detail 10.9 Masonry Wall Detail at Low Sidewall for Walls Spanning Horizontally Detail Gable End Wall Detail Detail Load Bearing End Wall Detail Load Bearing End Wall (For Light Loads) Detail Wall Detail with Structural Steel Channel Support Detail Connection of Wall to Structural Channel Detail Connection of Wall to Horizontal I-Beam Detail Detail Connection of Wall to Steel Column Detail Connection of Wall to Horizontal Z-Section Girt... 18
149 Detail 10.1 Plain Concrete Masonry Wall Detail at Pile Foundation with Masonry Grade Beam
150 Detail 10.2 Plain Concrete Masonry Wall Detail at Pile Foundation with Concrete Grade Beam
151 Detail 10.3 Plain Concrete Masonry Wall Detail at Foundation with Masonry Grade Beam
152 Detail 10.4 Reinforced Concrete Masonry Wall Detail at Pile Foundation with Masonry Grade Beam
153 Detail 10.5 Reinforced Concrete Masonry Cavity Wall Detail at Foundation
154 Detail 10.6 Masonry Wall Detail at Sidewall Eave for Walls Spanning Vertically
155 Detail 10.7 Masonry Wall Detail at Sidewall Eave for Walls Spanning Horizontally
156 Detail 10.8 Masonry Wall Detail at Low Sidewall for Walls Spanning Vertically
157 Detail 10.9 Masonry Wall Detail at Low Sidewall for Walls Spanning Horizontally
158 Detail Gable End Wall Detail
159 Detail Load Bearing End Wall
160 Detail Load Bearing End Wall (For Light Loads)
161 Detail Wall Detail with Structural Steel Channel Support
162 Detail Connection of Wall to Structural Channel
163 Detail Connection of Wall to Horizontal I-Beam Detail
164 Detail Connection of Wall to Steel Column
165 Detail Connection of Wall to Horizontal Z-Section Girt
EAST LYME HIGH SCHOOL
Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed
Excerpts from the Canadian National Building Code (NBC)
Excerpts from the Canadian National Building Code (NBC) Reproduced here with Permission of the Copyright Owner, the National Research Council of Canada, Institute for Research in Construction. For more
Is Your Envelope Effective? Mark Lawton P.Eng Morrison Hershfield Limited Vancouver
Is Your Envelope Effective? Mark Lawton P.Eng Morrison Hershfield Limited Vancouver Designing an Effective Envelope Roofs Below Grade Walls and slabs Glazing & Windows Opaque portions of walls 2 3 Energy
NCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
COMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
RESIDENTIAL MASONRY A BEST PRACTICES GUIDE
RESIDENTIAL MASONRY A BEST PRACTICES GUIDE Build With Brick Build With Boral CONTENTS BRICK :01 MASONRY CEMENT :03 MASONRY SAND :04 WALL TIES :05 STEEL LINTELS :07 DRAINAGE WALL SYSTEM :09 FLASHING :11
Mark Cramer Inspection Services, Inc.
Mark Cramer Inspection Services, Inc. 492 Twentieth Avenue, Indian Rocks Beach, FL 34635-2970 (727) 595-4211 Fax (727) 596-7583 Certified Member #12085 American Society of Home Inspectors Construction
Superform Products Ltd.
TYPICAL CORNER REINFORCING NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER STEEL REINFORCEMENT WALL CORNER 90 Copyright 2012 Sept. 2012 5.1.1 Rebar Spacing 6" 12" Max. Load LB./FT. 2000
Certification: Building Plans Examiner. Exam ID: B3
Certification: Building Plans Examiner Exam ID: B3 Scope: A Building Plans Examiner will be responsible for reviewing submitted plans to determine if they meet the requirements of the various Building
POST AND FRAME STRUCTURES (Pole Barns)
POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:
Chapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
MUNICODE SERVICES LTD.
The Preserved Wood Foundation Guide MUNICODE SERVICES LTD. Prepared by MuniCode Services Ltd. Outline and Restrictions of this Guide The following information required for the construction of Preserved
201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE
STRUCTURAL INSPECTION REPORT DRAFT 201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE TOWN OF PRESCOTT Date: November 2013 GENIVAR No.: 131-20617-00 2611 Queensview Drive, Suite 300, Ottawa,
Chapter 6 ROOF-CEILING SYSTEMS
Chapter 6 ROOF-CEILING SYSTEMS Woodframe roof-ceiling systems are the focus of this chapter. Cold-formed steel framing for a roof-ceiling system also is permitted by the IRC but will not be discussed;
Envelope INSULATION BATT (2) Avoid Using Batt Insulation With Metal Framing. Pressure or Friction Fit
R-H-DI1 INSULATION BATT NR-E-IB1 Avoid Using Batt Insulation With Metal Framing Batt insulation should not be used with metal framing systems. Although it is common to see fiberglass batt insulation installed
Additions and Alterations
Additions and Alterations Addition and alteration construction is a miscellaneous grouping of home improvement and renovation projects that are generally geared toward the enhancement of an existing principal
Building Construction. Structural Systems 1. Load-bearing wall construction 2. Skeleton framing 3. Combination of the two
Structural Systems 1. Load-bearing wall construction 2. Skeleton framing 3. Combination of the two Factors governing type selection Economics not necessarily the one that requires the least structural
The better way to build TM. Installation Manual. FOUNDATION SIPs & FROST WALLS SIPs
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs February 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements...................................
STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM
Chapter 9 STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM 9.1 BACKGROUND Steel is widely used in the construction of multi-storey buildings. However, steel construction is seldom used and is traditionally
Thermal Bridging of Masonry Veneer Claddings and Energy Code Compliance
Thermal Bridging of Masonry Veneer Claddings and Energy Code Compliance! Graham Finch, MASc, P.Eng Mike Wilson, MEng, P.Eng James Higgins, Dipl.T RDH Building Engineering Ltd. Vancouver, BC June 3, 2013
CHAPTER 6 CONSTRUCTION TYPES
CHAPTER 6 CONSTRUCTION TYPES SECTION 601 GENERAL 601.1 Scope. Provisions of this chapter shall govern the classification of construction type by materials and fire resistance of its elements and the use
Ver. 2. Guide to. Inspecting Residential Brick Veneer
Ver. 2 Guide to Inspecting Residential Brick Veneer 1. A guide created by industry professionals. The knowledgeable staff at MASONPRO together with technical support from the Masonry Institute of Michigan
Sample Drawing Package for One and Two Family Dwelling Applications
Sample Drawing Package for One and Two Family Dwelling Applications For a full list of submission requirements, refer to the relevant checklist for your application found on our website: http://vancouver.ca/home-property-development/application-forms-and-checklists.aspx
Custom 30 x 20-8 Garage Plan Plan #g233 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 30 x 20-8 Garage Plan Plan #g233 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
LAYING BLOCK AND BRICK
LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct
Building Condition Assessment: 215-219 West Lexington Street Baltimore, Maryland
KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,
Repair of Spalling and Leaking Clay Brick Building Walls
B etter buildings Repair of Spalling and Leaking Clay Brick Building Walls Overview A few years after being built in Waterloo in 1980, a condominium of three, six-storey buildings showed severe spalling
October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr.
117 S. Market St. Benton, AR 72015 * 501-315-2626 * Fax 501-315-0024 October 30, 2014 Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR Re: Report of Findings,, Benton, Arkansas, Dear Mr. Vick: This
Technical Notes 3B - Brick Masonry Section Properties May 1993
Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications
Building Condition Assessment: 109-111 North Howard Street Baltimore, Maryland
KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,
Fig. 2 WALL-TO-WALL PANEL CONNECTIONS CORNER WALL CONNECTION
SIPS SCREWS WITH MINIMUM 1" PENETRATION IN WOOD MEMBER IN SIP WALL PANEL CONNECTED TO @ 24" O.C. MAXIMUM OUTSIDE SKIN EACH SIDE OF FRAMING TYP. AS RECOMMENDED BY FOAM CORE AS EACH SIDE OF FRAMING TYP.
PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT. November 2007
PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT November 2007 PURPOSE OF INVESTIGATION Determine possible locations of moisture intrusion into and through facade. Determine cause of horizontal and vertical
FIRE AND SMOKE PROTECTION FEATURES
CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated
FIRE AND SMOKE PROTECTION FEATURES
CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated
RESIDENTIAL PLUMBING ALTERATIONS PERMIT REQUIREMENTS
RESIDENTIAL PLUMBING ALTERATIONS PERMIT REQUIREMENTS The following guidelines are intended to assist with the permit acquisition process with regard to Plumbing Alterations. Not all information, or additional
What you need to know about concrete block basement construction.
Designing and planning your new residence is a vitally important process, which will have a great influence on the future enjoyment of your home. A successful process will ensure all areas of the home
Elevating Your House. Introduction CHAPTER 5
CHAPTER 5 Elevating Your House Introduction One of the most common retrofitting methods is elevating a house to a required or desired Flood Protection Elevation (FPE). When a house is properly elevated,
Residential Deck Safety, Construction, and Repair
Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the
2008-2009 Cost Comparisons for Common Commercial Wall Systems
An Independent Study LA MS KY TN AL GA SC NC FL 2008-2009 Cost Comparisons for Common Commercial Systems CAPITAL BUILDING CONSULTANTS PROFESSIONAL CONSTRUCTION ESTIMATORS 2008 2009 INDEPENDENT COST COMPARISONS
CONSTRUCTION DETAILS & LOAD DESIGN CHARTS
Office and Production 126 New Pace Rd., PO Box 279 Newcomerstown, OH 43832 1-800-446-2188, Fax: 740-498-4184 www.buildwithsips.com CONSTRUCTION DETAILS & LOAD DESIGN CHARTS Table of Contents Description
Firewalls. By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA. w w w. c c m p a. c a 5A-0
By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA 5A-0 This Chapter of the CCMPA Metric Technical Manual has been largely reproduced from Firewalls, A Design Guide, published by
Uncovered Decks & Porches
Uncovered Decks & Porches Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed
1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona
for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety
Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training
Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline
2.1. Architectural Character. Mountain. Agrarian. Craftsman. Gold Rush
2 A r c h i t e c t u r a l C h a r a c t e r 2.1 Introduction Development within the corridor is not required to be any one architectural style but should incorporate elements from one of the following
GYPSUM AREA SEPARATION FIREWALLS GA-620-2011
GYPSUM AREA SEPARATION FIREWALLS GA-620-2011 GA-620-2011 Copyright 2011 Gypsum Association All rights reserved. Printed in U.S.A. Characteristics, properties, or performance of materials or systems herein
PDmB, Inc. Definitions
Page 1 of 11 Definitions S Satisfactory Meets industry standards for proper material and installation NP Not Present Condition or item was not present at time of inspection NI Not Inspected Condition or
HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
HURRICANE MITIGATION RETROFITS FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES 101 Retrofits Required. Pursuant to Section 553.844 553.884, Florida Statutes, strengthening of existing site-built,
Pre-Drywall Inspection Report
SM MEDALLION INSPECTIONS helping people make informed decisions Pre-Drywall Inspection Report 5657 Garden Valley Place Milton, Georgia 30024 Prepared for Betsy and Paul Dougherty January12, 2015 Medallion
Adding Brick Veneer to Existing Construction
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 28A April 2008 Adding Brick Veneer to Construction Abstract: This Technical Note presents
ABOUT CWB CERTIFICATION/ QUALIFICATION The work CWB does on behalf of our clients can be divided into five main categories:
CWB CERTIFICATION/ CWB CERTIFICATION/ QUALIFICATION QUALIFICATION SERVICES SERVICES CANADIAN WELDING CERTIFICATION AN OVERVIEW Canada, like many countries around the world, has specific rules and regulations
ISO Types 1-6: Construction Code Descriptions
ISO 1 Frame (combustible walls and/or roof) Class 1B Buildings where the exterior walls are wood or other combustible materials, including construction where the combustible materials are combined with
Commercial And Industrial Steel Buildings
Commercial And Industrial Steel Buildings Arco Building Systems, Inc. Since 1979 Arco has been providing the highest quality steel buildings to contractors and owners throughout the United States. Leadership
Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing
1 Most basements show some signs of leaking and cracking. Through the years, problems with water, poor soils, grading, drainage and possible settling affect the integrity of a basement. Being able to recognize
Brick Veneer/Steel Stud Walls
TECHNICAL NOTES on Brick Construction 28B 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703 620 0010 Brick Veneer/Steel Stud Walls Abstract: This Technical Note addresses the considerations
EARTHQUAKE DESIGN OF BUILDINGS
GAP.2.0.9 A Publication of Global Asset Protection Services LLC EARTHQUAKE DESIGN OF BUILDINGS INTRODUCTION Buildings in many areas of the world are susceptible to damage from moderate to severe earthquakes.
HCD DSA OSHPD 1 2 1/AC AC SS SS/CC 1 2 3 4 2013 CALIFORNIA BUILDING CODE 199
CALIFORNIA BUILDING CODE MATRIX ADOPTION TABLE CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES (Matrix Adoption Tables are non-regulatory, intended only as an aid to the user. See Chapter for state agency
4. ANCHOR BOLTS AND STRAPS a. ½" anchor bolts shall be embedded 7" into concrete a maximum of 6' on center and 12" from corners and ends of plates.
GENERAL CODE REQUIREMENTS (BASEMENTS) 1. FOOTINGS a. Footings shall be below frost line depth (42"). b. For an 8" foundation wall, footings shall be no less than 8" deep and 16" wide. c. Steel reinforcement
DEFAULT HEAT LOSS COEFFICIENTS
DEFAULT HEAT LOSS COEFFICIENTS SECTION A101 GENERAL REQUIREMENTS A101.1 Scope. The following defaults shall apply to Chapter 4 of both the (RE) and (CE) sections of the IECC. This chapter includes tables
RESIDENTIAL FOUNDATION GUIDELINE Johnson County, KS
RESIDENTIAL FOUNDATION GUIDELINE Johnson County, KS Johnson County Building Officials Association January 2008 Residential Foundation Guideline Foundation designs for one-and two-family dwellings may use
H:\forms\handouts\bldg049 1 of 11 Revised Mar 2/15/dh
Accessory Apartment Construction Guide For Single Detached Dwelling and Semi-Detached Dwellings that have been in existence for at least five (5) years Notes: Buildings that are less than five (5) years
Name of course: Residential Construction Site Management (RCSM) Level 1
Name of course: Residential Construction Site Management (RCSM) Level 1 Core (required courses) or Optional (elective course): Required Delivery Method: This is an online course only with no classroom
PROJECT TITLE : 2-STOREY RESIDENCE LOCATION : ALONG DAANG HARI,MOLINO.BACOOR,CAVITE OWNER : CUEVASVILLE REALTY
PROJECT TITLE : 2-STOREY RESIDENCE LOCATION : ALONG DAANG HARI,MOLINO.BACOOR,CAVITE OWNER : CUEVASVILLE REALTY GENERAL SPECIFICATIONS These specifications are intended to cover the construction of the
Residential Decks. Planning and Development Services Department
Building Safety Division 8500 Santa Fe Drive Overland Park, KS 66212 (913) 895-6225 Fax (913) 895-5016 Email: [email protected] Planning and Development Services Department Residential Decks
SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM
Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and
0331 Brick and block construction
0331 BRICK AND BLOCK CONSTRUCTION This worksection has been written for Class 1 and 10a buildings that fully conform to the scope of AS 4773.1. If the works include isolated structures, (totally separate
COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS
COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS Permit applicants shall submit three (3) COMPLETE SETS of plans and specifications with each application for a permit. Plans and specifications
6 RETROFITTING POST & PIER HOUSES
Retrofitting Post & Pier Houses 71 6 RETROFITTING POST & PIER HOUSES by James E. Russell, P.E. 72 Retrofitting Post & Pier Houses Retrofitting Post & Pier Houses 73 RETROFITTING POST AND PIER HOUSES This
March 14, 2007. Installation of Bay, Bow and Garden Windows
March 14, 2007 Re: Installation of Bay, Bow and Garden Windows Attached are the Atrium Companies, Inc recommendation for the installation of bay, bow and garden windows. These instructions were developed
609 West Rock Road, Radford,VA 24141 540-633-5000 / (fax) 540-731-3712 RECOMMENDED ATTACHMENTS & CONNECTION DETAILS
609 West Rock Road, Radford,VA 24141 540-633-5000 / (fax) 540-731-3712 RECOMMENDED ATTACHMENTS & CONNECTION DETAILS INDEX OF DRAWINGS SECTION A: A-1 = METAL TRACK TO PANEL ATTACHMENT A-2 = WOOD PLATE TO
PANELIZED HOME INSTALLATION GUIDELINE
PANELIZED HOME INSTALLATION GUIDELINE A typical home package will be constructed of Snap-N-Lock Insulated Panels clad with steel skins. 4" panels will be used for the walls, and 6" panels for the roof.
The compliance of a roof to part of a new house at 28D Rata Street, Oxford, Waimakariri
Determination 2009/103 The compliance of a roof to part of a new house at 28D Rata Street, Oxford, Waimakariri 1. The matters to be determined 1.1 This is a determination under Part 3 Subpart 1 of the
The better way to build TM. Installation Manual. EXTERIOR WALL SIPs
The better way to build TM Installation Manual EXTERIOR WALL SIPs July 2015 EXTERIOR WALL SIPs Installation Manual Table of Contents Topics General Requirements................................... 3 Materials..............................................
Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines
Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines The following list of code requirements is intended to assist you in complying with the Code of Public Local Laws
Foundation. Foundation
Moisture Aside from structural concerns, the most important consideration for foundation design is moisture. No client wants a wet basement. No client wants a damp basement. No client wants mold in their
STANDARD OPEN PATIO COVER
STANDARD OPEN PATIO COVER BUILDING & SAFETY DIVISION 201 E. LA HABRA BLVD. LA HABRA, CA 90631 62-90-9710 Call Before You Dig 1-800-227-2600 PLEASE NOTE: This information Bulletin is made available to assist
Residential Inspection Guidelines
Residential Inspection Guidelines 201 Pre-Pour Foundation Dimensions Building Location Certificate - if required in the building consent Construction and Advice Notes Check the building dimensions against
Ceramic Glazed Brick Exterior Walls
TECHNICAL NOTES on Brick Construction 13 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 Ceramic Glazed Brick Exterior Walls Abstract: Buildings and other structures employ
Professional Engineers Providing Structural Engineering Services In Buildings
GUIDELINE Professional Engineers Providing Structural Engineering Services In Buildings 1995 Published by Association of Professional Engineers of Ontario Revised 12/11/98 CONTENTS INTRODUCTION...3 PART
Patio Covers / Carports
Patio Covers / Carports Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed
1/9/2013. Terminology Calculating Heat Transfer Code Requirements Design Examples and Sustainability
1/9/13 By Brett T. Fagan, P.E. Presented by Marie Horan, P.E. Building Diagnostics, Inc. Building Diagnostics Terminology Calculating Heat Transfer Code Requirements Design Examples and Sustainability
8/18/14. Introduction to. Framing. Terminology and Concepts
8/18/14 Introduction to Framing Terminology and Concepts Terminology: Framing Level Two points on exactly the same horizontal plane. Square Intersecting lines or faces that form an exact 90 angle. Plumb
Introduction...COMB-2 Design Considerations and Examples...COMB-3
SECTION DIRECTORY General Information Introduction...COMB-2 Design Considerations and Examples...COMB-3 Combination Assembly Recommendations and Limitations Composite Configurations...COMB-4 Typical Sealant
CHIMNEYS AND FIREPLACES
CHAPTER 10 CHIMNEYS AND FIREPLACES > > Pursuant to ORS 215.730, if a single-family dwelling located on forest-zoned lands has a chimney or chimneys, each chimney shall have a spark arrester. SECTION R1001
Contents. APA Construction Details. Full fill cavity walls 2-13. Partial fill cavity walls 14-25. Solid externally insulated walls 26-37
Contents Pages Full fill cavity walls 2-13 Partial fill cavity walls 14-25 Solid externally insulated walls 26-37 Appendix (BRE confirmation of Ψ and y-values) 38-40 Page 1 of 40 APA Construction Details
2014 FLORIDA BUILDING CODE
MINIMUM REQUIREMENTS FOR NEW 1 & 2 FAMILY RESIDENTIAL STRUCTURES (ALL PLANS MUST BE 22 X 36 ) WIND BORNE DEBRIS AREA Is the proposed structure located in the wind borne debris area? If yes, one of the
REQUIREMENTS FOR SUBMITTING PLANS FOR NEW CONSTRUCTION
RESIDENTIAL: REQUIREMENTS FOR SUBMITTING PLANS FOR NEW CONSTRUCTION 2 COMPLETE SETS OF PRINTS WITH ENGINEERS STAMP ON FOUNDATION PLAN INCLUDING ELECTRICAL, PLUMBING, ETC. SITE PLAN SHOWING HOUSE LOCATION
Coursing Tables, Metric Shapes and Sizes
Coursing Tables, Metric Shapes and Sizes By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA 3.1 The Anatomy of a Standard Concrete Block Masonry Unit A perspective view of a standard,
2009 IECC Update. Scope. Content. International Energy Conservation Code
2009 IECC Update International Energy Conservation Code Scope The code applies to both residential and commercial buildings. In the code, the United States is divided into eight climate zones which are
INSTALLATION OF A BAY WINDOW
INSTALLATION OF A BAY WINDOW Installation of a Bay Window These instructions relate to the replacement of an existing bay window or replacement of a straight window with a new bay window, in an opening
SECTION 3 ONM & J STRUCTURAL ANALYSIS
Historic Boynton Beach High School Existing Building Assessment City of Boynton Beach February 10, 2011 SECTION 3 ONM & J STRUCTURAL ANALYSIS STRUCTURAL ENGINEERS SPECIAL INSPECTORS STRUCTURAL CONDITION
Laying the First Course. 1. Excavate the site and construct the footing.
Use QUIKRETE Mortar Mix or Mason Mix lay up a concrete block wall as shown. QUIKRETE Mortar Mix or Mason Mix Concrete block Mason's line Line blocks 4' level brick trowel Jointer Mason's hammer Stiff brush
BUILDING SAFETY UNIT
POLICY Page 1 of 5 SUBMITTAL REQUIREMENTS FOR ONE AND TWO FAMILY DWELLINGS, ADDITIONS AND RENOVATIONS All submittals shall be site specific and designed to the provisions of the 2012 International Residential
Basic Requirements for Residential Plan Review _
Basic Requirements for Residential Plan Review _ Below you will find the basic requirements for your plan submittal. General: Drawn to scale Plan Size minimum: 9 x 12 Designer, Engineer, or Architect name,
Page & Turnbull imagining change in historic environments through design, research, and technology
DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED
Common Problems with Walls
Common Problems with Walls Common Problems with Walls There are problems and concerns that are shared by all walls and siding installations. In this article, we will learn about the following commonly
ICC-ES Evaluation Report Reissued September, 2010 This report is subject to re-examination in one year.
ICC-ES Evaluation Report ESR-2270 Reissued September, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
David C. Barrow Elementary School 100 Pinecrest Drive, Athens, GA 30605
David C. Barrow Elementary School 100 Pinecrest Drive, Athens, GA 30605 Winner of the 2014 Cold-Formed Steel Engineers Institute (CFSEI) Design Excellence Award May 2014 The David C. Barrow Elementary
Structural Assessment Report
Report Dallas Township Elementary School Dallas, Pennsylvania (JBCI Project No. 144911) 1655 Suburban Station Building 1617 John F. Kennedy Boulevard Philadelphia PA 19103 215 665 0497 5 Sandwood Drive
H-Stud Area Separation Wall System
12 TH EDITION 09 21 16.33/NGC H-Stud Area Separation Wall System 09 21 16.33 139 H-STUD AREA SEPARATION WALL SYSTEM The fire-protection of gypsum-based Area Separation Walls is demonstrated in dramatic