Wall Cost Guide

Masonry Wall Cost Guide

04200/OLDBuyLine 6650

Product Locator Guide

Regions and CompaniesColumn 1 of 2

Regions and CompaniesColumn 2 of 2

3

SoutheastAdams (NC, SC)

Morrisville, NC 1-800-672-3131 ■ ■ ■ ■ ■ ■

Fayetteville, NC 1-800-682-7025 ■ ■ ■ ■ ■ ■

Kinston, NC 1-800-682-5740 ■ ■ ■ ■ ■ ■

Wilmington, NC 1-910-675-1262 ■ ■ ■ ■ ■ ■

Myrtle Beach, SC 1-843-215-2900 ■ ■ ■ ■ ■ ■

Big River (AL, GA, LA)Alpharetta, GA 1-800-342-5483 ■

Livingston, AL 1-800-238-3408 ■

Erwinville, LA 1-800-969-5634 ■

Big Rock (TN)Rockwood 1-888-624-3088 ■ ■ ■

Bosse (GA)Jonesboro 1-800-621-5222 ■ ■ ■

CCI Manufacturing (TX)Dallas 1-972-488-8131 ■

Austin 1-512-443-5787 ■

Bellaire 1-713-349-0933 ■

Keller 1-817-337-4440 ■

Georgetown 1-512-864-9601 ■

Houston 1-713-349-0933 ■

Seagoville 1-972-287-1980 ■

Eagle-Cordell (TX)Houston 1-800-933-5509 ■ ■ ■ ■ ■ ■ ■

Eagle Lake 1-409-234-5561 ■ ■ ■ ■ ■ ■ ■

Round Rock 1-512-990-7335 ■ ■ ■ ■ ■ ■ ■

Goria Enterprises (NC)Greensboro 1-800-446-7421 ■ ■ ■ ■

Jewell (TX)Waco 1-800-792-3216 ■ ■ ■ ■ ■ ■ ■ ■

Tyler 1-800-233-8686 ■ ■ ■ ■ ■ ■ ■ ■

Westile (FL)Ft. Lauderdale 1-877-WESTILE ■

MidwestAkron Brick and Block (OH)

Akron 1-800-589-2565 ■ ■ ■ ■ ■ ■ ■ ■ ■

Bedford Heights 1-440-439-5745 ■ ■ ■ ■ ■ ■ ■ ■ ■

Décor (MI)Holt 1-517-694-5526 ■ ■ ■

4D (MI)Midland 1-800-227-6512 ■ ■ ■ ■ ■

Munger 1-989-659-2124 ■ ■ ■ ■ ■

Glen-Gery (IA, MO, OH)Caledonia, OH 1-419-845-3321 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Chillicothe, MO 1-660-646-4365 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Iberia, OH 1-419-468-5002 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Redfield, IA 1-515-833-2828 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Miller Material (MO)Kansas City 1-800-289-2244 ■ ■ ■ ■ ■ ■ ■

Schuster’s (IN)Indianapolis 1-800-424-0190 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Trenwyth (IL)South Beloit 1-800-358-3003 ■ ■ ■

CanadaDécor (Ontario)

Stoney Creek, ON 1-905-643-1277 ■ ■ ■

Permacon (Quebec, Ontario)Ville d’Anjou, Quebec 1-514-351-2120 ■ ■ ■ ■ ■ ■ ■ ■

Quebec, Quebec 1-418-622-3333 ■ ■ ■ ■ ■ ■ ■ ■

Sherbrooke, Quebec 1-819-564-1414 ■ ■ ■ ■ ■ ■ ■ ■

Trois-Rivieres, Quebec 1-819-378-2721 ■ ■ ■ ■ ■ ■ ■ ■

Bolton, Ontario 1-905-857-6773 ■ ■ ■ ■ ■ ■ ■ ■

Belleville, Ontario 1-613-962-4567 ■ ■ ■ ■ ■ ■ ■ ■

London, Ontario 1-519-453-9501 ■ ■ ■ ■ ■ ■ ■ ■

Milton, Ontario 1-905-875-4215 ■ ■ ■ ■ ■ ■ ■ ■

Oshawa, Ontario 1-905-728-2499 ■ ■ ■ ■ ■ ■ ■ ■

Stittsville, Ontario 1-613-836-6194 ■ ■ ■ ■ ■ ■ ■ ■

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NortheastAlwine Block (PA)

New Oxford 1-800-854-4885 ■ ■ ■ ■

Balcon (MD)Crofton 1-800-580-5838 ■ ■ ■

Betco South (MD, VA)Bethesda, MD 1-800-486-2312 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Annapolis, MD 1-410-263-6744 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Gainesville, VA 1-800-486-9009 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Big M of Culpeper, Inc. (VA)Culpeper 1-800-839-5939 ■ ■

Domine (NY)Rochester 1-800-836-2565 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Fishers 1-800-444-2103 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Easton (PA)Easton 1-800-300-6155 ■ ■ ■

Foster-Southeastern (MA)Boston 1-800-462-2225 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Glen-Gery (NJ, PA, VA)Wyomissing, PA 1-610-374-4011 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Bigler, PA 1-814-857-7688 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Manassas, VA 1-703-368-3178 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Summerville, PA 1-814-856-2171 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Somerville, NJ 1-908-359-5111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Shoemakersville, PA 1-610-562-8313 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

York, PA 1-717-848-2589 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Lehigh Valley Block (PA)Allentown 1-800-400-2714 ■ ■ ■ ■ ■ ■

Trenwyth (PA)Emigsville 1-800-233-1924 ■ ■ ■

Arthur Whitcomb (NH, VT)Keene, NH 1-603-352-0101 ■ ■ ■ ■ ■ ■ ■ ■ ■

Lebanon, NH 1-603-298-5959 ■ ■ ■ ■ ■ ■ ■ ■ ■

Woodsville, NH 1-603-747-3713 ■ ■ ■ ■ ■ ■ ■ ■ ■

Springfield, VT 1-802-229-5856 ■ ■ ■ ■ ■ ■ ■ ■ ■

Montpelier, VT 1-802-229-5856 ■ ■ ■ ■ ■ ■ ■ ■ ■

Brattleboro, VT 1-802-254-9488 ■ ■ ■ ■ ■ ■ ■ ■ ■

WestAmcor (UT)

North Salt Lake City 1-800-800-4004 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Provo 1-800-752-8226 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Central Pre-Mix (WA)Kent 1-253-872-9466 ■ ■ ■ ■ ■ ■ ■ ■ ■

Spokane 1-800-950-6290 ■ ■ ■ ■ ■ ■ ■ ■ ■

Concrete Designs (AZ)Tucson 1-800-279-2278 ■

Sakrete (OR)Portland 1-800-245-3833 ■

Sierra (CA)Fontana 1-909-355-6422 ■ ■ ■ ■

Superlite (AZ)Phoenix 1-800-366-7877 ■ ■ ■ ■ ■ ■ ■ ■ ■

Flagstaff 1-520-526-5499 ■ ■ ■ ■ ■ ■ ■ ■ ■

Gilbert 1-602-352-3818 ■ ■ ■ ■ ■ ■ ■ ■ ■

Deer Valley 1-602-352-3819 ■ ■ ■ ■ ■ ■ ■ ■ ■

Yuma 1-602-344-5060 ■ ■ ■ ■ ■ ■ ■ ■ ■

Kingman 1-520-757-1183 ■ ■ ■ ■ ■ ■ ■ ■ ■

Chandler 1-602-352-3810 ■ ■ ■ ■ ■ ■ ■ ■ ■

Trenwyth (AZ)Phoenix 1-800-331-9823 ■ ■ ■

Westile (AZ, CA, CO)Casa Grande, AZ 1-800-562-8500 ■

Corona, CA 1-800-366-6437 ■

Denver, CO 1-800-433-8453 ■

Young Block (AZ)Tucson 1-800-794-1236 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

Sierra Vista 1-800-339-1583 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■

IntroductionThe following is an updated version of past masonry

wall cost guides. Cost figures are in dollars per square foot and are prepared for a wide range ofarchitectural projects based on prevailing wages. Costs can and will vary depending on thedifficulty of the project or if prevailing wages are in effect. We encourage the user to contact amember for free costing analysis of specific projects.

Guidelines used in compiling these costs are:a.) Building heights that do not exceed three storiesb.) An average amount of built-in items, concealed piping,

saw cuts, pilasters, bullnose corners, embedding of plates, bolts, etc.c.) An average combination of interior and exterior masonryd.) Colored masonrye.) Moisture repellent in mortar for CMU veneers.The square foot prices include material costs, labor costs, equipment, taxes, overhead, and a

Mason Contractors profit. We are proud to offer a wider range of masonry wall construction. In bothaesthetics, engineering, and economics, we feel that masonry construction offers a distinct value tonew building construction. In addition, to the obvious attributes of:

• Fire Resistance • Low life-cycle costs• Speed of Erection • Sound Absorbancy/• Flexibility of Design Reflectivity• Structural Integrity • Thermal Massthe designer must consider lower insurance costs, higher

resale value and the positive image of masonry construction.This version of the wall cost guide shows comparisons utilizing lightweight high-performance

concrete masonry units. Including attributes of cost effectiveness, higher R-values and fire ratings,the lightweight units provide an excellent alternative and greater flexibility for the designer, themason, and the building owner alike.

Thank you for considering the use of masonry in your next project!

www.oldcastlekeyaccounts.com

www.concreteblockcentral.com

INDEXComparable Wall Cost . . . . . . . . . . . . . . . . . . . . . . . . . .4

Wall Cost Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6

4” Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7-8

6” Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8

8” Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9-11

10” Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11

12” Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12-14

16” Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15

Insulated Walls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15

Sound Transmission Class . . . . . . . . . . . . . . . . . . . . . .15

Glass Block . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16-17

Masonry Information . . . . . . . . . . . . . . . . . . . . . . . . . .18

Fire Ratings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18

Lightweight Concrete Masonry Units . . . . . . . . . . . . . . .19

Masonry Specification Notes . . . . . . . . . . . . . . . . . . . .20

Nomenclature and Definitions . . . . . . . . . . . . . . . . . . . .21

Conversion Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . .22

3

Mason Contractors Association

MASONRY WALL COST GUIDE

2 0 0 1a

Comparable Wall CostASSUMPTIONS:The square foot costs represented here are based upon the following assumptions:a. Iabor cost as of January 1, 2000b. material cost as of January 1, 2000c. unit masonry costs as shown

Wall EconomicsFor far too many years this question has been asked, and the answer has served as a basis for selecting masonry

walls. Whether being answered by a mason contractor or material supplier, the “old standard” per thousand price is nolonger appropriate. Certainly, as the rest of the construction industry has found, it is appropriate to think of masonry wallsin terms of COST PER SQUARE FOOT.

In this day of “industrialized systems,’’ “packaged systems,” “panelized systems,” and a maze of other “wonder methods” of construction, those who would design or build are being fed a neverending supply of claims and counter-claims that result in confusion, or many questions at best.

Today’s designer is faced with an increasingly more difficult job of evaluating and sitting through these “wonder systems” and rightfully adopting or utilizing those with merit. The proficiency of the evaluator is based upon his ability toproperly compare what is available. This being completed, the final selection becomes rather academic .

There are three basic factors necessary to achieve successful construction; namely, aesthetics, engineering, and economics. We recognize the professional approach to aesthetics by the architect, and engineering as a well-document-edscience in most instances; however, economics remain rather difficult and often frustrating to evaluate. Let us look furtherinto this subject. From the publication “Brick the Competitive Edge” by the Brick Institute of America, the following factors

should be considered to arrive at a fair economic evalu-ation:VALUE OF MONEY

This is another way of saying interest rate. To evalu-ate total wall costs, one must consider total initial costsplus “present worth” of all future costs. To know interestrates and future payment schedules enables one tocompute present values of future costs.

DEPRECIATIONThis is of particular importance to taxable organiza-

tions, allowing them to recover a large portion of initialcosts. It is usually computed on a straight-line basisandis influenced by time, nature of materials, and obsoles-cence.

PRICE INCREASESToday we can assume that prices will continue to

rise. The weighted average increase of building costssince 1939 until now is .105 per year. Not to consider this factor when evaluating walls with maintenance andoperational expenses involved, results in bias towardthese walls.

INCOME TAXESMay have an influence on wall selection. Since oper-

ational expenses can be charged off for tax purposes,walls with low initial cost and higher operational costsmay be justified. This is not true, of course, for tax-exempt organizations (building schools, churches, andthe like). Careful study should be given to this matter.

INITIAL CONSTRUCTION COSTSUsually a representative cost can be developed from

various cost references such as this guide. It is impor-tant, however, that the developer or investor not act asthe architect or engineer. The only method of determin-ing final costs is by competitive bidding from finishedworking drawings. The wall costs presented in thisguideare appropriate for masonry work in the AkronMetropolitan area.

COST OF SUPPORTING WALLSOn extremely tall structures, the cost of supporting

non load-bearing panel or curtain walls must becharged to the initial wall cost. The heavier the wall, thegreater the foundation requirement. In load-bearingbuildings, the use of bearing walls eliminates structuralframe costs; therefore, in comparison, walls utilizingstructural frames should be charged with frame costs.

SPACE OCCUPIED BY THE WALLSThis is of particular importance in rental properties or

structures of limited space. Not all structures, of course,are concerned with this limited space factor.

SPEED OF ERECTIONThis consideration may provide savings of initial con-

struction costs as well as a faster return on investmentsfor the owner. There are signs that prefabrication mayprovide an additional dividend, particularly on-site pre-fabrication of masonry walls. It must be kept in mind,however, that design and preparation time numst beadded into erection time. 4

AIR-CONDITIONING COSTSIn evaluating types of walls, this can be one of the

most significant considerations. Exterior wall colors,weight, and transparency affect how much heat isgained. Lower costs favor heavier opaque walls and may vary from about 50 cents per square foot up to$12.00 or more in transparent walls.

HEATING COSTSCertainly an important consideration affected by the

heat transmission qualities of the walls. Costs of heat-ing structures of insulated walls may be up to ten timesless than those of uninsulated transparent walls.

MAINTENANCE EXPENDITURESOf major importance are those costs which include

painting, cleaning, caulking, and pointing. Since these are primarily labor costs, they become very significant.Consider;n The cost of window cleaning. This must be done

every three months. Add to this the cost of maintain-ing drapes or blinds.

n Metal skin buildings must be washed about everyeight years.

n Masonry is usually cleaned by sand blasting every35 years.

n Caulking for windows or panels at eight-year inter-vals.

n Tuck-pointing masonry at 35 year intervals.

ILLUMINATION COSTSSince most buildings utilize artificial lighting, very lit-

tle if any savings are effected through glass utilization .

SALVAGE VALUESOf some consequence are metal panels that offer

salvage values as opposed to completely depreciatedwalls of other materials, particularly at a normal 50-year life.

INSURANCE RATESRates are based upon type of structure, occupancy,

degree of exposure, and fire protection provided. Costsvary greatly between masonry walls and other materialsand become significant on larger structures.

REAL ESTATE TAXESReal estate values usually decline as a building

matures, but real estate rates generally rise. These fac-tors tend to nullify each other. It is wise to consult alocal taxing agency and to remember the higher the ini-tial cost, the higher the taxes.

Contemporary Design CriteriaFire Ratings

Building codes are quite specific in the degree of fire protection required in various areas of buildings. This protec-tion is derived from the fire resistance of walls, partitions, and floors and is measured according to the Standard Methodsof Fire Tests of Building Construction and Materials, ASTM E-119. Tests are conducted at Underwriters Laboratory, theNational Bureau of Standards, or other recognized laboratories.

The ratings indicate a component’s ability to withstand controlled fire intensities for a time equal to or in excess of the rating. They are expressed in whole hour increments up to four hours, which is usually the maximum rating required by building codes.

The fire rating required for a building component becomes the function of design as well as the appropriate building code. Based upon actual experience, masonry walls have proven superior to other wall types when subjected to fire. Their excellent stability and load carrying capacity make them outstanding wall values. Refer to the chart on page 19 for current codes.

Sound Transmission ClassAlthough considerable attention is given to a wall’s ability to absorb or reflect sound, we find a greater concern for

the amount of sound passage through walls. We identify the rating of the ability to resist passage as the SoundTransmission Class. Briefly, the STC is a single number rating derived from the measured sound transmission loss of 16standard frequencies through a wall. The value is expressed in decibels. The chart found on page 18 further explains thisarea.

Heat Loss And Heat GainASHRAE Standard 90-90.2 “Energy Conservation in New Building Design” recommends thatin addition to the criteria set forth in the standard, a proposed design should consider thermal mass. In Section 4.4.3,Cooling Criteria, consideration is given to the mass of a wall when the formula given for compliance with the standard isapplied. However, no provisions are given for consideration of mass when checking for compliance of a wall or roof sys-tem in heating applications. The “M” factor is a simplified correction factor that is intended to be used when checkingwalls and roofs for compliance with the requirements of 90-90.2 in heating applications.

5

Wall Cost IndexCost

Description Page Fig. per Sq. Ft.

CONCRETE BLOCK4 x 8 x 16 Hollow 8 A $15.806 x 8 x 16 Hollow 8 C 6.208 x 8 x 16 Hollow 9 A 6.0010 x 8 x 16 Hollow 11 E 7.0012 x 8 x 16 Hollow 12 A 7.0016 x 8 x 16 Hollow 15 A 10.508 x 8 x 16 Rebar, grouted 10 E 9.5012 x 8 x 16 Rebar, grouted 13 D 11.2516 x 8 x 16 Rebar, grouted 15 B 15.83

FACE BRICKStandard Brick 7 A $14.75Utility Brick 7 B 11.508” Bed Utility Brick 8 x 4 x 16 10 B 12.504 x 4 x 16 Monarch Brick 7 C 11.25

CUSTOM CONCRETE UNITSGray Block

8 x 8 x 16 Scored 9 B 6.3012 x 8 x 16 Scored 12 B 7.30

Custom Colored, Smooth/Scored4 x 8 x 16 Burnished 7 F 10.508 x 8 x 16 Burnished 9 D 11.2512 x 8 x 16 Burnished 12 C 14.508 x 8 x 16 Custom Color(8 RSM/Scored) 9 C 8.9612 x 8 x 16 Custom Color(12RSM/Scored) 12 D 12.068 x 4 x 16 Custom Color(8WSM) 10 D 13.1312 x 4 x 16 Custom Color(12WSM) 13 C 14.89

Split Veneer4 x 8 x 16 Fluted (4F4 or 4F8) 8 B 11.75

Split Through the Wall8 x 8 x 16 Hollow (8R) 9 E 10.808 x 8 x 16 Hollow (8R Lightweight Colored) 9 E 9.6812 x 8 x 16 Hollow (12R) 12 E 12.2812 x 8 x 16 Hollow (12R Lightweight Plain) 12 E 10.708 x 4 x 16 (8W) 10 C 13.5012 x 4 x 16 (12W) 13 B 16.398 x 8 x 16 Hollow (8R1S1F) 9 F 11.6412 x 8 x 16 Hollow Split Scored(12R1S1F) 12 F 13.688 x 8 x 16 Fluted (8F4 or 8F8) 10 A 13.5012 x 8 x 16 Fluted (12F4 or 12F8) 13 A 17.27

CostDescription Page Fig. per Sq. Ft.

GLAZED TILE6T-4” Tile 7 D 18.508W-4” Tile 7 E 17.80

COMBINATION WALLS4” Standard Brick/4” Hollow Block 10 F 19.924” Standard Brick/8” Hollow Block 13 E 19.50Utility Brick/8” Hollow Block 13 F 18.2516U Splitface/4” Hollow Block 11 A 15.9116U Splitface/8” Hollow Block 14 A 16.0716RU Splitface/8” Hollow Block 14 B 14.5116RSM/Scored/8” Hollow Block 14 C 13.426T-4” tile/6T-2” Tile 8 D 38.506T-4” tile/8” Hollow Block 14 D 30.238W-4” tile/8W-2” Tile 8 E 31.108W-4” tile/4” Hollow Block 11 D 23.288W-4” tile/8” Hollow Block 14 E 23.454F4 or 4F8 Fluted/8” Hollow Block 14 F 17.29

GLASS BLOCK, 4” Standard6 x 6 x 4 Glass Block 16 C 29.756 x 8 x 4 Glass Block 16 D 30.304 x 8 x 4 Glass Block 16 E 32.258 x 8 x 4 Glass Block 16 B 26.1012 x 12 x 4 Glass Block 16 A 25.50Radius Glass Block 17 A 32.90Corner Glass Block 17 B,C 32.90Finishing Glass Block Unit, 1 Side 17 D,E 32.90Finishing Glass Block Unit, 2 Side 17 F 38.303 x 8 x 3 Solid Security Glass Block 89.158 x 8 x 3 Solid Security Glass Block 74.60Solid Glass Block Corners 82.20Solar Reflective Glass Block, 1 Side 45.03

(8 x 8 x 4 only)

6

4" WallsStandard Brick Fig. A

$14.75Cost per sq. ft.

4x4x16 Monarch Brick Fig. C


6T-4" Glazed Tile Fig. D


Utility Brick 4x4x12 Fig. B


7


8W-4" Glazed Tile Fig. E 4" Burnished (4x8x16) Fig. F


Shown 1 Score

4" Flute (4F4 or 4F8) Fig. B4" Hollow Block (4x8x16) Fig. A

6" Walls6" Hollow Block (6x8x16) Fig. C


6T-4" Glazed Tile/6T-2" Glazed Tile Fig. D

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8W-4" Glazed Tile/8W-2" Glazed Tile Fig. E




8" Walls

9


8" Hollow Block (8x8x16) Fig. A


8" Scored (8x8x16) Normal Grey Mix Fig. B

8 RSM/Scored Fig. C(8x8x16) Custom Color)

Shown 3 Score

Shown 3 Score


8" Burnished (8x8x16) Fig. D

Shown 1 Score

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8R (8x8x16) Split Face Fig. E

LightweightColored$9.68

Cost per sq. ft.

Standard$10.80

Cost per sq. ft.

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8R1S1F (8x8x16 Split/Scored) Fig. F

Shown 1 Score


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8" Fluted (8F4 or 8F8) Fig. A


8" Bed Utility Brick 8x4x16 Fig. B

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8W (8x4x16) Split Face Fig. C


8WSM (8x4x16 Custom Color) Fig. D


8" Rebar, Grouted (8x8x16) Fig. E

Shown 8F8

10


4" Standard Brick/4" Hollow Block Fig. F

11

16U Splitface/4" Hollow Block Fig. A


16RSM/Scored/4" Hollow Block Fig. B

Shown 3 Score


6T-4" Tile/4" Hollow Block Fig. C


8W-4" Tile/4" Hollow Block Fig. D


4" Standard Brick/6" Hollow Block Fig. F

10" Walls10" Hollow Block (10x8x16) Fig. E


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12” Walls

12




12" Scored (12x8x16) Normal Grey Mix Fig. B

12" Burnished (12x8x16) Fig. C 12 RSM Scored Fig. D(12x8x16 Custom Color)

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12R1S1F (12x8x16) Fig. FSplit Face, Scored

Shown 1 Score

Shown 1 Score Shown 3 Score

Shown 3 Score

Standard$12.28

Cost per sq. ft.

LightweightPlain




13

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12W (12x4x16) Split Face Fig. B

12WSM (12x4x16 Custom Color) Fig. C 12" Rebar, Grouted (12x8x16) Fig. D


4" Standard Brick/8" Hollow Block Fig. E


Utility Brick/8" Hollow Block Fig. F

Shown 12F4



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16RU Splitface/8" Hollow Block Fig. B

16RSM/Scored/8" Hollow Block Fig. C 6T-4" Tile/8" Hollow Block Fig. D


8W-4" Tile/8" Hollow Block Fig. E

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4F4 or 4F8 Fluted/8" Hollow Block Fig. F

Shown 4F4


$13.42Cost per sq. ft.Shown 3 Score

15

16" Walls

Insulated Walls

Sound Transmission Class




16" Rebar, Grouted (16x8x16) Fig. B

”U” FACTORS AND COSTS RESULTING FROM THE COMBI-

NATION OF MASONRY AND INSU-LATION

Sound Transmission Class describes the abilityof a wall to stop the transmission of sound fromone of its sides to the other, expressed in deci-bels. The followning chart depicts the variousSTC achieved using concrete masonry walls.

1 Piece Unit

HOLLOWLIGHTWEIGHT BLOCK 8" 12"

INSULATION MATERIAL U *COST U *COST

UNINSULATED .35 — .300 —

Vermiculite filled cores .15 $1.70 .110 $0.96

1" Polystyrene board .17 $1.50 .160 $0.50

2" Polystyrene board .10 $1.00 .090 $1.00

Foam filled .13 $1.70 .095 $0.96

* Cost per square foot for insulation installed, add to previous wallcosts.

• Values for hollow units are calculated data based upon products ofone manufacturer. These values will vary with core size and brickdensity.

• Water-repellent loose fill insulation.

15 20 25 30 35 40 45 50 55WALL WEIGHT IN POUNDS PER SQUARE FOOT

60

50

40

30

20

ESTI

MA

TED

STC

. DEC

IBEL

S

4" PARTITIONS

6" WALLS

8" WALLS

COMPOSITE,CAVITY, AND OTHER

MORE MASSIVE WALLS

SURFACE SEALED WITH PAINT OR PLASTER

WALL SURFACE NOT PAINTED OR PLASTERED

ESTIMATE STC OF CONCRETE MASONRY WALLS

4” Glass Block

16


12x12x4 Glass Block Fig. A


8x8x4 Glass Block Fig. B

6x6x4 Glass Block Fig. C 6x8x4 Glass Block Fig. D


4x8x4 Glass Block Fig. E



Glass Block Details

17


Radius Glass BlockFig. A


90o Corner Glass BlockFig. B


45o Corner Glass BlockFig. C


One-Sided FinishingUnit, 3 1/8” thickFig. D


One-Sided Glass BlockFinishing UnitFig. E


Two-Sided Glass BlockFinishing UnitFig. F

Portland Cement Lime Sand

1 part 1/2 part 4 parts

1.0 cubic foot 0.5 cubic foot 4.0 cubic feet(1 bag/94 lbs) (20 lbs) (320 lbs)

Block Sizes (Nominal) 6” 8” 12” 4” x 8” 6” x 8”

Number of Block 400 225 100 450 300

NumberInside of Joint Thickness

Block Radius, Blocks in InchesSize Inches in 90o Arc Inside Outside

4” x 8” 32 13 1/85/8

6” x 6” 48 1/2 13 1/85/8

8” x 8” 65 13 1/85/8

12” x 12” 98 1/2 13 1/85/8

Mortar Mix and Estimating Tables

Number of Block for 100 sq.ft. Panel

Inside Radius Minimumsfor Curved Panel Construction

NOTES:1. It is suggested that curved areas be separated from flat areasby intermediate expansion joints and supports, as indicated inthese drawings.2. When, straight, ladder-type reinforcing is used on curved walls,the innermost parallel wire may be cut periodically and bent toaccommodate the curvature of the wall.

Fire Rating

Masonry Information

18

BOCA BASIC/NATIONAL BUILDING CODEBuilding Officials Conference of America, Inc.1994 Supplement

Recommended Analytical Methods for Concrete Masonry4.5 Calculation method: The fire resistance of concrete masonryassemblies shall be determined in accordance with therequirements of the following provisions.4.6 Equivalent thickness4.6.1 Ungrouted or partially grouted construction: The equivalentthickness of concrete masonry assemblies, Tea, shall be theequivalent thickness of the concrete masonry unit, Te, determinedin accordance with ASTM C 140, “Standard Methods of Samplingand Testing Concrete Masonry Units,” plus the equivalentthickness of finishes, Tef, (see 4.6.3, Finishes).

Tea = Te + Tef

4.6.2 Solid grouted construction: The equivalent thickness, Te, orconcrete masonry units which are solidly grouted shall be takenas the specified thickness of the unit.4.6.4 Filling cells with loose fill material: The equivalent thicknessof concrete masonry units filled with loose fill materials complyingwith the following requirements shall be taken as the specifiedthickness.Loose fill material placed in the cells of hollow masonry units toincrease the fireresistance rating of the assembly shall be sand,pea gravel, crushed stone, or slag (ASTM C33, “Specification forConcrete Aggregates”); pumice, scoria, expanded fly ash, cinders(ASTM C331, “Specification for Lightweight Aggregates forConcrete Masonry Units,” ASTM C332, “Specification forLightweight Aggregates for insulating Concrete”): or perlite (ASTMC549, “Standard Specification for Perlite Loose Fill Insulation) orvermiculite (ASTM C516, “Standard Specification for VermiculiteLoose Fill Thermal Insulation”).

TABLE 4.7.1Fireresistance Rating of Concrete Masonry Assembliesc

Minimum required equivalent thickness of the concrete masonry assemblya(inches

Fireresistance rating (hours)4 3 2 1 1 .75 .50

Calcareous or siliceous gravel 6.2 5.3 4.2 3.6 2.8 2.4 2.0Limestone cinders or slag 5.9 5.0 4.0 3.4 2.7 2.3 1.9Expanded clay shale or slate 5.1 4.4 3.6 3.3 2.6 2.2 1.8Expanded slag or pumice 4.7 4.0 3.2 2.7 2.1 1.9 1.5

Note a. Fireresistance rating between the hourly fireresistancerating periods listed shall be determined by linear interpolationbased on the equivalent thickness value of the concrete masonryassembly.Note b. Minimum required equivalent thickness corresponding tothe hourly fireresistance rating for units made with a combinationof aggregates shall be determined by linear interpolation basedon the percent by volume of each aggregate used in themanufacture.Note c. 1 inch = 25.4 mm.• Due to the complexity of equivalent thickness measurements

and different weight classifications of block available, weencourage you to call a masonry supply dealer or manufacturerto obtain the current fire rating.

MASONRY INFORMATIONApproximate quantities of mortar required for laying 1000 bricks.

1:3 Mix by VolumeJoint 4” Wall 8” Wall 12” Wall 16” Wall3/8” 2.9 3.9 4 3 4.51/2” 3.9 5.0 5.4 5.65/8” 4.9 6.1 6.5 6.7

Approximate quantities of mortar and sand required for laying 1000 concrete blocks3/8” Joints 1:3 mix by Volume’

(Face Shell Mortar Bed)Wall Cu. Ft.

Block Size Thickness Mortar Sacks Mortar Tons Sand4 x 8 x 16” 4 75 25 38 x 5 x 12” 8 75 25 38 x 8 x 16” 8 75 25 38 x 12 x 16” 12 75 25 3

*10% allowance made for waste. All joints are full bed mortar.

Aggregate type in the concrete masonry unitb

19

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12R (12x8x16)

Lightweight, high-performance concrete masonry units made withexpanded shale, clay and slate (also known by the trade name Haydite), areup to 40% lighter than traditional masonry units. This lighter weight results inincreased mason productivity, lower construction costs and reduced injuries.Lightweight units also provide superior insulation by combining high R-valueswith thermal mass and low thermal bridging. In addition, they offer superiorfire resistance, effective sound absorption, excellent seismic performance, lowshrinkage and high strain capacity. Lightweight units give designers andbuilders greater flexibility in creating solutions to meet the challenges of deadload, terrain, seismic conditions, construction schedules and budgets.

Haydite is a unique, ceramic lightweight aggregate prepared by expand-ing select minerals in a rotary kiln at temperatures over 1000°C. The produc-tion and raw material selection processes are strictly controlled to insure auniform, high-quality product that is structurally strong, stable, durable andinert, yet also lightweight and insulative.

Lightweight concrete masonry units provide:

Save TimeLightweight concrete masonry

units increase mason productivity from 20% to 65%, depending on the size of the block. Because thegreatest cost factor in a masonry wall is labor, increased productivityproduces a considerable savings.This makes the lightweight concretemasonry wall cost competitive withany other wall system.

Save EnergyLightweight concrete

masonry walls offersuperior energy efficien-cy by combining high R-values, thermal massand low thermal bridg-ing. In fact, lightweightblock walls with hollowcores (no insulation)have higher R-valuesthan heavy weight blockwith core insert insula-tion.

Save MoneyLightweight concrete masonry is one of thesmartest wall systems available. It providesstructural integrity, striking beauty and energyefficiency all in one. Following are the current wallcost figures for comparison:

Item Stain Sealant* S.F. Unit TOTALTraditional 8R $10.38Lightweight 8R .85 17.33 8.18Colored Lightweight 8R .50 19.30 9.80

Traditional 12R 11.80Lightweight 12R .85 19.30 10.15Colored Lightweight 12R .50 10.54 11.04*Call one of the MCAA member/dealers for more information.

Mason Productivity Graph

Traditional 8x8x16 Concrete Block

Lightweight 8x8x16 Concrete Block

Lightweight 8x8x24 Concrete Block

20% increase inproductivity

65% increase in productivity

Note: The chart to the right wasdeveloped by using the latest ver-sion of ASHRAE’s building energyconservation standardASHRAE/IES 90.1-1989. Standard90.1 looks at the performance ofmany building characteristics (wallthermal mass, thermal bridgingand insulation position) rather thanconcentrating strictly on wall R-values

Lightweight Concrete Masonry Units

• Lower wall costs with superiorquality

• Faster productivity and fewerinjuries

• Greater value• Better fire ratings• Unparalleled stability• Superior insulation• Lower heating/cooling costs

• Low shrinkage• High strain capacity• Effective sound absorption and

transmission• Exceptional freeze-thaw durability• Excellent seismic performance• Exceeds all building code

requirements

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8R (8x8x16)

0 10 20 30 40 50 60 70 80

45.5

45.8

46.7

51.8

62.6

64.2

70.8

WALL BTU LOADS (Thousands)

Energy Loss ComparisonTypical Midwest Apartment Building

12" Lightweight 90#/cf concretemasonry with perlite insulation

Metal stud walls with 1" ext. rigidinsulation and R-19 batt insulation

12" traditional 135#/cf concretemasonry with perlite insulation

Metal stud wall 16 O.C. with brickface and R-19 batt insulation

12" lightweight 90#/cf concrete masonrywith no added insulation

12" traditional 135#/cf concrete masonry with2" core insert insulation

12" traditional 135#/cfwith no insulation

20

Masonry Specification NotesASTM C-90-96 Hollow load bearing units. Does not specify aggregate,

ASTM C-55 Concrete building brick.

ASTM C-145 Solid load bearing units—units with 75% or more of gross area. 2 grades: N-1 1800 PSI, S-1 1200 PSI, average on gross area. Does not specifyaggregate.

ASTM C-33 Sand and gravel aggregates. ASTM C-331. . Expanded shale aggregate.

ASTM C-476 Mortar and Grout for reinforced masonry.

ASTM C-270 Mortar for Unit Masonry. Covers 5 grades of mixed mortar. The 3 gradesmost commonly used are:

N-750 PSI Standard mortar most commonly used.S-1800 PSI Extra strength mortar required for bearing.M-2500 PSI High strength mortar—used with high strength masonry units.

ASTM C-216 Refers to specifications for face brick which are solid masonry units 75%solid or more. If brick are to be 100% solid, this should be defined by thespecifier.

Grades SW-Severe Weather MW-Moderate Weather NW-No Weather Type FBS-Rough-Wide color range Type FBS-Smooth-Wide color range Type FBX-Very close color and tolerances Type FBA-Covers specifications that are determined by the Architect anddiffer from standards for above groups.

ASTM C-652 Refers to specifications for Hollow Clay masonry units of less than 60% solidbearing surface. Any special coring should be indicated by the specifier orthe coring will be at the discretion of the manufacturer.

Grades SW-Severe Weather MW-Moderate Weather Type HBS-Wide colorrange and texture Type HBX-Narrow color range and tolerance Type HBA-Covers specifications that are determined by the Architect and differ fromstandards for above groups. Type HBB-Where color and texture are not aconsideration.

The desired size should be referred to by specific dimensions, i.e., depth,height, and length, rather than by using generic terms. The general colorrange and texture of the brick should be indicated in the specifications; thiscan affect the labor costs.

If a specific brick is not specified, an allowance should be written in thespecifications so that all of the contractors will be bidding on an equal basis.

ASTM C-902 Pedestrian and light traffic paving brick.

21

HOLLOW BRICK: ............................................... One whose net cross-sectional area in any plane parallel tothe bearing surface is less than 75% of the gross area .

SOLID BRICK: .................................................... One whose net cross-sectional area in any plane parallel tothe bearing surface is 75% or more of the gross area.

STANDARD BRICK: ........................................... Brick whose Actual dimensions are 3-3/4” x 2-1/4” x 8”.

MODULAR BRICK:............................................. Brick whose nominal dimensions are based on the 4” module.

HOLLOW CONCRETE MASONRY UNIT: ........ A masonry unit whose net cross-sectional area in any planeparallel to the bearing surface is less than 75% of the grossarea.

SOLID CONCRETE MASONRY UNIT: ............. A masonry unit whose net cross-sectional area in any planeparallel to the bearing surface is 75% or more of the grossarea.

GROSS AREA: ................................................... Width times length of unit in the bearing plane.

NET AREA: ......................................................... Gross area times % Solid.Example:8” x 8” x 16”:................................................................53% SolidGross Area = 7-5/8” x 15-518” = 119.14 square inchesNet Area = 7-5/8” x 15-5/8” x .53 = 63.14 square inches

CAVITY WALL:.................................................... A wall built of masonry units arranged to provide a continuousair space between facing and backing wythes and connectedwith rigid metal ties.

COMPOSITE WALL: .......................................... A multiple wythe wall in which at least one of the wythes isdissimilar to the other wythe or wythes with respect to type orgrade of masonry unit or mortar.

WYTHE: .............................................................. Each continuous vertical section of masonry one unit inthickness.

REINFORCED MASONRY: ............................... Masonry units, reinforced with steel, grout and/or mortar,combined together to resist forces.

EQUIVALENT THICKNESS: .............................. Average thickness of solid material in wall or partition.

M FACTOR: ........................................................ Heat transfer calculations accounting for thermal storage dueto mass.

R VALUE............................................................. The amount of resistance to heat flow between the warm sideand the cold side of a building section.

U FACTOR:......................................................... The calculated thermal conductance between the warm sideand the cold side of a building section, (expressed in BTU’s).

SOUND TRANSMISSION CLASS:.................... The ability of a wall to stop the transmission of sound fromone of its sides to the other, expressed in decibels.

Nomenclature & Definitions

22

Conversion Tables

Displacement No. Units Sq. Ft. Wall Cu. Ft. Mortar Cu. Ft. MortarUnit and Size of 1,000 Per Per Per Sq. Ft. Per

HEIGHT/LENGTH/BED Standard Sq. Ft. 1000 Units Wall 1000 Units

STANDARD2-114 x 8 x 3-314 1,000 6.55 152.67 0566 8.641

JUMBO STANDARD2-314 x 8 x 3-314 840 5.50 181.75 .0498 9.051

UTILITY STANDARD3-518 x 7-518 x 3-518 687 4.50 222.22 .0412 9.155

HANDMADE COLONIAL2-518 x 8-518 x 3-314 814 5.33 187.50 .0505 9.469

ROMAN1-518 x 11-518 x 3-314 916 6.00 166.67 .0665 11.084

NORMAN2-114 x 11-518 x 3-314 698 4.57 218.80 .0530 11.597

JUMBO NORMAN2-314 x 11-518 x 3-314 586 3.84 260.40 .0461 12.004

UTILITY NORMAN3-518 x 11-518 x 3-518 458 3.00 333.33 .0369 12.290

SCR2-114 x 11-518 x 5-518 698a 4.57 218.80 .0795 17.394

NORMAN BONDER2-114 x 11-518 x 7-518 698b 4.57 218.80 .1076 23.570

J.N. BONDER2-314 x 11-518 x 7-518 586b 3.84 260.40 .0937 24.400

UTILITY THRU WALL3-518 x 11-518 x 7-518 458b 3.00 333.33 .0776 25.855

a-Nominal 6” Wall Thicknessb-Nominal 8” Wall Thickness

SERIES NO. NAME *NOMINAL SIZE *VERTICAL COURSING

S Standard 2-1/4 x 8 x 3-3/4 3 Courses to 8”

J Jumbo 2-3/4 x 8 x 3-3/4 5 Courses to 16”

R Roman 1-5/8 x 12 x 3-3/4 4 Courses to 8”

6S Norman 2-1/2 x 1 2 x 3-3/4 3 Courses to 8”

6J Norman Jumbo 2-3/4 x 12 x 3-5/8 5 Courses to 16”

4P Utility Standard 3-5/8 x 8 x 3-5/8 2 Courses to 8”

6P Utility Norman 3-5/8 x 12 x 3-5/8 2 Courses to 8”

NOTES: *Coursing equal bricks and mortar joints to reach a given module.*Actual size of bricks can vary slightly by manufacturer.

BASED ON BRICK PLUS 3/8" MORTAR JOINT AND NO WASTE ALLOWANCE

Membership

Akron Brick and Block3225 Mogadore Road

Akron, OH 44312TELEPHONE: (330) 628-2603

FAX: (330) 628-4467

Benner Masonry ContractorsP O Box 17

Mantua, OH 44255TELEPHONE: (330) 274-3148

FAX: (330) 274-0053

J. Berringer Construction Company

1300 Valley DriveAkron, OH 44312

TELEPHONE: (330) 784-5173

The Henry Bierce Company50 Southeast AvenueTallmadge, OH 44278

TELEPHONE: (330) 633-3282FAX: (330) 633-3298

Coon Caulking & Sealants, Inc.

7349 Ravenna N E.Louisville, OH 44641

TELEPHONE: (330) 875-2100FAX: (330) 875-1721

Crowe Construction7011 Red Brush RoadRavenna, OH 44266

TELEPHONE: (330) 297-2280FAX: (330) 297-7709

DH&L, Inc.125 State Street

Wadsworth, OH 44281TELEPHONE: (330) 335-1506

FAX: (330) 334-5058

Duer Construction Company1016 Morse StreetAkron, OH 44320

TELEPHONE: (330) 848-9930FAX: (216) 848-9931

ESSROCSecond Street

Bessemer, PA 16112TELEPHONE: (412) 667-7702

FAX: (412) 667-1067

FB&S Masonry, Inc.748 McCauley Road

Stow, OH 44224TELEPHONE: (330) 688-7478

FAX: (330) 688-2399

Foamtech, Inc.P O Box 45

Rootstown, OH 44272TELEPHONE: (330) 325-7500

FAX: (330) 325-8177

Geis Construction Company10020 Aurora-Hudson RoadStreetsboro, OH 44241-1621

TELEPHONE: (330) 528-3500FAX: (330) 528-0008

Hathaway Construction1008 Hartville RoadHartville, OH 44632

TELEPHONE: (330) 699-3980FAX: (330) 877-4438

Hercules,Mason Contractor, Inc.

1715 West Comet RoadClinton, OH 44216

TELEPHONE: (330) 882-3875FAX: (330) 882-3227

Holnam, Inc.4211 E Sprague

Seven Hills, OH 44131TELEPHONE: (216) 526-7338

FAX: (216) 524-9721

Hydraulic Press Brick Company

8900 Hemlock Road, Box 31330

Cleveland, OH 44131TELEPHONE: (216) 524-2950

FAX: (216) 524-4069

Johns-Eagon Company666 West Waterloo Road


FAX: (330) 745-4833

Warren G Jones Construction Company

327 Divot SpurAkron, OH 44319

TELEPHONE: (330) 896-0321FAX: (330) 896-0320

Thomas Kintz Construction956 S Main StreetAkron, OH 44311

TELEPHONE: (330) 374-9080FAX: (330) 374-9080

Koltcz Concrete Block Company

7660 Oak Leaf RoadOakwood Village, OH 44146-5554

TELEPHONE: (330) 232-3630FAX: (330) 232-4506

Koppes Clay Products Company4491 Blake RoadSeville, OH 44273

TELEPHONE: (330) 769-3415FAX: (330) 769-4996

LaFarge Corporation24500 Center Ridge Road

Westlake, OH 44145TELEPHONE: (216) 835-4045

FAX: (216) 835-5983

Lehigh Portland Cement Company

8425 Woodfield Crossing Blvd.,Ste 255

Indianapolis, IN 46266TELEPHONE: (317) 469-4660

FAX: (317) 469-4901

Leppo Inc176 West Avenue

Tallmadge, OH 44278-0154TELEPHONE: (330) 633-3978

FAX: (330) 633-5085

MedhurstMason Contractors, Inc.

17111 Munn RoadChagrin Falls, OH 44023

TELEPHONE: (440) 543-8885 FAX: (440) 543-5029

Medina Glass Block, Inc.1213 Medina RoadMedina, OH 44256

TELEPHONE: (330) 239-0239FAX: (216) 239-0230

Morgan Masonry, Inc.6294 Hanna Road

Ravenna, OH 44266TELEPHONE: (330) 296-2349

FAX: (330) 296-6533

MoserConstruction Company, Inc.

4332 Tallmadge Rd, Box 937Rootstown, OH 44272

TELEPHONE: (330) 325-1661FAX: (330) 325-0365

Pace Mason Contractors4437 Greenwich Road

Norton, OH 44203TELEPHONE: (330) 753-8329

FAX: (330) 753-8316

Dave Phillips Masonry1388 Housely Road

Stow, OH 44224TELEPHONE: (330) 688-4341

Reinbolt, Evans & Mann286 N. Cleveland-Massillon Rd


FAX: (330) 666-8812

Shrock Masonry Construction11039 East Lincolnway

Orrville, OH 44667TELEPHONE: (330) 682-5850

FAX: (330) 682-5850

Smith & Gough Construction6129 Tallmadge RoadRootstown, OH 44272

TELEPHONE: (330) 325-2298FAX: (330) 325-2298

Southdown, Inc.33008 Monticello Blvd.

Cleveland Heights, OH 44118TELEPHONE: (216) 271-4000

FAX: (216) 371-2912

Stow Masonry Construction, Inc.3678 Elm RoadStow, OH 44224

TELEPHONE: (330) 688-9355FAX: (330) 688-2901

W L Tucker Supply Company2800 Second Street

Cuyahoga Falls, OH 44221TELEPHONE: (330) 928-2155

FAX: (330) 928-3688

WACO Equipment Company955 Evans Avenue Akron, OH 44305

TELEPHONE: (330) 633-0417FAX: (216) 633-1168

George Wischt & SonsConstruction

3800 Ranfield RoadKent, OH 44240

TELEPHONE: (330) 678-7881FAX: (330) 678-7881

Mr Rich Nagy, InstructorMaplewood AreaCareer Center

7075 State Route 88Revenna, OH 44266

TELEPHONE: (330) 296-2892FAX: (330) 295-5880

Mason Contractors Association

Documents

Wall Cost Guide