Technical Information for ProBlock Masonry Units ASTM C-90 Compliance
|
|
- Priscilla Holland
- 6 years ago
- Views:
Transcription
1 Technical Information for ProBlock Masonry Units ASTM C-90 Compliance Concrete masonry units (CMU) had not changed much since 1931 with the original publication of ASTM C90, Standard Specification for Hollow Loadbearing Concrete Masonry Units, until 2011, with ASTM C b, which allows for, but does not require, a unit s webs to be configured differently. As a result, CMU designs may be altered in order to utilize fewer raw materials in production, reduce unit weight and/or increase energy efficiency of concrete masonry construction. ASTM C90 changed from requiring a minimum web thickness to requiring a minimum web area of 6.5 square inches per square foot of face area. No longer are manufacturers required to have three 1 thick webs on 8 block; instead an 8x8x16 block could have one web as thin as 0.75 and still meet ASTM C90 s new minimum web area requirements. Johnson Concrete s ProBlock utilizes thinner webs and has an open end to increase energy performance and improve mason productivity and safety. The web area of the 8 and 12 inch ProBlock Energy Max is about 13.8 in 2 /ft 2 which meets the new C90 requirements. ProBlock comes in an Energy Max version which has higher thermal efficiency and slightly reduced weight compared to the 2 hour ProBlock version. The 8 inch 2 hour ProBlock has an equivalent thickness of about 3.7 inches and is produced using only ESCS lightweight aggregates. The unit configuration and density meets the 2 hour fire rating requirements of both the International Building Code and North Carolina Building Code. ProBlock meets ASTM 90 requirements for compressive strength when tested as a whole unit or when tested as a closed cell unit per ASTM C140. The compressive strength of ProBlock is the same as with the standard lightweight unit produced by Johnson Concrete. Johnson Concrete is happy to provide project specific R value calculation based on actual grout spacing, grout material selection and ProBlock selected. Johnson Concrete can also assist in determination of STC, heat capacity, net and average section properties, fire rating and grout estimation for projects using the ProBlock. The following sections offer more detail about some of the features of the ProBlock.
2 ProBlock Insulated Wall System: Energy Performance R-value is the measure of thermal resistance used in the building and construction industries. Higher R-value equates to increased resistance to heat flow. R-value measures the ratio of the temperature difference across an insulator (concrete masonry wall) and the heat flux (heat transfer per unit area per unit time). The key to maximizing whole-wall R-values of concrete masonry walls is minimizing thermal bridges within the concrete masonry units, and increasing the thermal resistance of the concrete used to produce concrete masonry units. Lightweight concrete is ideal for highest thermal performance concrete masonry wall assemblies. Whole-wall R-values for ProBlock walls are much greater than conventional 3-web concrete block walls. The increase achieved by injecting aminoplast foam insulation is up to 264% greater than what is possible with normal weight concrete masonry walls injected with the same aminoplast foam injection. The table below illustrates the exceptional thermal performances that can be achieved by specifying ProBlock / Core Foam Masonry Foam Insulation Wall Systems. 8x8x16 12x8x16 Density R Value* Increase** ProBlock Energy Max 85 pcf % ProBlock 105 pcf % NW ProBlock 130 pcf % ProBlock Fire Rated 85 pcf % Regular LW Block 105 pcf % Regular NW Block 130 pcf % ProBlock Energy Max 85 pcf % ProBlock 105 pcf % NW ProBlock 130 pcf % ProBlock Fire Rated 85 pcf % Regular LW Block 105 pcf % Regular NW Block 130 pcf % *Filled with R 4.60/inch injected Core Foam Masonry Foam Insulation ** Compared to Standard Normal Weight Concrete Masonry Units R-values of ProBlock walls insulated with aminoplast foam compare favorably with those insulated with closed-cell polyurethane foam. Because aminoplast foam flows within the wall, all of the nooks & crannies get filled. Polyurethane foam expands rather than flows; thus, many more holes must be drilled & patched, expanding foam tends to bridge small openings to leave voids, and polyurethane foam simply costs far more than aminoplast foam insulation. For these reasons: better performance and faster installation at a lower cost, Core Foam Masonry Foam R-4.60/inch is the better choice for injecting ProBlock and ProBlock Energy Max
3 walls vs. closed-cell polyurethane foam R-5.91/inch. The table below illustrates how closely whole-wall R-values track one another no matter the type of foam used to fill corecells of ProBlock walls. Aminoplast Foam vs. R-Values w/foam Insulation Polyurethane Foam Size Block Type Density R-4.6/in. R-5.91/in. ProBlock Energy Max 85 pcf ProBlock 105 pcf x8x16 NW ProBlock 130 pcf Regular NW Block 130 pcf ProBlock Energy Max 85 pcf ProBlock 105 pcf x8x16 NW ProBlock 130 pcf Regular NW Block 130 pcf Demonstrating Energy Code Compliance Using COMCheck: When using COMCheck for energy code compliance demonstration analysis, the U-value for the wall assembly should be used in the other mass wall section of the program. Below are U-values that can be used in this portion of the program. Net U-Value Foam Insulated with Various Foam 32 X 48 X 48 X 72 X Block Type Density R/Inch x8x16 ProBlock Energy Max 85 pcf ProBlock 105 pcf x8x16 ProBlock Energy Max 85 pcf ProBlock 105 pcf In the COMCheck program, when the other mass section is used, the heat capacity (HC) of the wall assembly must be used in conjunction with the U-value. The tables below show HC for various ProBlock Insulated Wall System assemblies. 8 inch ProBlock 12 inch ProBlock Weight/SF HC Weight/SF HC Ungrouted Ungrouted X X X X X X X X X X
4 R and U Values of ed ProBlock Insulated Wall System to use with COMcheck The tables below show the calculated R and U values of 8 and 12 ProBlock, grouted at various spacing. The R and U values are calculated with the empty cells of the units filled with R-4.6/inch masonry foam insulation by cfifoam, Inc. The ProBlock Insulated Wall System is calculated using 3/8 mortar joints and normal weight concrete grout. Air films on both sides of the wall were included in tabulating these R and U values. The seriesparallel (also called isothermal planes) calculation method is used in the calculations. 8 inch ProBlock Energy Max- 85 pcf Block Density Horizontal (Center to Center) 8 inch ProBlock Energy Max- 105 pcf Block Density Horizontal (Center to Center) Vertical (Center to Center) No R U R U R U R U R U R U Vertical (Center to Center) No R U R U R U R U R U R U Note: The IECC does not prohibit using integral masonry foam insulation in CMU construction. The Prescriptive Compliance path is presented in Section 502. Section clarifies that insulation filling the cells of CMU walls is not considered cavity insulation per Table (1). The insulating value of foam insulation filling the CMU's is taken into account using the U-factor Table, Table The U- values shown in these tables are for use with COMcheck in lieu of the default U-value representing granular loose-fill insulation. Neither the COMcheck compliance path, nor the Total Building Performance path of Section 507 prohibits using masonry foam insulation in the core-cells of CMU wall construction. NCMA TEK 6-4B (2012) provides additional guidance for architects and engineers who choose to demonstrate energy conservation code compliance by taking advantage of the trade-offs available to those who choose to use COMcheck compliance software. COMcheck can be downloaded free of charge from:
5 12 inch ProBlock Energy Max-85 pcf Block Density Horizontal (Center to Center) 12 inch ProBlock Energy Max- 105 pcf Block Density Horizontal (Center to Center) Vertical (Center to Center) No R U R U R U R U R U R U Vertical (Center to Center) No R U R U R U R U R U R U
6 Foundation Load Reduction using ProBlock ProBlock masonry units are designed with less material and are produced using ESCS lightweight aggregates. The combination of the reduced material and ESCS lightweight aggregates significantly reduce the weight of the units in the wall. 12 inch Block 20' x 200' wall example Block Type Weight/ LF Decrease ProBlock % Ungrouted Standard X 48 ProBlock % Standard X 48 ProBlock % Standard X 48 ProBlock % Standard X 72 ProBlock % Standard X 72 ProBlock % Standard 1495 The weight per linear foot of walls made with ProBlock can be reduced by up to 52%. This foundation load reduction can help minimize foundation requirements especially where poor foundation soils are present. Section Properties of ProBlock 8 inch Block 20' x 200' wall example Block Type Weight/ LF Decrease ProBlock % Ungrouted Standard X 48 ProBlock % Standard X 48 ProBlock % Standard X 48 ProBlock % Standard X 72 ProBlock % Standard X 72 ProBlock % Standard 1020 The charts below show the horizontal cross section (masonry spanning vertically) and vertical cross section (masonry spanning horizontally) properties of ProBlock with ¾ inch webs and various grout spacing. The ProBlock and typical masonry units have the same net area and similar but slightly lower average areas. The 12 inch ProBlock has a bigger average area difference than the 8 inch ProBlock.
7 Horizontal Section Properties 8 in ProBlock A n (in 2 /ft) I n (in 4 /ft) S n (in 3 /ft) A avg (in 2 /ft) I avg (in 4 /ft) S avg (in 3 /ft) r avg (in) no grout in ProBlock A n (in 2 /ft) I n (in 4 /ft) S n (in 3 /ft) A avg (in 2 /ft) I avg (in 4 /ft) S avg (in 3 /ft) r avg (in) no grout Vertical Section Properties 8 in A block A n (in 2 /ft) I n (in 4 /ft) S n (in 3 /ft) A avg (in 2 /ft) I avg (in 4 /ft) S avg (in 3 /ft) r avg (in) no grout in A Block A n (in 2 /ft) I n (in 4 /ft) S n (in 3 /ft) A avg (in 2 /ft) I avg (in 4 /ft) S avg (in 3 /ft) r avg (in) no grout
8 In the absence of an E119 fire test on a specific masonry unit design, fire ratings are determined using the Equivalent thickness method. Using the equivalent thickness method for fire rating determination 8 inch ProBlock has can achieve a 2 hour fire rating using the 2 Hour version and 90% or greater by volume lightweight aggregate. The following table shows the fire ratings achieved by the equivalent thickness method. Fire Rating with ProBlock
9 Fire Rating of ProBlock ACI 216 Fire Rating Analysis ProBlock 8 inch 12 inch 2 hour ProBlock ProBlock 1.3 web ProBlock Equivalent Thickness (in)* Aggregate composition Fire Rating Hours 100% ESCS % ES 10% NW % ES 20% NW % ES 30% NW % ES 40% NW % ES 50% NW % ES 60% NW % ES 70% NW % ES 80% NW % ES 90% NW % NW
10 Use Comparison ProBlock Vs Regular Units The ProBlock has one fewer web than regular masonry units and is designed to easily go around reinforcing steel. The ProBlock grouted cells will be able to resist moisture penetration better than regular grouted units. Open head joints can be a primary source of water infiltration in masonry walls. The ProBlock eliminates open head joints in grouted cells, minimizing water infiltration inch Block 20' x 200' wall example Block increase additional Type yd 3 yd 3 yd 3 per ProBlock Standard ProBlock Standard ProBlock 8.87 Standard ProBlock 6.65 Standard ProBlock 5.91 Standard Since the block has one fewer webs it will take additional grout to fill the grouted cells. The area of the removed web and the area of the head joint have to be filled with grout. The amount of the extra grout is small at typical grout spacing. The following charts show the grout required for a 20 foot high 200 foot long wall with various grout spacing. 12 inch Block 20' x 200' wall example Block Type yd 3 Increase yd ProBlock Standard ProBlock Standard ProBlock Standard ProBlock Standard 9.67 ProBlock Standard Additional yd 3 per The 12 inch ProBlock has approximately 25 percent less material than regular 12 inch masonry units. The 12 inch ProBlock has 1 ¼ inch face shells and thinner webs. The amount of grout required to fill in the 12 inch ProBlock is higher than it is with the 8 inch ProBlock, but the extremely light weight and associated production savings along with the reduced water infiltration potential make the 12 inch ProBlock the choice of masons.
11 Since the open end of the ProBlock allows block to be placed around reinforcing steel and does not require going over the steel, longer pieces of steel may be used. The net result of using longer pieces of steel is steel reduction. The required length of lap or development is determined according to the design procedure used (allowable stress design or strength design). The length of the lap varies by code and design method, but the longer the individual pieces of reinforcing you use the less steel you need to account for the required overlap. The chart to the right is for a 20 foot high wall and demonstrates the reduction in Steel Lift Length (ft) Wall Height 20 Feet reinforcing steel when using 8 and 12 foot sections steel compared to using 4 foot spans. The 4 foot lift length of #5 steel used in the chart is 6 feet 2 inches due to the lap length. These steel reductions can result in savings that offset a large portion of the additional grout cost using ProBlock. Linear Feet of Steel Comparison 4+ Lap 8+ Lap Reduction 12+ Lap Reduction Bar size Lap Length IBC 2006 # inches % % # inches % % # inches % % (in) Steel Lift(ft) Wall Length 200 Feet -Wall Height 20 Feet feet 8 feet Savings* 4 feet 8 feet Savings* 4 feet 8 feet Savings* # $ $ $37 # $ $ $71 # $1, $ $168 Steel cost $0.50 per pound
12 STC STC is roughly the decibel reduction in noise a partition can provide, abbreviated 'db'. The db scale is a logarithmic one and the human ear perceives a 10dB reduction in sound as roughly halving the volume - a 40 db noise subjectively seems half as loud as a 50 db one. If an 80dB sound on one side of a wall/floor/ceiling is reduced to 50dB on the other side, that partition is said to have an STC of 30. The International Building Code contains requirements to regulate sound transmission through interior partitions separating adjacent dwelling units and separating dwelling units from adjacent public areas, such as hallways, corridors, stairs or service areas. Partitions serving the above purposes must have a sound transmission class (STC) of at least 50 db STC is calculated as 20.5 x W The weight per ft 2 of wall is the key factor that affects the STC rating of a wall. There are some other factors which may affect the STC rating of a wall assembly as well and they are: ASTM E90 test results have shown that STC ratings improve by 4 db when one (1) side of Concrete Masonry Walls receives two (2) coats acrylic-latex paint ( Sound Transmission Loss Through Concrete and Concrete Masonry Walls, Portland Cement Association, ) Foam Injection can add up to 6 db (Citifoam Info Sheet) For more information on STC ratings see NCMA TEK Note 13-1C (Sound Transmission Class for Concrete Masonry Walls). OITC is a standard used for indicating the rate of transmission of sound between outdoor and indoor spaces in a structure. It is based on the ASTM E-1332 Standard Classification for the Determination of Outdoor Indoor Transmission Class. 8 Inch ProBlock Ungrouted Block Type Weight/SF STC 8 inch ProBlock STC w/ Paint STC w/ Foam STC w/ Foam and paint ProBlock Standard OITC 12 Inch ProBlock Ungrouted Block Type Weight/SF STC STC w/ Paint STC w/ Foam STC w/ Foam and paint ProBlock Standard OITC
13 The ProBlock Story ProBlock is a patent pending concrete masonry unit designed and marketed by Johnson Concrete Company. It is the final result of multiple collaborations between Johnson Concrete s engineers, block masons and architects. The designs genesis dates back to October 2010 when Johnson Concrete hosted a meeting with masons and architects to discuss the future of concrete masonry and what block producers could do to improve the market. From this meeting Johnson Concrete took key points from the masons and architects and started working on products to fit the needs of the industry. The masons and architects highlighted the need for innovative masonry products that met the following requirements: Masons 1. It has to light, not just a little lighter but light enough to make a real difference 2. You have to be able to lift it with one hand in order to keep the production level up 3. It has to be well balanced and easy to lay for the mason in the field Architects 1. It needs to be more energy efficient to deal with the new energy codes 2. It needs to offer design flexibility 3. It has to be cost competitive 4. It needs to shorten construction schedules 5. It has to meet fire rating requirements The first few attempts Johnson Concrete made to create units that would fit these needs met with only marginal success. Johnson Concrete created a 12 inch high Prodigy block and a 24 inch long Labor Saver. These units never took off because they did not address all the needs of the masons or architects. When the ASTM C90 standard changed from requiring 2 ¼ inches/foot minimum equivalent web thickness to requiring 6.5 in 2 /ft 2 normalized web area, Johnson Concrete saw the opportunity to develop a product that could change the masonry industry. The design of ProBlock was centered on the things we learned in those early meetings. We worked to develop the lightest, most balanced easy to lay and best energy performance block possible. Some other general industry concerns arose during the development stage of the ProBlock that we addressed through engineering or trial and error. We had to have a block that: 1. Would be effective in partial grouted construction applications 2. That could be made easily and quickly on existing block machines 3. That would maintain dimensional tolerances through production 4. That was strong enough to make it to the jobsite without increased chips or cracks.
14 When the design work and testing was complete, the ProBlock was so much different than anything else on the market we decided to apply for a patent on the product and promote it throughout the United States. The ProBlock is everything we set out to make it plus some. The weight is amazing low, it is easy to make, easy to handle and lay in the wall. The R-value increases with the ProBlock especially when used in conjunction with a material like Core Foam Masonry foam Insulation are outstanding. Masons who have used the block have found tremendous production rate increases and actively look for more opportunities to use it on their projects. The ProBlock is backed by a strong technical support and engineering team. Johnson Concrete is currently working on E119 fire testing and thermal measurements using the ProBlock to better take advantage of the properties of the block. Johnson is committed to making ProBlock the industry standard for high performance masonry wall systems. The ProBlock offers benefits to everyone from the block producer to the mason to the owner/architect. It is a great solution for energy, productivity, safety and profitability. Contact:
Thermal Analysis Effective R-Value Calculations for Omni Block Insulated Concrete Block Walls March 2013 Revised May 2017
Thermal Analysis Effective R-Value Calculations for Omni Block Insulated Concrete Block Walls March 2013 Revised May 2017 Thermal Analysis Effective R-Value Calculations for Omni Block 8 x 8 x16 Insulated
More informationThermal Analysis Effective R-Value Calculations for 12 Omni Block Insulated Concrete Block Walls March 2013 Revised May 2017
Thermal Analysis Effective R-Value Calculations for 12 Omni Block Insulated Concrete Block Walls March 2013 Revised May 2017 Thermal Analysis Effective R-Value Calculations for Omni Block 12 x 8 x 16 Insulated
More information1 Exam Prep Concrete Masonry Handbook Questions and Answers
1 Exam Prep Concrete Masonry Handbook Questions and Answers 1. According to Concrete Masonry Handbook, a masonry unit is considered as normal weight if it has a density or unit weight of more than pounds
More informationConcrete Block Machines Typical Fixed Block Machine
SEAOG 2016 Masonry Workshop Concrete Masonry Units and Terminology Concrete Masonry in Georgia Georgia World Congress Center Reference: Inspector s Handbook Masonry Institute of America Roy Keck, FACI
More informationTHERMAL PERFORMANCE OF MASONRY
THERMAL PERFORMANCE OF MASONRY THERMAL WALLS PERFORMANCE INSULATED OF MASONRY WITH WALLS PERLITE INSULATED WITH PERLITE The continuing need to conserve energy has resulted in mandated requirements for
More informationWASHINGTON STATE ENERGY CODE, APPENDIX CHAPTERS
Chapter 51-11C WAC WASHINGTON STATE ENERGY CODE, APPENDIX CHAPTERS TABLE OF CONTENTS Appendix A Default Heat Loss Coefficients... AE-3 A101 General... AE-3 A101.1 Scope... AE-3 A101.2 Description... AE-3
More informationSECTION 1. AS MASONRY STRUCTURES CODE
mortarless masonry Design Manual Part 1 (AS 3700:2011) Section 1 Page: 1 SECTION 1. AS 3700 - MASONRY STRUCTURES CODE AS 3700:2011 Masonry structures is the current Australian standard for the design of
More informationTechnical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION
Technical Notes 24G - The Contemporary Bearing Wall - Detailing [Dec. 1968] (Reissued Feb. 1987) INTRODUCTION The selection of a wall type and appropriate connection details is one of the most important
More informationTable of Contents.2. Introduction...3 Gravity Loading and Deflections..4. Existing Structural System..8
WISCONSIN PLACE RESIDENTIAL TECHNICAL ASSIGNMENT 2 OCTOBER 29, 2007 KURT KRASAVAGE THE PENNSYLVANIA STATE UNIVERSITY STRUCTURAL OPTION FACULTY ADVISOR: DR. ALI MEMARI 1 Table of Contents Table of Contents.2
More informationFire Safety with Concrete Masonry Products. NCMA/AIA CES COURSE C202a
Fire Safety with Concrete Masonry Products NCMA/AIA CES COURSE C202a Disclaimer The National Concrete Masonry Association is a Registered Provider with The American Institute of Architects (AIA/CES) and
More informationFIRE RESISTANCE OF NORLITE EXPANDED SHALE CONCRETE MASONRY
FIRE RESISTANCE OF NORLITE EXPANDED SHALE CONCRETE MASONRY Introduction Wherever you live, work or play, Norlite Lightweight Masonry improves your world! The truth of this statement is perhaps no better
More information1.02 STANDARD REFERENCES: The following standard specifications shall apply to the Work of this Section as indicated:
SECTION 04220 CONCRETE UNIT MASONRY PART 1 - GENERAL 1.01 SCOPE: A. The CONTRACTOR shall furnish all labor, materials and equipment necessary for the masonry construction as shown on the drawings or as
More informationPRECAST CONCRETE PRODUCTS
R LEADERS IN THE INDUSTRY TM CONCRETE PRODUCTS SILLS THRESHOLDS PARKING BUMPERS U - LINTELS SCUPPERS February 2012 COMPANY HISTORY Cast-Crete was founded in Tampa Bay, Florida in 1955 as a producer of
More informationMasonry Wall Bracing. A Simplified Approach To Bracing Masonry Walls Under Construction. Masonry Bracing Task Force.
Masonry Wall Bracing A Simplified Approach To Bracing Masonry Walls Under Construction Produced by the Masonry Wall Bracing A Simplified Approach to Bracing Masonry Walls Under Construction Produced by
More informationSECTION BRICK MASONRY ASSEMBLIES
PART 1 - GENERAL 1.1 SUMMARY A. Section includes the following: 1. Face brick. 2. Mortar and grout. 3. Ties and anchors. 4. Miscellaneous masonry accessories. 1.2 SUBMITTALS A. Product Data: For each type
More informationALLOWABLE STRESS DESIGN OF CONCRETE MASONRY LINTELS. TEK 17-1C Structural (2009) Related TEK: Uniform load. Triangular load. Concentrated loads
An information series from the national authority on concrete masonry technology ALLOWABLE STRESS DESIGN OF CONCRETE MASONRY LINTELS TEK 17-1C Structural (2009) INTRODUCTION Lintels and beams are horizontal
More informationS T R U C T U R. Technology. magazine. Software for the Structural Design of Masonry. The Design Basis. Copyright
Software for the Structural Design of Masonry By Russell H. Brown, James K. Nelson, Jr. and Dennis Graber Using software can free the design engineer from the drudgery of routine calculations and enable
More informationINSULATED CONCRETE MASONRY UNITS Section 04220
INSULATED CONCRETE MASONRY UNITS Section 04220 PART 1 GENERAL 1.01 Summary A. Section Includes 1. Insulated masonry wall units (CMU's) 2. Decorative insulated masonry wall units 1.02 SUBMITTALS A. Samples:
More informationContents. 1.1 Introduction 1
Contents PREFACE 1 ANCIENT MASONRY 1 1.1 Introduction 1 1.2 History of Masonry Materials 1 1.2.1 Stone 2 1.2.2 Clay Units 2 1.2.3 Calcium Silicate Units 4 1.2.4 Concrete Masonry Units 4 1.2.5 Mortars 5
More informationH y a t t C e n t e r Chicago, Illinois (71 South Wacker Drive) Acoustics Study
8.0 Acoustics and Fire Rating Study Introduction An acoustics and fire rating study was performed on the Hyatt Center to establish an acceptable infill wall assembly for use in the proposed braced frame
More informationREPORT HOLDER: AEROSMITH FASTENING SYSTEMS 5621 DIVIDEND ROAD INDIANAPOLIS, INDIANA EVALUATION SUBJECT: AEROSMITH 3000 SERIES FASTENERS
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3833 Reissued 08/2017 This report is subject to renewal 08/2018. DIVISION: 03 00
More informationDefinition of Wall. A continuous, vertical structure Thin relatively to its length and height
Walls & Partition Learning Objectives Briefly explain the functions & functional requirements of walls Differentiate and compare between load bearing and non-load bearing walls Briefly describe the characteristics,
More informationThermasheath-XP. Insulation for Exposed Use
Insulation for Exposed Use PRODUCT DESCRIPTION Rmax Thermasheath-XP is an energy-efficient thermal insulation board composed of a closed-cell polyisocyanurate (Polyiso) foam bonded to durable, embossed
More informationUltra-High Performance Wall System Glass Fiber Reinforced Concrete
Ultra-High Performance Wall System Glass Fiber Reinforced Concrete We are your wall one system, one supplier, one warranty. Our Ultra-High Performance Wall System (UHPWS) is a prefabricated unitized wall
More informationfor Mortar-Set Concrete Tiling Installations
The following specification refers to the Stepstone, Inc. product known as: Large Scale CalArc Pavers for Mortar-Set Concrete Tiling Installations Large Scale CalArc Pavers are part of the California Architectural
More informationDIVISION: THERMAL AND MOISTURE PROTECTION SECTION: THERMAL INSULATION SECTION: WATER-RESISTIVE BARRIERS/WEATHER BARRIERS
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3493 Reissued 09/2017 This report is subject to renewal 09/2018. DIVISION: 07 00
More informationESR-2269 Reissued November 1, 2008 This report is subject to re-examination in one year.
Reissued November, 008 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office 60 Workman Mill Road, Whittier, California 9060 (6) 699-0
More informationCTP STITCH-TIE AGAIN! Quick and easy way to re-anchor existing veneers to back-up structures.
Helical Wall Tie System for Stabilizing Veneers and Structural Repair AGAIN! ANOTHER CTP SOLUTION! CTP STITCH-TIE Quick and easy way to re-anchor existing veneers to back-up structures. Brick to Concrete
More informationProGUARD DP The Game-changing Wall System
ProGUARD DP The Game-changing Wall System Arriscraft ARRIS-stack over ProGUARD DP Insulated Cement Board Panels, using Laticrete MVIS materials. PROGUARD DP INSULATED CONCRETE BOARD, manufactured by T.
More informationSECTION SHEET MEMBRANE SOUND REDUCTION, CRACK ISOLATION / JOINT BRIDGING, AND WATERPROOFING
SECTION 093000 - SHEET MEMBRANE SOUND REDUCTION, CRACK ISOLATION / JOINT BRIDGING, AND WATERPROOFING PART 1 - GENERAL This specification includes the sheet membrane used for sound reduction, crack isolation
More informationDIVISION 04 MASONRY CAST STONE. A. Design Considerations. 1. Cast stone shall comply with ASTM C1364, Standard Specification for Cast Stone.
DIVISION 04 MASONRY 04720 CAST STONE A. Design Considerations 1. Cast stone shall comply with ASTM C1364, Standard Specification for Cast Stone. 2. Care must be taken in the design of individual units
More informationEditing notes to assist users are separated from specification text by rows of asterisks. Delete these notes prior to final printing.
SECTION 09635 LIMESTONE FLOORING This guide specification has been prepared by TexaStone Quarries LLC to assist design professionals in the preparation of a specification section covering cut limestone
More informationAUGUST AUSTRALITE fire, acoustics & thermal technical manual
AUGUST 07 AUSTRALITE fire, acoustics & thermal technical manual AUSTRALITE CONTENTS Fire Resistance Levels / How to Use Structural Adequacy Charts / N-Loadbearing Structural Adequacy FRL s / 6 Loadbearing
More informationNorth Mountain IMS Medical Office Building
North Mountain IMS Medical Office Building Phoenix, Arizona Michael Hopple Technical Assignment 2 October 29 th, 2007 AE 481W-Senior Thesis The Pennsylvania State University Faculty Adviser: Dr. Ali Memari,
More informationSTRUCTURAL MASONRY SPECIAL INSPECTOR. Study Guide
STRUCTURAL MASONRY SPECIAL INSPECTOR Study Guide May 2017 Examination: The Structural Masonry Inspector Examination is based on the references cited in this document. It is 3 hours in length, is an open-book
More informationNarrow Modular Pavers (NMP) for Mortar-Set Concrete Tiling Installations
The following specification refers to the Stepstone, Inc. product known as: Narrow Modular Pavers (NMP) for Mortar-Set Concrete Tiling Installations Narrow Modular Pavers are part of the California Architectural
More informationGuide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Steel Wall Framing
Guide to Attaching Exterior Wall Coverings through Foam Sheathing to Wood or Wall Framing Released September 20, 2010 Updated December 4, 2012 Note: Tables for cladding attachments to wood framing have
More informationACCEPTANCE CRITERIA FOR METAL PLASTER BASES (LATH) PREFACE
ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect ACCEPTANCE CRITERIA FOR METAL PLASTER BASES (LATH) AC191 Approved May 2008 Effective June 1, 2008 Previously approved February 2008, October 2007,
More informationContec is AAC. 1. Contec is AAC
1. Contec is AAC 1.1 Introduction 1.2 About Contec 1.3 Contec and AAC 1.4 List of Products 1.5 Applications of Contec AAC Products 1.6 Manufacturing Process 1.7 Quality control 1.8 Benefits of Contec AAC
More informationFROM: PROPOSED SUBSTITUTION: Use HILTI X-U instead of fillet weld or arc spot puddle weld
DATE: PROJECT: TO: FROM: SUBJECT: HILTI X-U POWDER-ACTUATED FASTENER SUBSTITUTION REQUEST SPECIFICATION TITLE: SECTION: PAGE: ARTICLE/PARAGRAPH: DESCRIPTION: DESIGN DETAIL NO.: PROPOSED SUBSTITUTION: Use
More informationHammerStone Manufactured stone veneers for commercial & residential applications
HammerStone Manufactured stone veneers for commercial & residential applications Veneer Stone Specification Guide Section 04711: Manufactured Stone Veneer Use this specification guide for each individual
More informationBrick Veneer / Wood Stud Walls
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 28 November 2012 Brick Veneer / Wood Stud Walls Abstract: This Technical Note deals
More informationSpray Polyurethane Foam. Insulation and Air Barrier Requirements of the 2012 I-Codes. Spray Foam Coalition
Spray Polyurethane Foam Design Guidance Insulation and Air Barrier Requirements of the 2012 I-Codes Spray Foam Coalition about the collaboration the center for the polyurathanes industry (CPI) of the
More information1-2-3MORTAR Modified Portland cement based mortar, to be used to adhere any prefabricated construction elements
1-2-3MORTAR Modified Portland cement based mortar, to be used to adhere any prefabricated construction elements Data Sheet DESCRIPTION 1-2-3MORTAR is a ready to use commercial grade mason mix used for
More informationStructural Technical Report #2 By Robert Whitaker
Structural Technical Report #2 By Robert Whitaker Robert Whitaker Structural ~ Parfitt Parkview at Bloomfield Station Bloomfield, NJ 10-31-05 Executive Summary This report covers the comparative redesign
More informationRETAINING WALL LEVEL BACKFILL
City of Poway Development Services Department Building Division (858) 668-4645 (858) 668-4646 (Inspection Line) building@poway.org RETAINING WALL LEVEL BACKFILL Construction of retaining walls, except
More informationDIVISION: THERMAL AND MOISTURE PROTECTION SECTION: THERMAL INSULATION REPORT HOLDER: ICYNENE, INC.
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-3500 Reissued 01/2017 This report is subject to renewal 01/2018. DIVISION: 07 00
More informationSECTION UNIT MASONRY SYSTEM
SECTION 04320 UNIT MASONRY SYSTEM PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete masonry and face brick units. B. Reinforcement, anchorage, and accessories. 1.03 SUBMITTALS A. Submit product data under
More informationAnchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
More informationNCMA TEK TEK 19-5A FLASHING DETAILS FOR CONCRETE MASONRY WALLS
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology FLASHING DETAILS FOR CONCRETE MASONRY WALLS TEK 19-5A Water Penetration Resistance
More informationG. Shop drawing of wall with all dimensions, details, and finishes. Drawings must include post foundations.
DURA-CRETE S-SERIES PRECAST CONCRETE WALL SPECIFICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete Screen Wall Description: Work under this item shall consist of furnishing and erecting a wall in
More informationBeginning of the Course
Beginning of the Course Topics we will Cover What is Stucco? What does InterNACHI require? How to Identify Stucco Type. Primary Concerns Related to Stucco. How to Inspect during a Home Inspection. What
More informationMS-2A LINER SPECIFICATIONS: for STRUCTURAL REPAIR and SEALING of MANHOLES
MS-2A LINER SPECIFICATIONS: for STRUCTURAL REPAIR and SEALING of MANHOLES INTENT: To provide a system for reconstruction of concrete or masonry structures to stop inflow, infiltration, exfiltration, and
More informationMASONRY DETAILING SCHOOL OF ARCHITECTURE AND PLANNING: MIT. Shelf Angles. Image by MIT OCW.
Shelf Angles Image by MIT OCW. Flashing Single Wythe Walls Image by MIT OCW. Flashing with Shear Transfer Image by MIT OCW. Flashing Reinforced Wall Image by MIT OCW. End Dams Flashing Laps 6 Drainage
More informationDIVISION: CONCRETE SECTION: SPECIALTY PLACED CONCRETE REPORT HOLDER: EMMEDUE S.P.A.
0 ICC-ES Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-2037 Reissued 07/2016 This report is subject to renewal 07/2018. DIVISION: 03 00 00 CONCRETE
More informationDIVISION: MASONRY SECTION: MASONRY ANCHORS REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 687 (62) 699 04 www.icc es.org ESR 06 Reissued 0/207 This report is subject to renewal 0/208. DIVISION: 04 00 00 MASONRY
More informationDIVISION: MASONRY SECTION: MASONRY ANCHORS REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3056 Reissued 10/2015 This report is subject to renewal 10/2017. DIVISION: 04 00 00 MASONRY
More informationApplying the Building Code During Design
Applying the Building Code During Design A Step-By-Step Process AIA Learning Units The Salt Lake City CSI Chapter is a Registered Provider with The American Institute of Architects Continuing Education
More informationLEGACY REPORT ER ICC Evaluation Service, Inc. Reissued January 1, Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued January 1, 2000 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900 Montclair
More informationDIVISION: THERMAL AND MOISTURE PROTECTION SECTION: THERMAL INSULATION REPORT HOLDER: DEMILEC (USA) INC.
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 4073 Issued 08/2017 This report is subject to renewal 08/2018. DIVISION: 07 00 00
More informationBuilding. Green. with Arriscraft International
Building Green with Arriscraft International Arriscraft products support the fundamental principles of green ma Energy Conservation Resource Re-use & Protection nagement with additional durability, design
More informationCHAPTER 26 PLASTIC SECTION BC 2601 SECTION BC 2603 GENERAL FOAM PLASTIC INSULATION
CHAPTER 26 PLASTIC SECTION BC 2601 GENERAL 2601.1 Scope. These provisions shall govern the materials, design, application, construction and installation of foam plastic, foam plastic insulation, plastic
More informationTechnical Notes 28 - Anchored Brick Veneer, Wood Frame Construction Rev August 2002
Technical Notes 28 - Anchored Brick Veneer, Wood Frame Construction Rev August 2002 Abstract: This Technical Notes deals with the prescriptive design of brick veneer with wood frame construction in buildings
More informationDIVISION: MASONRY SECTION: MASONRY ANCHORS REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-4143 Issued 01/2018 This report is subject to renewal 01/2019. DIVISION: 04 00 00
More informationLegacy report on the 1997 Uniform Building Code, the 2000 International Building Code and the 2000 International Residential Code.
LEGACY REPORT ER-2895 Reissued March 1, 2004 www.icc-es.org Business/Regional Office 5360 Workman Mill Road, Whittier, California 90601 (562) 699-0543 Regional Office 900 Montclair Road, Suite A, Birmingham,
More informationPreventing Water Leakage through Construction Joints using SYNKOFLEX Preformed Compressible Waterstop
Preventing Water Leakage through Construction Joints using SYNKOFLEX Preformed Compressible Waterstop Introduction A typical problem in most Water Retaining Structures is the leakage of water through Construction
More informationTrusted SECTION: 04 HILTI, INC. TULSA, Conformity! ICC-ES Evaluation. not specifically. Copyright 2015
0 ICC ES Report ICC ES (800) 42 6587 (562) 699 054 www.icc es.orgg 000 Most Widely Accepted and Trusted ESR 2269 Reissued 02/205 This report is subject to renewal 02/207. DIVISION: 0 00 00 CONCRETE SECTION:
More information***********************************************************************************
AQUAFIN-2K/M Two-Component Cement-based Acrylic-based Waterproofing GUIDE AQUAFIN, Inc. SPECIFICATION PART 1 - GENERAL 1.1 SECTION INCLUDES SECTION 07 16 14 ACRYLIC MODIFIED (FLEXIBLE) CEMENTITIOUS WATERPROOFING
More informationFIRESTOP JOINT SPRAY CFS-SP WB. 2mm (0.079") WET FILM ± 7.5 ± 5
Design No. CEJ 27 P (HI/JS 20-05) Table. CONCRETE FLOOR ASSEMBLY: Max. two-hour rated concrete floor assembly made from either lightweight or normal weight concrete with a density of 00-50 pcf, with a
More informationR-Value. Effective. Energy efficiency of masonry s thermal mass is recognized by code 9" 2" R21 + R18 THERMAL MASS +13 R13 R18
Article reprinted with permission from MasonryEdge/theStoryPole Vol 6 No 3 the Effectiveness of R-Value Effective Allow masonry s mass, which slowly warms and slowly releases heat for greater comfort levels,
More informationDIVISION: MASONRY SECTION: MASONRY ANCHORS REPORT HOLDER: DEWALT 701 EAST JOPPA ROAD TOWSON, MARYLAND EVALUATION SUBJECT:
0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 2966 Reissued 12/2016 This report is subject to renewal 12/2017. DIVISION: 04 00 00 MASONRY
More informationDIVISION: MASONRY SECTION: MASONRY ANCHORS REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 687 (6) 699 0 www.icc es.org ESR 8 Reissued 0/08 This report is subject to renewal 0/09. DIVISION: 0 00 00 MASONRY SECTION:
More informationDIVISION: MASONRY SECTION: MASONRY ANCHORS REPORT HOLDER: HILTI, INC DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 587 (52) 99 0543 www.icc es.org ESR 393 Reissued 12/2017 This report is subject to renewal 12/2018. DIVISION: 04 00 00 MASONRY
More informationBUILDING CODES Presented by CORUM ENGINEERING
BUILDING CODES Presented by CORUM ENGINEERING AGENDA I. The Basics of Foundations A. Footer Designs B. Foundation Walls 1. Non-Backfilled Walls 2. Backfilled Walls (Retaining Walls) C. Slabs vs. Crawl
More informationKinds of Mortars. Mortar. Specifying Mortar. Proportion Specifications. M a S o N w O r K. Specification for Mortar Cement
ASTM C9 ASTM C44 ASTM C270 ASTM C780 ASTM C329 ASTM C586 Mortar Specification for Masonry Specification for Aggregate for Masonry Mortar Specification for Mortar for Unit Masonry Method for Preconstruction
More informationSECTION GYPSUM BOARD ASSEMBLIES
SECTION 09 21 16 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Metal stud wall and ceiling framing, 20 gauge. B. Metal channel suspended ceiling framing. C. Gypsum board. D. Gypsum sheathing.
More informationSECTION PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT
SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT SECTION 32 14 13 19 PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Permeable Articulating
More informationFIRE ENDURANCE RATINGS CLAY BRICK MASONRY
FIRE ENDURANCE RATINGS OF CLAY BRICK MASONRY Prepared for: Western States Clay Products Association Submitted by: Jeffrey L. Elder Technical Committee Chair Western States Clay Products Association 386
More informationSECTION EPOXY TERRAZZO
SECTION 09 66 23.16 EPOXY TERRAZZO THIS GUIDE SPECIFICATION HAS BEEN PREPARED BY THE NATIONAL TERRAZZO AND MOSAIC ASSOCIATION, INC., AND IS DISTRIBUTED FOR USE BY ITS MEMBERS AND DESIGN PROFESSIONALS.
More informationLEGACY REPORT ER ICC Evaluation Service, Inc. Reissued October 1, Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued October 1, 2007 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900 Montclair
More informationBroadcast Parking Garage System
AIA Specification Part 1 General Broadcast Parking Garage System 1.01 Work Included A. All work to be provided in this section shall include material, labor, and equipment necessary to furnish the complete
More informationWall bracing panel requirements
Wall bracing panel requirements Building Inspections Exterior and interior walls must be braced in accordance with Minnesota State Building Code section R602 to resist wind loads and racking. Locations,
More informationConcrete weighs about 150 pounds per cubic foot
At Bassora, where they have no timber, they make arches without any frame. The mason, with a nail and a bit of string, marks a semicircle on the ground, lays his bricks, fastened together with a gypsum
More informationACCEPTANCE CRITERIA FOR PRECAST STONE VENEER
www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council ACCEPTANCE CRITERIA FOR PRECAST STONE VENEER AC51 Approved February 2008 Effective March 1, 2008 (Editorially
More informationSuperior Aluminum Guide Specification 10/4/2016 Non-Welded Aluminum Pipe Railing
The following specification has been developed by: Superior Aluminum Products 555 East Main Street Russia, Ohio 45363-0430 to assist Architects and Designers in the specification of Non Welded Concealed
More informationENGINEERS ENGINEERED SOLUTIONS DEEP-DEK COMPOSITE COMPOSITE LONG SPAN FLOOR DECK.
ENGINEERS ENGINEERED SOLUTIONS DEEP-DEK COMPOSITE COMPOSITE LONG SPAN FLOOR DECK www.metaldek.com DEEP-DEK 4.5 COMPOSITE DEEP-DEK 6 COMPOSITE DEEP-DEK COMPOSITE Deep-Dek Composite* is a long-span composite
More informationESR-1826 Reissued February 1, 2013 This report is subject to renewal February 1, 2015.
* ICC-ES Evaluation Report www.icc-es.org (800) 423-6587 (562) 699-0543 ESR-1826 Reissued February 1, 2013 This report is subject to renewal February 1, 2015. A Subsidiary of the International Code Council
More informationSECTION SHEET MEMBRANE WATERPROOFING AND CRACK ISOLATION
SECTION 093000 - SHEET MEMBRANE WATERPROOFING AND CRACK ISOLATION PART 1 - GENERAL This specification includes the sheet membrane used as waterproofing, vapor retarder, and crack isolation in conjunction
More informationAnalysis 4 Acoustical Analysis of Interior Partitions- Breadth
Analysis 4 - Breadth Background Good classroom acoustics are vital when the teaching and learning process relies strongly on verbal communication. Transmission of noise from one learning environment to
More informationSTRATEGIES FOR TERMITE RESISTANCE TEK 3-9A
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology STRATEGIES FOR TERMITE RESISTANCE TEK 3-9A Construction (2000) Keywords:
More informationThe Perfect Choice for Mezzanines in Custom Metal Buildings
The Perfect Choice for Mezzanines in Custom Metal Buildings Ecospan composite floor system. The Ecospan Composite Floor System is an innovative, simple, effective and economical method of providing all
More informationTITEN HD Heavy Duty Screw Anchor for Concrete & Masonry
TITEN HD Heavy Duty Screw Anchor for & Masonry The Titen HD is a patented, high-strength screw anchor for concrete and masonry. The self-undercutting, non-expansion characteristics of the Titen HD makes
More informationThe following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 17.
The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 17. Please refer to the publication in its entirety for complete details on this product
More informationConcrete Masonry. Weights and Process. Grades & Types
Concrete Masonry Weights and Process Two basic weights Normal weight 40 lbs. / unit 1,200-1,800psi comp strength Lightweight 22-28 lbs. / unit 700-1,000 psi comp strength Molded with a very dry mix - 3
More informationWILL THE REAL R-VALUE PLEASE STAND UP
WILL THE REAL R-VALUE PLEASE STAND UP Joe J. Johnson Department of Architecture University of Oregon Eugene, Oregon jjohnson@uoregon.edu ABSTRACT This paper describes an approach to determine actual R-
More informationPulaski County, Virginia
Pulaski County, Virginia Typical Retaining Wall Details Based on the 2009 International Residential Code CONTENTS Timber Retaining Wall... 2 General Requirements... 2 Wall Construction... 2 Deadmen...
More informationComposite / Veneer Units. Precision...1. Split Face... 2
Composite / Veneer Introduction...i Composite / Veneer Units Precision...1 Split Face...... 2 Composite Masonry Applications, Construction, Standards...3 Anchored Veneer Applications, Construction, Standards...4
More informationACCEPTANCE CRITERIA FOR PRECAST STONE VENEER PREFACE
ICC EVALUATION SERVICE, INC. Evaluate P Inform P Protect ACCEPTANCE CRITERIA FOR PRECAST STONE VENEER AC51 Approved February 2008 Effective March 1, 2008 Previously approved October 2007, January 2001,
More information