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SS9901-SP041205 __ FENIMORE-BLYTHE _ - Commercial Masonry SUBMITTALS DEFOREST LIFT STATION MASONRY 7 '7,:'?' 7,7....mazzataameriNvwzgamp'IN yY.L.-.:--1 ,:„ , 40 ...i., :•A A . r- V ,;- btpcios,,ed ss -o..e 71 f;: li ANCHORS 7' B. Pet,osc i: S'sstib.,iit ACCESSORIES C. Rejc2otero D 14. ;1 BRICK t . This review is fsr itesetai oortfeTrIence wt.', l.,1,-s a:ori ., '-• SpecificaSsns oty Ay ;:,etiurs frcrrt saritt., ,;ot ejr....,ttilv -.ti•i. BLOCK :4-. nuted ty',,re Preoar6t Have r!C!ttiee-t re,ieweci. tRetekw -; not constitute a cornpiote Ch),Icir Or deuVeC.1 dir',E/ISOr);; 3 f LIME Pt' count or serve to reliev: ttte PrQparer ::;if crrttractua; tespoitsIbitify fos any error y de.;,/:atii:-2.: ;rem sont-aci t..; PORTLAND -.::; reoUtrerncilts :1? ..:• .4 '..;AN FLR CONsTRUOT;ON V.: 4 '--1-: _i`(— Date 1.1 .. ci—0‘-/ t.. ,, r.).7 ) .:-:::,7!., 7)n :;-;r 771 Lj A).A.,::::',:Z l';:":•" r : -. ): : .',..H'').';)DRAWN G f... EFERENCt? NO 04-1-411-1 -00q/1 itt :r. , I '.''. ,... .'; Li :'J)AV,:l.,:'. ,'.:1,'"1.3 3.''.7...,,..5 2 A.: 7.,Ks 3,*I.V43trtiaff fitaMigraara& i f.11 -1•,-;!: it.r...-„itn:r;:. ;t.,,,.4. ti ev.':;f.t.i .,.:t•.;p.,,, >, . Y&:.14:71": CATE .4.?,44:7W______ " LB......_ Ci",..)tii...tri‘•::i • : ERS, INC. 2300 Higgins Lane • Fort Worth,Texas 76111 817/834-6301 • Metro 817/589-0977 • Fax 817/589-2052 ACME BUILDING BRANDS ACME BRICK COMPANY 2811 W 7TH STREET t p FT WORTH,TEXAS 76107 JlUGME ���� SIP ikine ft . TEXAS Wr �/ i Sea IK bndc`14d 9"5" v'"" MN QUARRIES FENIMORE-BLYTHE LTD 2300 HIGGINS LANE Ft WORTH,TEXAS 76111 SUBJECT: Deforest & Sandy Lake Lift Stations Dear Sirs, This is to inform you that the face brick selected for the above project does conform to ASTM C216-91 for Grade S.W. type F.B.S face brick. Sincerely, JOHN BRANDES Commerical Sales Acme Brick Company JB/djp Texas Building Products, Inc. Date: November 17, 2004 Reference Job Site: Deforest Lift Station Coppell, Texas Masonry Contractor: Fenimore&Blythe Fort Worth, Texas General Contractor: CHAN-FER Construction Company Dallas, Texas Texas Building Products, Inc., hereby certifies that all Concrete Masonry Units(CMU) supplied for the referenced project fully comply with one or more of the following ASTM or Federal designations: ASTM C-90-96A—Load Bearing CMU,Type T Products: Lightweight,Normal Weight, Medium Weight, Solid. Lightweight Concrete Masonry Units are made from expanded shale aggregates that have been tested and comply with ASTM C-331. Normal Weight CMUs are made from crushed limestone aggregates that comply with ASTM C-33. Solid CMU complies with ASTM C-33,ASTM C-331,or both. Randall L. Carter ejlteMA Director of Operations 3261 Highway 108 • Strawn, Texas 76475 • 254-672-5262 • Fax 254-672-5841 Fenimore Blythe Ltd 2300 Higgins Lane, Fort Worth TX 76111 Phone: 817-834-6301 Fax: 817-589-2052 DATE: 11/18/04 TO GC: Attn: Todd Hoff Can Fer Construction 11031 Grisson Lane Dallas TX 75229 RE: Mix Design For Masonry 2500 Grout PROJECT: DeForest Lift Station To Whom It May Concern: MIX DESIGN FOR MASONRY GROUT ASTM C 476—2500 PSI: FOR NINE(9) CUBIC FEET OF VOLUME CONCRETE MIXER One bag of portland adds 600 psi to a cubic yard of concrete. The number of bags in a nine cubic mix times three (3) equals the number of bags in a cubic yard, times 600 equals the psi. Example: ((1.4*3)*600)=2520 psi. Portland,Type I, ASTM C 150 in proportions of one cubic foot or one bag per cubic foot: 1.4 bags Remix Aggregate, ASTM C 404 is a combination of 3/8 pea gravel and masonry sand.works best in proportions of twelve (12)five gallon plastic buckets,four and one half times the amount of portland cement. The dimensions of a five-gallon bucket are: 10.125"dia. at the bottom & 11.125"dia. at the top & 14"deep. (((AVERAGE(10.125,11.125) *0.5)^2)*PI())*14)/1728 =0.7183433 cf per ea*12=8.6201198 cf. Thus, nine(9)cubic feet in volume. Potable Water, approximately 16 to 18 gallons mixed in a nine(9)cubic foot mechanical batch mixer for at least five (5) minutes to produce consistency and workability and the desired 8-10 inches of slump. Sincere 4 VA Alan Cook 0 cc: Job File RM File C:\My Documents\Excel\Master Masonry\Mix-Grt 2500 Copyright 2002 Ron Willis • en � more Bi th e Ltd 2300 Higgins Lane, Fort Worth TX 76111 Phone: 817-834-6301 Fax: 817-589-2052 DATE: 11/18/04 TO GC: Attn: Todd Hoff Can Fer Construction 11031 Grisson Lane Dallas TX 75229 RE: Mix Design For Masonry 3000 Grout Fill For CMU PROJECT: DeForest Lift Station To Whom It May Concern: MIX DESIGN FOR MASONRY GROUT ASTM C 476—3000 PSI: FOR NINE (9) CUBIC FEET OF VOLUME CONCRETE MIXER One bag of portland adds 600 psi to a cubic yard of concrete. The number of bags in a nine cubic mix times three (3) equals the number of bags in a cubic yard,times 600 equals the psi. Example: ((1.67*3)*600)=3006 psi. Portland,Type I,ASTM C 150 in proportions of one cubic foot or one bag per cubic foot: 1.67bags Remix Aggregate,ASTM C 404 is a combination of 3/8 pea gravel and masonry sand.works best in proportions of twelve(12)five gallon plastic buckets, four and one half times the amount of portland cement. The dimensions of a five-gallon bucket are: 10.125"dia. at the bottom & 11.125"dia. at the top & 14"deep. (((AVERAGE(10.125,11.125) *0.5)^2)*PI())*14)/1728 = 0.7183433 cf per ea*12=8.6201198 cf. Thus, nine(9)cubic feet in volume. Potable Water, approximately 16 to 18 gallons mixed in a nine (9)cubic foot mechanical batch mixer for at least five (5) minutes to produce consistency and workability and the desired 8-10 inches of slump. 1 Sincerely A2 { Alan Cook 0 cc: Job File RM File C:\My Documents\Excel\Master Masonry\Mix-Grt 3000 Copyright 2002 Ron Wills Fenimore Bi th e Ltd 2300 Higgins Lane, Fort Worth TX 76111 Phone: 817-834-6301 Fax: 817-589-2052 DATE: 11/18/04 TO GC: Attn:Todd Hoff Can Fer Construction 11031 Grisson Lane Dallas TX 75229 RE: Mix Design Type S Mortar PROJECT: DeForest Lift Station To Whom It May Concern: MIX DESIGN FOR TYPE "S" MORTAR ASTM C 270 -1800 PSI: FOR NINE(9) CUBIC FEET OF VOLUME MORTAR MIXER Portland or White Portland Cement, Type I, ASTM C 150 in proportions of one cubic foot or one bag per cubic foot: 2 bags Type S lime,ASTM C 207 or Easy Spred, in proportions of one half(1/2)to one (1)bag of portland as recommended by the manufacturer. 1 bag Color, in proportions as recommended by the manufacturer to achieve the desired color, typically one pound per one bag of portland cement, if required: 2 lbs. Waterproofing Additive, in proportions as recommended by the manufacturer and/or specified, typically one unit per one bag of portland cement, if required: 2 units Masonry Sand, ASTM C 144 works best in proportions of twelve (12)five gallon plastic buckets, three times the total cementitious materials (portland and lime combined). The dimensions of a five-gallon bucket are: 10.125"dia. at the bottom & 11.125"dia. at the top & 14"deep. (((AVERAGE(10.125,11.125)"0.5)^2)*PI())*14)/1728 =0.7183433 cf per ea*12=8.6201198 cf. Thus, nine (9)cubic feet in volume. Potable Water, approximately 20 to 22 gallons mixed in a nine (9)cubic foot mechanical batch mixer for at least five (5) minutes to produce consistency and workability in accordance with BIA M1-72. Sincerely, '1 I ftit X_____ Alan Cook 0 cc: Job File C:\My Documents\Excel\Master Masonry\Mix-S Copyright 2002 Ron Willis • en � more Bi th e Ltd 2300 Higgins Lane, Fort Worth TX 76111 Phone: 817-834-6301 Fax: 817-589-2052 DATE: 11/18/04 TO GC: Attn: Todd Hoff Can Fer Construction 11031 Grisson Lane Dallas TX 75229 RE: Mix Design Type N Mortar PROJECT: DeForest Lift Station To Whom It May Concern: MIX DESIGN FOR TYPE "N" MORTAR ASTM C 270-750 PSI: FOR NINE(9) CUBIC FEET OF VOLUME MORTAR MIXER Portland or White Portland Cement, Type I,ASTM C 150 in proportions of one cubic foot or one bag per cubic foot: 1.5 bags Type S lime,ASTM C 207 or Easy Spred, in proportions of one (1)to one(1) bag of portland as recommended by the manufacturer. 1.5 bags Color, in proportions as recommended by the manufacturer to achieve the desired color, typically one pound per one bag of portland cement, if required: 1.5 lbs. Waterproofing Additive, in proportions as recommended by the manufacturer and/or specified, typically one unit per one bag of portland cement, if required: 1.5 units Masonry Sand, ASTM C 144 works best in proportions of twelve(12)five gallon plastic buckets, three times the total cementitious materials (portland and lime combined). The dimensions of a five-gallon bucket are: 10.125"dia. at the bottom & 11.125"dia. at the top & 14"deep. (((AVERAGE(10.125,11.125)"0.5)^2)*PI())`14)/1728=0.7183433 cf per ea*12=8.6201198 cf. Thus, nine (9)cubic feet in volume. Potable Water, approximately 20 to 22 gallons mixed in a nine (9)cubic foot mechanical batch mixer for at least five (5) minutes to produce consistency and workability in accordance with BIA M1-72. Sincerely, ;(/1 Alan Cook 0 cc: Job File C:\My Documents\Excel\Master Masonry\Mix-N Copyright 2002 Ron Willis 1STYROFOAM Extruded Polystyrene Insulation Products a ro v d 'c o F I �- .co it a,�,. o I �-a Physical Properties 4 ,v c°'O 4- $-F o` c4 c°Q F <.E s I yj(((( ASTM METHOD C 518 D 162 C 203 C.272 E 96 D 2126 E 84 E 84 o CAVITYMATE 5.0 15 40 0.1 1.1 2.0 3.5 X 165 5 165 16 96 1,1.5, CAVITYMATE SC 5.0 16 40 0.1 1.1 2.0 3:5 X 165 . 5 165 48 96 1,1.5,2 CAVITYMATE Plus 5.0 25 50 0.1 1.1 2.0 3.5 IV 165 5 165 16 96 1.5,2 ' ' 'CAVITYMATE Ultra 5.6 25 50 0.1 1.1 2.0 3.5 IV 165 10 160 16 96 1.75,2.125 DECKMATE 5.0 18 40 0.1 <1.0 2.0 3.5 X 165 5 165 24 96 2,3,4 ea-c2A Pat 5PEZ O'-tie -2.1! - i{". 48 96 2,2.5,3,4 DECKMATE Plus 5.0 25 50 0.1 <1.0 2.0 3.5 IV 165 5 165 24 96 2,3,4 48 96 2,2.5,4 FREEZERMATE 5.0 30 50 0.1 0.8 2.0 3.5 IV 165 5 165 24 96 2,3 48 96 3 PERIMATE 5.013 - 30 50 1.0 1.1 2.0 3.5 IV 165. 5 '.165 24 96 1.5,2.125 PLAZAMATE 5.0 60 75 0.1 0.8 2.0 3.5 VII 165 5 165 24 96 1.5,2,3 RECOVERMATE CR 1.403 15 - 2.0'°' 1.8 <0.5 3.5 165 '10 165 48 600 0.375 ROOFMATE 5.0 40 60 0.1 <1.0 2.0 3.5 VI 165 5 165 24 96 1,1.5,2,2.5,3,3.5,4 1 i y Ribbed ROOFMATE 5.0" 600"" - 0.1 0.8 2.0 3.5 VI 165 5 _165 24. 96 2 \�' Z-MATE 5.0 15 40 0.1 1.1 2.0 3.5 X 165 5 165 24 96 1.5,2 DOW Protection Board III 1.001 8 - 0.2 0.801 - - 165 10 165 - 48 600 0.25 Highload 40 5.0 40 60 0.1 <1.0 2.0 3.5 VI 165 15 165 24 96 2,3 48 96 2 i Highload 60, 5.0 60 75 0.1 as 2.0 as VII 165 15 165 24 96 2,3 Highload 100 5.0 100 100 0.1 0.8 2.0 3.5 V 165 15 165 24 96 2 Scoreboard" - 5.0 25 50 0.1 1.1 2.0 3.5 IV - 165 5 165 48 96 0.75,1,1.5,2,2.5,3 Square Edge' 5.0 25 50 0.1 1.1 2.0 3.5 IV 165 5 165 24 96 0.75,1,1.5,2,2.5,3,4 48 96 0.75,1,1.5,2,2.5,3 Tongue and Groove 5.0 25 50 0.1 1.1 2.0 3.5 IV 165 5 165 24 96 0.75,1,1.5,2 48 96 0.75,1,1.5,2 NOTES: 1.Values are consistent with the criteria of ASTM C 578 static loads,3-1 is suggested.For dynamic loads, 9.If using these products for Z-furring applications, and the requirements of the FTC R-value rule(16 CFR Part 5-1 is suggested. please contact your local Dow sales representative for 460).A 15-year limited thermal warranty is available. 4.Water vapor permeance varies with product type and exact product sizes. 2.R means resistance to heat flow.The higher the thickness.Values are based on the desiccant method, 10.Water absorption per ASTM D 2842. R-value,the greater the insulating power.R-values are and they apply to insulation 1"in thickness.Thicker 11.R-value is 10.0 for nominal 2"thickness and 15.0 expressed in°Ffl h/Btu.Ask your seller for the fact products have lower permeance. for nominal 3"thickness. sheet on R-value. 5.Former Federal Specification HH-I-524C was cancelled 12.Recommended load(psf)including 5:1 design factor. 3.Vertical compressive strength is measured at 10% in 1985 and replaced by ASTM Specification C 578. 13.For%"thickness. deformation(5%for STYROFOAM PLAZAMATE insulation 6.This numerical flame spread rating is not intended to Note:Not all products are available in all parts of and for STYROFOAM Highload 40,60 and 100 insulation reflect hazards presented by this or any other material the country.Other product sizes are available on a products)or at yield,whichever occurs first.Since under actual fire conditions. made-to-order basis.Please contact your Dow sales STYROFOAM extruded polystyrene insulation products 7.For V,"thickness;perm-inches. representative with questions. are visco-elastic materials,adequate design safety g,For 1+4"thickness. factors should be used to prevent long-term creep.For . 14 ueyussu, Construction Chemicals HYDROC DE® 600, 700, 100E Waterborne enitul ifiet4-asphair tttttrlptlrooting col, pounds PRODUCT DATA 3�JLId,x a Mi4 ,cr*'r.4 ,^y:�. a t `G 'a,,! .v . $ t . J 4 Description Features Benefits H drocide'600,700 and 7d00 1,�trfakd fgrEeR br, 1941y i m0f0£ 11 E 4�`iaNIn r rrt i� ? 44,1• are cold-applied water-band • Nonflammable Minimizes fire hazards during application emulsified-asphalt dampprwofing ,.:,�� r , t_, Hy ,0 r y' n ,ti 111,:,4,,,,,,,,.. and vapor retarding coatings for • r. *.i t ,., ja rSl g.,gi,7, ''' 1 use on'green"or slightly damp • Flexible Withstands normal expansion and contraction surfaces. a r' t i , 1 S B M �i k 4,f e*Aii i4611b ltl ism t,re rip rf r`Ify,l ft d l� t1��r�1' ��P t i t r9t�f Hydrocide�'600 is fiber-fre: for .i,,,,:„.�df!z ..„-,, }io ,, ,?r,.i,,,,rtr,,..`(( rt (`1` t',.,,'t t stt'^..4(r.,i,r,.,,,,.. „ a,,l: ,t,,,^ -„;%;1 ' 1 a ' application by brush of spr.y. Hydrocide'd 700 is reinforced with lung fibers fur application by trowel. Color How to Apply Hydrocide 7008 is reinforced with Black Surface Preparation short fibers for application gy brush Shelf Life Surface should be free of oil,grease,dirt,laitancr or spray. 1 year when properly stored and loose material . Dry surfaces must be dampen. Storage with water and kept damp until application. Yield Store in unopened containers in a cool,clean,dry Application Hydrocide”"600: area.Do not allow these materials to freeze in the 1. Apply Hydrocide°'700 with a trowel, 70—100 ftJ/gallon per coa, container;do not store below 35°F(2°C). 2. Apply Hydrocided'600 and 7008 by brush,roils, (1.72—2.45 rre/L per coat) or spray with the proper equipment.Consult the Hydrocide"'700: Where to Use spray equipment manufacturer for more 25 ft=/gallon at 1/16'wet f Im information. (0.61 m1/L at 1.6 mm wet fi m) APPLICATION 12.5 ft"/gallon at 1/8'wet 'ilm * Foundations (0.31 mV/L at 3 mm wet fil I • Faces of cavity walls Hydrocide° 7006: LOCATION 30—35 ft'/gallon per coat • Exterior surfaces(below grade) (0.74—0.87 m'/L per coat) Packaging SUBSTRATE Hydroeide'°'600 and Hydroci„e'700B: • Concrete 53 gallon(200.9 L)drums • CMU 5 gallon(18.93 L)cans • Exterior grade gypsum board Hydrocide'”700: • Bonding polystyrene insulation to many 53 gallon(200.9 L)drums substrates 5 gallon(18.93 L)cans onneb • rn www DegussaBuildingSystems.corn Technical Data Composition Test Data Hydrocidei 600,700,and 70DB are asphalt-bas d PROPERTY RESULTS ' - TEST METHODS ornulSior's. - Viscosity Compliances Hydrocide',600,KU 95-105 Stormer • Hydrocide°'600 complies with ASTM D 118', Hydrocide"700 KU 325-33b Penetrometer,16 oz cup, Type 1,and ASTM 0 1227,Type 3,Class I 150 g weight Hydrocide°'7006,KU 110-170 Stormer • Hydrocide°"700 complies with ASTM D 122', — — Type 2.Class I and ASTM D 1187,Type 1 • Hydroeide 7008 complies with ASTM U 12!7, Type 2,Class 1,and ASTM D 1187,Type 1 Typical Properties PROP{=HTX ,, �� VALUE Solids by weight,% Hydrocidcs boo 52 Hydrocide1P 700 54 Hydrocide'7008 53 Solids by volume,% Hvdrocide 600 50 Hydride 700 52 Hydrocide°7000 51 EXTERIOR SURFACES BELOW GRADE—DENSE SURFACES hours,apply an additional coat of Hydrocide"'700 or 2. Hydrocide"700 and Hydrocide 7008 are 1 Apply Hydrocide'"700 in 1 coat by trowel.Apply Hydrocide"'700B.Allow to sot and backfill as excellent vapor retarders.Apply io 1 coat,carrying 7008 in Z coats by brush,roller,or spray.Allow'irst described above under Backfilling. the coating in and around all joints,grooves,and coat to dry tacky before applying second coat. 2. TWO-COAT SYSTEM:Apply a prime coat of slots,following all reveals and soffits of windows 2. Fill in all crevices and grooves,making sure Hydrocide 600 asphalt emulsion,cut 20%by and continuing 12"(305 mm)out on adjoining coating is continuous and free from breaks and volume with clean water.Allow prime coat to dry partitions and soffits.Hydrocide 600 may also be pinholes.Carry coating over exposed top and out•ide tacky to touch and apply 1 coat of Hydrocide°'700 used.Use 1,2,or more coats,as needed, edge of footing.Spread around all joints,groove• as described above under Dense Surfaces,Allow to depending on amount of vapor retarding called for. and slots and into all chases,corners,reveals,any set and backfill as described above under 3. Allow to set.If walls are to receive hard wall soffits.Bring the coating to finished grade, Backfilling, plaster,use furring strips or metal lath. 3. BACKFILLING:Place backfill at least 24-48 3. PARGE COA1 SYSTEM:Apply a parge coal of 4. Hydrocide 700 and 7008 have been used hours after application,but within 7 days.Do n• cement mortar to the block wall,carrying the parge successfully for bonding polystyrene insulation ruptore or damage the film or displace the coati g coat from the bottom of the footings to grade level board to a wide variety of substrates.On-site or membranes,Some situations may require and forming a cove at the junction of the wall and testing with actual substrate is recommended. protection board. footing,Allow to cure(typically 7 days).Apply Clean Up either 1 trowel coat of Hydrocide'700 or 2 brush, Clean tools and equipment immediately with hot, CxTF.}110R SURFACES BELOW GRAUE—POROUS rollot,or spray coats of Hydrocide",7008 as stiRrnCES described above under Dense Surfaces.Allow to soapy water.Cured material can be removed with Three alternate techniques are equally effective set and backfill as described above under Reducer 990. 1_ MEMBRANE SYSTEM:Apply 1 coat of Backfilling. hydrncide 700 or 2 coats of Hydrocidet 700B a. INTERIOR SURFACES ABOVE GRADE-.--.VAPOR RFTARDER described above under Dense Surfaces.Within • 1 Mydmcidel 600,700,and 7008 may be used hours,apply field'"Reinforcing Fabric or individually or In combination for dampproofing the glass-fabric membrane cloth over all surfaces 0'I coating.overlapping all edges at least 3"176 mil). exterior face of interior walls in cavity wall Dress firmly into place without wrinkles.Within I24 construction. M 11I1lU4111,U111,/W,JW For Rest Performance First Aid • Keep from freezing in the container In case of eye contact,flush thoroughly with water • Do not apply at temperatures below 0`F(4°C) fur at least 15 minutes,SEEK IMMEDIATE MEDICAL or when temperatures are expected t,tall to ATTENTION.In case of skin contact,remove • 40'F(4'C)in the next 24 hours. completely with dry cloth,then wash affected areas + Protect from rain until Coating has se. with soap and water,If irritation persists,SEEK MEDICAL ATTENTION.If inhalation causes physical • Hydrocide°'products should be prate*ed or discomfort,remove to fresh air.If discomfort covered within 7 days of application. persists or any breathing difficulty occurs or if • Hydrocide'° products should not be exrosed to swallowed,SEEK IMMEDIATE MEDICAL long-term UV ATTENTION • Not intended as a waterproofing menhbrane. Refer to Material Safety Data Sheet IMSDS)for Refer to HLM'''5000(Form No. 10179 0). further information. • Do not use Hydrocide"'700 and 7009 s plaster- Proposition 65 bonds on ceilings or under Portland c meet This product contains materials listed by the state mixes on ceilings. of California as known to cause cancer and birth • ASA specifications require furring or I th or defects or other reproductive harm. similar design features to ensure abs lute VoC Content adhesion of plaster. 0.25 lbs/gal or 30 g/L,less water and exempt • Make certain the most'current versio s of solvents product data sheet and MSDS are bei g used; call Customer Service(1-800-433-9511 to verify the mast current versions. For medical emergencies only, ▪ Proper application is the responsibility f the user. call CheroTrec(1-800-420..9300). F--laid visits by Oegussa personnel are f r the purpose of making technical recommenrations only and not for supervising or providin.quality control on the jobsite. Health and Safety HYDROCIDE'''600.700 AND 7008 Caution Hydrocide 600,700,and 7008 contain a.phalt petroleum. Risks May cause skin,eye and respiratory irrila ion. Ingestion may cause irritation. Precautions KEEP OUT OF THE REACH OF CHILDREN. avoid contact with skin,eyes and clothing.Avoirl breathing vapors,wash thoroughly after andling, Use only with adequate ventilation.Keep container closed when not in use. DO NOT take int:really. Use impervious gloves,eye protection an if the TLV is exceeded or if used in a poorly ven Hated area,use NIOSH/MSHA approved respire ory protection in accordance with applicable ederal, state and local regulations.All label war ings must be observed until the container is comme dally cleaned or reconditioned. ,h <* lz -,c r, , > age. „ Wage. � Material nformances t dies AndAnctaors ,� 4 14•ii -�"russ 1 einforcement olumn And Beare Anchors .t, 15 adcler Reinforcement . .,: ... . .4 Maiun'in,All - 0amAnchors/Gripstoy q c`- Adjustable Eye Wire c Wall Vies AF-H Adjusto Flex~ anneJ System ',.,P.= 1� � D.ub"t hoop-tokTM Seismic,lip"Interlock System 4,-+olumn res Orot�f +creep VJorts�r let y18 loshin ashen s erminafilon Bars '' .Grlp er ;'t9 Tie-2R&Tie HV'R Adjustable Anchor Systems for l?fr dash ng' 0 ' ubbte Stone , .. . . . ., .:7 s �o p Aluminum Brick Vents ... . .. .. . .:..,. . ..... , 8-c r�trol.��ilri3s�e ole pairJResfi---- Io` cho 27 opperAgua�la � :22 Seismic Veneer Anchors ... ..173.. .tap4 itei"' ru r intT^�i Lok-ie ,23 'DW-10 Series Veneer Anchors . .,. ..., , ..... =By o—lnk Ware die:ysterra ° 24. Wire-Ties; crews;i�W-10 Seismlclip®.Interlock System l l yea nkrm- 362 CCgripstaVChannel •25 �' Seismiciip�dnterlock System;Various Anchor orae: hcl ors And Ace essories .•. •25 lications . 12 �Ap :�StoneAnchbrs And`Accessories .27.; Ties.'And Anchors " _.13 Anchors TA Seraes-Partition-Toj3 ., - f X .r, �� Nr�. Since each construction •project is unique,the appropriate:selection and iise.f sart�r-product contained herein must tae determined by competent architects,engineers and other appropr�aTe professionals who nre familiar with;#he f pecafic requirements of the project in question Y . h masonry wall construction, as frA Standard weight-9 ga.Side Material Conformance it offers the following benefits: Rods x 9r ga. Cross Rods. SHEET STEEL ITEMS-PAGES 9-28 a Reinforces a variety of B. Extra Heavy- 3/16" Side MATERIALS: masonry walls. Rods x 9 ga. Cross Rods. in C.Sper Heavy Du - 3/16 st Plates and bars: ASTM A36 Greatly reduces cracking Side Rods x 3/16"ty Cross Rods. that can arise from thermal 4. Material Conformance: Sheets cold rolled: stresses. ASTM A366 See below 11 Sheets-hot rolled: ASTM A569 a Enhances resistance to water penetration, as cracks Material Conformance FINISHES: are controlled. WIRE: () Mill Galvanized-ASTM A525, Increases lateral flexural strength. Prefabricated construction ASTM A653 Class G60 (0.6 oz. zinc coating/FT') z Bonds exterior and interior from cold drawn steel wire, (ASCE6/AC1530,1/TMS602 masonry wythes together in conforming to ASTM A82 composite or cavity walls. (Tensile Strength) requires this coating for items Bonds masonry at intersect completely embedded in ing walls and corners. FINISHES: mortar or grout) E Increases elasticity. I. Brice Basic—No Coating IR Hot Dip Galvanized-ASTM I Increases performance of A153 Class 2B2 (1.5 oz. zinc masonry walls under various II. Mill Galvanized: ° coating/FT ) (ASCE6/ACI ASTM A641—(0.10 oz.Zinc requires this stresses. 530.1/TMS602 re q Coating/Ff 2) coating for items in exterior Fabricated in conformance g with ASCE/ACI 530 building Required Coating—Interior walls walls or interior walls exposed code requirements for ASCE6/ACI530.1/TMS602 to moist environment) ul Stainless Steel ASTM A167, masonry structures. Also available: ASTM A240,Type 304, 2B Fin- Features: cu 1 . , ) ish. H & B recommends Type 1. Butt welding of cross rods to ASTM ASTM A641 A641 Class ss 3(0(0.40 80 oz oz./Ff/Fl 2) 304 Stainless Steel for maxi- longitudinal rods (not more mum corrosion protection. than 16" O.C.). This construc '(II. Hot Dip Galvanized: tion enhances bonding ASTM A153 Class B2—(1.50 oz.FT2) Wall Reinforcement capabilities, eliminate s pro Required Coating—Exterior walls HOHMANN & BARNARD'S jection of cross rods beyond Required Coating—Interior walls Lox All®Truss Mesh and the specified width of rein- exposed to moist environment Lox All® Ladder-Mesh forcement, and prevents ASCE6/ACI530.1/TMS602 are continuous lengths of excessive build up of wire in IV. Stainless Steel Type 304: joint reinforcement that are limited mortar joints. ASTM A580—H&B recommends embedded into the horizontal 2. Continuous deformation Type 304 stainless Steel for mortar joints of masonry walls. along each longitudinal rod maximum protection against Joint reinforcement has long for superior bonding per corrosion. proven to be necessary for formance. superior performance of H&B products conform to 3. Choice of combination of wire gauges: ASTM A951-standard specification 2 for masonry joint reinforcement ma ^ 1^'" A-4"_. ,, ' ,;, „'x --n•n - W ,..�.$ uK- . t • K, ,-ra -, a Y ".,.. t y" f .8- at . � ' �rus e „f „ :�� Reinarc�n � ' ,� :,.:, , ma Ti g..w 1'4-. rr — 14 , gin - � : ''i' , 'S' '' - => - 40�,r Single Wythe Wall .01` Composite Wall <'�� Composite Wall ''0 l �4�' with #120 %k.►.., with #130 ,�Q>.,_ with#140 tl ��. Truss-Mesh "e��'CI Truss Tri Mesh � ► Truss-Twin- \` ���®�►®►.... q�® ���\, Mesh -. ■0 S34141414,149 --<I> 0441644440111114i> 4111111t011 II 44%, .o. 71",. .,-,L,,,: ..„,41%.-■---41.---41,- ,i , oth AR i Cavity Wall Cavity Wall ! �� Cavity Wall mom, with #125 ��®► ,. with #135 '��®��\ with #145 r q®'��•i ` Cavity j® --..4- Cavity l�� �`� : Cavity ®�����.(> Truss Mesh es\����m Truss Tri tilS741....704.a&@ �t Truss���� ' ��P `�I` Mesh �,� -"r Twin 1 RRENC ' �1� �� ® � �IP Mesh �����, I m,� � � Vim__ � � � a '• %� , % - Slant Edge, " F ®, / .,, y_ : i Insulation.,-�_. , � ; Specification* Joint reinforcement for single wythe walls shall be used at all corners and inter- **See Page 2 for complete information shall be LoxOAlle Truss-Mesh,as manu- .secting walls and shall be of the some on wire gauges,finishes,and ASTM factured by HOHMANN&BARNARD,INC., gauge,finish and design as the contin- conformance. Hauppauge,NY,or approved equal. uous joint reinforcement. • Packed 500'per bundle Reinforcement shall be fabricated from *This specification can be modified for (50 pcs.- 10'long). ol cold-drawn steel wire conforming to composite or cavity walls with the • Tri-Mesh,Twin-Mesh and Box-Mesh ASTM A82,with smooth(state dia.)cross inclusion of any of the HOHMANN& packed 250'per bundle rods butt welded not more than 16"o.c. BARNARD Lox DAlle products found on (25 pcs. - 10'long). to deformed (state dia.)side rods. this page. ® Corners and Tees packed 25 pcs. Finish shall conform to(state spec.). per bundle. Factory prefabricated Corners and Tees H&B recommends Type 304 Stainless Steel L®x0 Al I® Truss #150, #15 & #165 for maximum protection against corrosion. �} 1f 'F1' 'f� l ■ #150 is a single-unit veneer system. , �1 I` • #155 adds cavity drip to#150 40:::\ ''''s,,, #150 and #155 �y��� i #165 • #165 has"winged loops"welded to � s ���� the backup reinforcing. . .The loops .�' � ` �j accept pintles to allow vertical®., v\ 14[0% v li adjustability while restraining trans ®�� �1f verse movement of the two wythes. ® ���j� �� Suitable for collar joint conditions, �� ��. `.. 1 il cavity walls or insulated walls. �®� _ ��, � �� II 11 TABS AND HOOKS 16" O.0 -� 40!! » i \` v.( #i 6a S.I.S. Truss Y. ..:. � t t Seismiclip® Interlock System ,w(� #165/Rectangular Pintle/Seismiclip® /Continuous Wire Features 4 1. Reinforce outer wythe of wall while retaining all the 2; 7a!r advantages of adjustable reinforcement systems. � � Allows in-plane vertical and horizontal movement r-e 'ee while restraining in&out movement. hI' �� 0 2. Economical.Add the SeismiclipW and Continuous Wire to standard adjustable systems at lithe adds- . SEISMICLIP \ tional cost. -a ��\ 3. Functional in aligned or non-aligned bed joints. `�. 4. Beneficial for seismic zone construction(See Pages ► CAN.PATENT NO. ,l g A�\`\\� U.S.PATENT NO.4,875,319 , 11 &12 for further Seismiclip`"information). '` r \� OTHER PATS.PEND. !I 11 Hohmann & Barnard, Inc. 3 11 '' '• t--41„ .,,'c -'- • ,,''t.',-'*f- 4,-.+.�R'3-"e.,?..6. 7,.. .- ems-. 2!'k•- 'S. fds2`. 4 a_,>f r'.`.,- .`.� s=.- < ° +. a.�s• 4-Y.r e* ' _.} f -[7 w.. 'e.2. _,:...7,4, , u. , ices fo, _ . . .n:S� : er s , xl® Adjustable Eye-Wire i•Features TRUSS TYPE#170 LADDER TYPE #270 ■ Allows construction of interior wythe ,� aa—� .j in advance of exterior wythe. p: �-~ �! ■ Rectangular pintle acts as a vertically .e ±r� �` I'- .�� adjustable anchor to bond exterior �,�►® masonry,while restraining in and %—� `"44‘.‘,.,.' , out movem:':;z:a cavity drip■ Projecting e t= i�®to accommodate different thicknesses � . g�� a °v '� 1 of Insulation. �� aye �I i II Special design of pintle serves to x r Slant Ed` , �� �':- mechanically secure insulation to the I 94- ' �, a,, I :.•-:',-.-'1,,--4.“ t masonry backup. at..--. ton, ..%$ •�Iga _ 'a A;:i rte.. ,. I; • Available mill galvanized,hot dip , galvanized,or stainless steel. Short Specification factured by HOHMANN&BARNARD,INC., • Reinforcing for interior wythe can be Where horizontal mortar joints do not Hauppauge,NY,or approved equal. j STANDARD WEIGHT(9 ga.x 9 ga.), align in composite,cavity or insulated When ordering HOHMANN&BARNARD EXTRA HEAVY(3/16"Side Rods x 9 ga. walls,or when interior wythe is to be con- EYE-WIRE,state block width,cavity size, ! Cross Rods),or SUPER HEAVY DUTY structed before exterior wythe,reinforce- thickness of insulation(if any),and (all 3/16"). Eyes and Pintles are 3/16" ment shall be LOX()ALL®ADJUSTABLE brick width. Eyes are welded 16"o.c. li dia.standard. EYE-WIRE(truss or ladder type)as manu- �g H&B recommends Type 304 Stainless Steel for maximum Adjustable Wall Ties 1 ies protection against corrosion. Rectangular Adjustable Wall Ties CZ/G1�Q1F COMPLETE TIE PINTLE SECTION EYE SECTION —.�4 Tie OA Tie Tie �+i-hC JPE . ' - - , 4' 0.. . . 0 No. Size No. Size No. Size a i!, 600 6" 3fX1H 3" 275E 23A' 750 7h' 475H 43/' 275E 23/.' ` ,', ®� 800 8" 300H 3" 475E 43/.' -. � �,:'` 800A 8' 525H 5'h' 275E 23A' r r.. I 950 9Y2' 475H 43/' 475E 43A' " + 1 1000 10' 525H 5'A' 475E 43A' -J r _ I R e c t a n g u l a r I' I. Available mill galvanized,hot dip s 4� -.4 . galvanized,or stainless steel. ' ` " n � .,a'��. , .'ate^- �''*' , - HB Adjusto-Flex-Mesh #AF-H Available either Truss _ or Ladder Type � l Galy,/Stainess Steel ' 'J' dia. Loops 4I�, 'l,1MNInnam II 9 ga.Cross Truss Rod I \, -.... • 3/16"dia.Masonry Wire Ties \ \I� \. N. 9 Now . . . Reinforce outer wythe with t'a',\ \\\"`I` the Seismiclip® Interlock System I Seismiclip® Interlock System SESMICLIP• Features 1. Reinforce outer wythe of wall while retaining all the advan- tages of adjustable reinforcement systems.Allows in-plane U vertical and horizontal movement while restraining in and The SefsrnicFp wiil accept standard movement. H&B Wire Ties and Continuous Wire 2. Economical.Add the Seismiclip®and Continuous Wire as shown. an -, p Horizontal Joint Reinforcement Wire to standard adjustable systems at little additional cost. and Masonry Tle are snapped into 3. Functional in aligned or non-aligned bed joints. the Seismiclip^and fully surrounded by mortar.This allows all components 4. Beneficial for seismic zone construction to function integrally as a single unit 'AF-Hh (See pages 11 & 12 for further Seismiclip®information). CAN.PATENT NO.1,313,887 Ladder/ U.S.PATENT NO.4,875,319 Hohmann & Barnard, Inc. '°"*c 4..en. .• :-t,4-'--0:„:1':.-4-.,,,,V--_-:41n::,:: :.::;,- 04' '+n as' I,i`ra- m,-. y ,` ^ r x�-s< -. +e Js 4. 1x" 's' -- -> - x - c�fv # ..rte"= - 1 *4s ! E:4".0 a 1, b t'7" AY3._n„ ® ".-,,,' .a'"(y-a'ter f �_ ':Y� .. k - , �!t;.} y..2- -''�' 4 y!-iy, '�' 2 v' - g S° iy,,... tW r; .+r .•`• - 'z"' `--:' •` _ 4.414,','. aT '-'143441344 .'48.i.."• ,r j s -'4,'-- ,, - ' 7 'iri'- # 2 •• ' ` ,' a •' ■ a h ,re{ a• ya. ? : ,a b• #RS Series - Rubber Control Joint E Extruded rubber material designed for masonry walls at control joints. • Rubber material conforms to ASTM D-2000 2AA-805 with a durometer ,., hardness of 80(+or-5)when tested in conformance with ASTM D-2240. I Length per piece is 4 ft. -1e/e.L — °7/°' z 5/8 -- #RS-8 Cr ----2 5/8' /4 1/4'3 L--.j 5/8'Mnx #RS-STANDARD L 5/8 Max.#RS-TEE J5�l — — — ,,/e. #RS 12 • •k#VS Series - PVC Control Joint i The VS Series is a complete line of polyvinyl chloride control joints suitable for various wall conditions.The PVC material conforms to ) ) ) L! ( ( ASTM D-2287(Type PVC 654-4)with a durometer hardness of 85 (+or-5)when tested in conformance with ASTM D-2240. I Jen•l I t Length per piece is 4 ff. ) ) .>ot� #VS-678 -MIMO"Mi , r 2 5/e• I 1/4'r 1/4-] fr. �-s/e-Max.#VS-TEE 11 1/, L---_I 5/a'u.ax #VS-STANDARD #VS-1118 #NS - Closed Cell Neoprene Sponge U • Available in 1/4", 3/8"or 1/2"thickness(others also available). & , i Standard width is 3': Other widths cut as required. , . y i Available with adhesive backing. al __,- 0..... . I Available with tear-strip upon special request. It Conforms to ASTM D-1056 Grade 2A1. �, For placing horizontally beneath relieving angle,or in the vertical expansion joint to act as a control joint.Also prevents clogging of / `` ie,. expansion joint with mortar. ` M NOTE:Also available,solid neoprene for bearing pod conditions-ASTM D-2000(60 durometer std.) #341 Series Round Plastic Weep Holes i. , Manufactured from Medium Density Polyethylene(white) Iwo dr ,, • #341-1/4"or 3/8"O.D.x 4"long. ` _a_C x v • #341W-3/8"O.D,x 4"long.-Provided with cotton wick attached. ''tfir`"��ts,:) I #341S-3/8"O.D.x 4"long.Provided with screen insert(brass or �e` 0' w stainless steel). �' i #341 W/S-3/8"O.D.x 4"long.Provided with both wick and screen. #341 #341 W/S : I s J ,, •s #342 Rectangular Plastic Weep Holes 4.13DAAA Manufactured from Clear Butyrate 12t t 1 #342-3/8"x 1'/2"x 3'/z': R i #342W-Provided with cotton wick attached. �„ a ■ #342S-Provided with screen insert(brass or stainless steel). <s i #342 W/S-Provided with wick and screen, #342 .< #342 W/S #343 Louvered Weep Hole #343W - Wilko" Weep Hole . role, I Injection-molded flexible P.V.C.(#343)/Painted aluminum(#343W), rin • Configuration of louvers directs passage of water from cavity to outside of building,while preventing reverse passage of water. ��: • 1 Design permits air passage into cavity,thus aiding pressure equalization or 3'/:"HIGH or 3e%" i and reducing suction which can cause water penetration. o' i Rectangular closure strip prevents mortar droppings from clogging `. HIGH P I■� openings(#343). r' a E J . • Compressible flanges can accommodate joint widths of 1/2"-3/4"(#343). #343 's #343W I #343 available in gray only.#343W:Gray or white. • #QV - Quadro-Vent" I I Quadro-Vent's honeycomb design allows passage of moisture from cavity W s' , to the building exterior while restricting ingress of insects and other debris, = QI I • Quadro-Vent allows passage of moisture up to its 2'/z"height,important in the event of mortar droppings at bottom of cavity. , i Polypropylene tested in conformance with ASTM D2240,D790B,D638 and D1238B. ' '� II I Available in gray or white. • ■ Standard size:3/8"x 2'/2"x 33/8' — Jumbo Size:3/8"x 3'/2"x 3'/2" �_���+ s Other heights and widths available. 20 Hohmann & Barnard, Inc. �� f .. .- k +�"°�'..'�"�''�°.°"".�. � ::s ,+. -a, �""fix r -.ry�*�.-.s "fe+„.:�ax -:w. °�.-. ��' s,,. g�c�.a't# r?�='�fi`�''+E"ri�'. _����`..+,.�* © .Y.,s,_ c"^� ',„..."�—""' 'y x '.,c�Y�'; ci°., '"; re .` h'°^�.ra- ..'s'7.4.r `>'+ ..m 57 "'..xa`." .�., `R.:,' �a'�.^'" .� 1 ■ s n� � 5s ' " *aY- .Z s F e „: '�'&,"e $gt,6$ L.„vs Bey ® r ®� � ®t t s ® ` �r s Il�{V' .` =t� -,*a... .,:�� .-..,... .. �s.=.,,�-: N.. „ .i. .�-?-��-�...a�.. .. .- ..� '+'� :c,.... .�.”c ,.:�+.,. ._�k•�,,,k. z.z-ex*...g. .. •a.,�sa-' �=�...P.� # Spyra-Lox® Rebar Lap-Joint Tie Features: U.S. PAT.NO.5,379,562 O ■ No tools.Eliminates cumbersome procedure of tying lap-joined rebars C; together in reinforced walls. ■ Increases worker productivity. \ ■ Reduces lifting-height of block over rebars. . ' l • Flow-through design allows grout to uniformly encase rebars at overlap. • Correct installation procedure allows for systematic placement of rebars L�` •, to accommodate varying overlap requirements.Contact H&B for J,`� 1.� LJLJ u Available information./8'; / '; `,/ �`tea i Available for 3/8';1/2';5/8"&3/4" rebars `��`.=J 'I • Available Brite Basic or Mill Galvanized. . 4 Call for new 4-page Catalog including installation method and details. #RB & #RB-Twin Rebar Positioners r iOG i • Positions rebars in center of block • Simple Z-shape wire bridges cell of block while bends rest on shell ' ■ Available for 6",8"&12"block �� �� . • Available Mill Galvanized or Hot Dip Galvanized 9 gauge wire \, c� i 1 • #RB-Twin has double loops to hold 4 rebars \ r\ IZ ;, 0 #RB #RB-TWIN 1 l # "Slip-Set" Stabilizer \ �., E J \fir ■ Bonds masonry walls and restrains lateral movements .�. while allowing expansion and control joints to perform as ` :`} designed. nR=t` \ • Use Style'H'to connect level horizontal mortar joints. 1111 /w: • Field bend to connect intersecting walls,or new walls to 1°. f,IIIII existing walls. \ • Available Mill Galvanized,Stainless Steel. ` i �� STYLE`H' FIELD BEND # CWT - Corrugated Wall Tie . ■Mill Galv./Hot Galv./Stainless Steel. :''t-: •Standard size is 7/8"wide x 7'long ^E. '* b •Available in#22,#18 and#l6 ga. r o i '\�� \ •Other widths,lengths and gauges available upon request. ''. 1;= - q?---... .-- 1 # MINT - Mesh Wall Tie 1�o���.■���. ■HotDipGalvWire ■1/2"square x 16 ga. •••••I•U••• <7, 4°°f ■Cut to any width or length required 11■111■■.1 11 1.111,1 ' •Also available in 100 foot rolls,width to suit 111.111.111111111111111■ ``I •Also available in Stainless Steel 111 Conforms to A STM A 185. ■■.■�■■■..M 1 For bonding intersecting masonry walls. #304W- Column Web Tie 8" " /��� ■ 3/16""or /Hot Dip diameter x 12"l long steel \ ■ 3/16"or 1/4"diameter x 1T long ■ Standard widths: 2'/e"(for 4"Bock) 10"(for 12"Block) 4"(for 6"Block) 17'(for 14"Block) 8 6"(for 8"Block) For use with#359 Weld-On Tie(anchoring masonry to structural column). w ,----.-- See page 17. Q #302W-Column Web Tie .. al Same sizes and availability as#301W(see above) e • 1"Flat end for use with#359F Series Weld-On Straps(3/4"wide). `' See page 17. / Hohmann & Rarnclyd, Inc. 13 w .is- 2 a ? ^,A✓r- z -;w. :ti :t4 91' ,..sv ,' ;x ,,T., - 1. ,', F J '.?) ` rSx' .3 ? i 4.* ,, j �'vd Cs' 5 - ' F 1,- ';17.:',4: r ■ , 0,, 0 s x*rJ' fir x r ,r ,z not �T t s `4 ,..4..:::.-_‘. ,,,} . ,..,,, :_ ii.e: _:. . 10. ;: ft - c :',' f . f c 1- ,-,„,,',, :::4;-„,,..,,, ___---. ,,,-.. _, .,:--,.,;,-, ;, • -,,,,;;7-:;.,,,:_.;;,.,,,,,.,..,,,,,,,_: . , . #303 - Corrugated Dovetail Brick Tie #305 - Dovetail Slot I€ Mill Galy./Hot Galv./Stainless Steel. rnivio F E Standard#303 is 1"wide x 16 ga., 14 ga.or 12 ga.thick x 31/2" or 51/2" request.long.Other lengths and widths available upon q uest. . RI #305 Slot available in 24,22,18 or 16 ga. ® C ' IR Slots are standard 10 ft. lengths foam filled. n� #303 IMPORTANT:We are not responsible for incompatibility if ties or i slots are interchanged with those of other manufacturers. ' #305 #315 - Flexible Dovetail Brick Tie ! Mill Galv./Hot Dip Galv./Stainless Steel Ili Dovetail end is 16 ga.,or 12 ga.thick x 1"wide (state preference when ordering) I Vee Wall Tie is 3/16"diameter x 3",31/2",4",41/2".5"7",or 9"long Il (state when ordering) ` - 1: II Other sizes upon request :- •. Dovetail heod fits H&B#305 Anchor Slot.Compatibility with Dovetail Slots from other manufacturers is not guaranteed. Permits horizontal and vertical movement of the masonry wall I� �. while restraining the wall from moving laterally out of its plane. #315-BT-Flexible Dovetail Brick Tie I Fitted with a Byna Tie® (see page 11)in lieu c% 4 r >b of a conventional Vee Wall Tie. y ! Finish and size same as#315 �i_✓ (Byna Tie® available 2'/2"thru 5"long) \ See page 12 for use with the Seismiclip® Interlock System. ?� Compatibility with Dovetail Slots from other manufacturers is not guaranteed. • #344 - Rigid Partition Anchor �-C E Made Steel/Hot Dip 1/8",3/16" 1s Steel <E),.... E Made to order from 1/8",3/16",1/4"or 3/8"Bar Stock. 1",1-1/4",1-1/2"or 2"wieya.ny length(state when ordering). '0v.jam" E Stanc�ca 'Bends are 2".Other sizes available upon request. r g For anchoring load bearing walls at intersections #345 - Corrugated Buck Anchor & Mill Galy./Hot Galv./Stainless Steel. I .) I Standard Sizes: I'/4", 1'/2"or 2"wide: 16 ga., 14 ga.,or 12 ga. kk thick;21/2"to 81/2" long. •" c..`. E Standard Bend 11/2"long with 1/4"or Via" hole. \� ■ Other sizes,holes,or slots available upon request. N For anchoring new masonry to concrete,structural steel, \\�/ existing masonry or door bucks. / \ ' #345-BT- Flexible Tie \ ! Mill Galy./Hot Dip Galv./Stainless Steel. A</....I Sheet steel is 3/4" wide x 12 ga.thick with 5/16" screw tole. NI Byna Tie® is 3/16" diameter x 2'/2';3';3'/s';4';4'/s"or 5" longs • (state when ordering) :, \ ! 1/4" diameter available on special request. For use with the Seismiclip® Interlock System(where \\ reinforced masonry walls are required-see page 12). \ #VWT-Vee Wall Tie y in Mill Galy./Hot Dip Galv./Stainless Steel '<.° 'IS 3/16"or 1/4"diameter wire #vwT • Sizes: 3"wide x 3"long 02"wide x 41/2"long 7"wide x 7"long 31/2"wide x 3'/2"long 5"wide x 5"long 7"wide x 9"long �,► I 4"wide x 4"long 6"wide x 6"long ! For Other use sizes with upon request g ��./// For use with H&B's DW-10 Series Anchors(tying brick veneer to steel studs),or H&B's#359 Series Weld-On Ties(tying masonry walls to steel columns). �IP 14 Hohmann & Barnard,Inc. 7'.:-' ' '''' ' ' 16 Ylt:- :: - .'''- ,uir u t - --reeri,fftnno 4ito ti,, -,..,==,:v..‘,..7-: .v.,:._ :.1, ;.,tft-,,,,:,.,, cto s # 359 & # 359-C - Weld-On Ties E #359FP-C l IN Galy./Hot Dip Galv./Stainless Steel Fireproofing 1 ■ #359-1/4" diameter x 9"long not shown ® #359-C is a continuous 8 foot length with offsets 8" o.c. I for clarity. r Use in conjunction with Vee Wall Tie#VWT(Pg.14)or Column Web Tie �t lr #3O1W(Pg.13).The systems anchor masonry to the structural frame allowing �� ,� differential movement without any transfer of stresses. #359FP & #359FP-C - Weld-On Ties 1 / ■ Plain/Hot Dip Galv./Stainless Steel #359 #359FP • #359FP-3/8"dia.x 9"long #359 or ■ • #359FP-C is a continuous 8 ft.length 3/8"dia.with offsets 16"o.c. #359-C �4 bio • Optional bookplates(sold separately)restrain compressive loads. L For use when there is a requirement for spray-on fireproofing. /// (� Exaggerated offset dimension'L'(specify when ordering)allows for projection beyond fireproofing for visibility and accessibility 17 to the mason. OPTIONAL BACK PLATE #301w #359-C #359FP-C #359FH Offset Strap '�% • #359FH-Mill Galv./Hot Dip Galv./Stainless Steel 0 i $359FH I \`/� -3/4"wide x 12 ga.thick x 7"long,giving 4 inches #302W I0" �' of vertical adjustability j • May be welded onto steel as shown K ✓ • 1/4"holes provided for attachment to masonry l . '*,,,_11 Use in conjunction with Vee Wall Tie#VWT(Pg.14)or Column Web Tie <4 , , II ADO-AU if . „,..41, . __ #302W(Pg.13).The system anchors masonry to the structural frame \ J< s `il. . i allowing differential movement. �1 , #359FH { ��1 /�� # MGS - Mortar/Grout Screen "t: i • Isolates flow of grout in designated areas requiring reinforced concrete block. . '::y.,.;.. \,ti; • Allows for greater bonding of masonry anchor in hollow block construction. 4:;.:.;.(••as•• .ii • 1/4"square monofilament screen is fabricated from high strength, {1 - `,, .. \ a•.Vi,. non-corrosive polypropylene polymers. \ ?it°;;%`?`: \. ,fir • Micro-thin material has high tensile and burst strength,yet will not interfere • :*:!, ti.;,,; . with mortar bond. °�� ■ ' • Standard widths 4'; 6' 8' 10"&12"x 100 ft.roll. ' --*# Mortar Nett'" The Mortar Net is manufactured of high density Polyethylene(HDPE)or nylon ttF r--...,..-; strands woven into a 90%open mesh.It will not react with common building ° r: 'r r products,including PVC,Polystyrenes,copper,rubberized asphalt,lead,stainless steel or galvanized metal.It will not absorb or trap moisture,will not support a ) . mold or fungus,and is inedible by insects.It will not degrade as a result of •:ire �...: temperature variations and is designed to last for the life of the building. • Catches and permanently suspends mortar droppings in masonry cavity .` walls above the level of the flashing and weeps so blockage of weep hole vents can't occur.Weep holes stay open. • Unique patented dovetail shape breaks up mortar droppings,prevents -'m\ Flashing mortar damming,so water always has open now paths to weeps. Y to extend.cp• 90%open plastic mesh construction allows unobstructed passage of air& 1"Rigid / 6"min. water through the material itself so walls breathe,drain&dry quicker. Insulation above • Specifically designed to work in conjunction with standard flashing/weep ot„ '4<, mortar hole drainage systems in masonry cavity walls. r net i Simply stands in collar joint or cavity,requires no fasteners or adhesives, PAT.NO.5,230,189 .." i f'"' no special skills or tools,so installation by masons is fast&ea i • Lightweight for inexpensive and easy shipping,storage,handling and ;: . installation,even on high scaffolding. • Slightly compressible to allow for cavity variations in the field. Weep Holes ".. •A • Eliminates the need for any other s y stem to deal with mortar dro ppin g s such Typical 2° 24"O.C.max. .: ' e It- as cotton wicks,pea gravel,or batter boards. NI Eliminates inexact design language such as"weep holes shall remain open," Cavity Wall R so designer takes control of and responsibility for the wall's success. Installation 10"high x1"thick •' 8"x 16"CMU • Available.4' .8' 1"& 2"thick. Mortar Net Continuous Hohmann Sb Rarnard Inc 17