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•''v~ w. hcaMed by Me ICBO Evaluation Service, Inc. MI.k�//ab�R�� 5360 WORKMAN MILL ROAD • WHITTIER,CALIFORNIA 90601-2299 •..• - A subsidiary corporabon of the International Conference of Building Officials EVALUATION REPORT ER-5589 Copyright C Sri ICBO Evaluation Service.Inc. Reissued January 7, 2001 Filing Category: DESIGN—Concrete (038) FASWALLO STAY-IN-PLACE INSULATING WALLFOPMS 2.2.5 Other.Wood members for plates or window and door FOR CONCRETE CONSTRUCTION framing must comply with Sections 2316 and 2317 of the INSUL HOLZ-aETON,INTERNATIONAL,INC. code. POST OFFICE BOX 183 A 2.3 DesI n WINDSOR,SOUTH CA INA 29858 8 Design of concrete in the Faswall Wallformsystemmustconr- f a SUBJECT ply with Chapter 19 of the code,with the followin g require- Faswelie Stay-in-place insulating WWII arms to Concrete merle: Construction. 1. mum-I es are limited to two stories and maxi- mum-i 0-fon (3048 mm)unsupported wall steghts,in all 2.0 DESCRIPTOR seismic zones. The stay-in-place form system may be 2.1 General: used tor walls in one-story structures ctup s with a basement, orted height limit is The Faswell Stay-in-place oobspreried for ted a he walls the baseempent and the above-y plkse insulatingd treated o fibers corn- rised of inrd dividual blocks made of treated wood a and per- Concreteground story. podlentormol.The Faswall concrete braIns,litelss 2. ona 91 and fmust tehoina¢ortlancewithSec- merentfamworkforeinfarcedconeretabeems,lintels.load- -Sons 1910 and 1914 Atha code. bearing walls,foundation stemwalls,basements,end retain- 3. Wall leading must be in accordance with Chapter 16 of the ing wells. Walls constructed with Faswall Waltforms as code. described in 0is repot are lmited to use In builtengs of corn- 4, Minimum wail reinforcement must conform to Section bustide construction. 1914 of the code. 2.2 Materials: 5, Wellsmust be anchoredtolloors and roofs in accordance 22.1 Fantail Wepform:The Faswall Wallfonn is manufac- with Section 1631.2.8oltllecotle.Wallsmustbentercan- bred from a mixture of podlantl cement end recycled woo0 nected at comers by embedding end lapping ode, e- fibers that have been treatedwitproprietary admixtures and ment in accordance win Section 19/2 of the ctle. water;the mixture has the trademark name K-X Aggregate. 8. Design otshearwalls must rwmplywith Sections/910.10 The Faswall Weilform blocks have a density of 28 pcf(451 and 1921 0l the code. kg/maj.The standard size of the Faswall Walltorm block is 16 2.4 Installation: inches(406 mm)(length)by111/2lnches(292mm)(width)by The FaswslWallforms stem mustbes 8 inches (203 mm hetY the code on concrete to- ) (height).have The h efoommi and signal o in: footings complying the Chapter,must st of the into ot Nankai re- three additional wsiaee,andtl e following designations:nCrnsr bars, minimum o in f24 inches(610 ram),extendalntgthCompying Waltform.W `en stacked Large-core WeOlortn, and Cornerm with Seodon 1912 9l 2of e (810mmvorisgreate Complying wog Wr col and When stnckedintes into hick reinfoercement cement and forms orms mustb 9t ckedsuch that whichever dristlyaverrth other, wall- verticalarehorizontalpld.See gore 1 for typical deement she for that the voids tot such concrete e kdimntiy erMeom in wndrete are ks. a See Fgure 1 fvr ag d ado we gf the sh the call for Me J an columns are uniform reinforcement is N/aaarm beds. See fl 1 far average dead mete. a- pl ape andccordan.a wizontel ape oved bl ingplans nd installed W waltfomis have blocks filled ll flame-spread lei-spread concrete.Fa- placed in acrortlance wIM Me approved bWeing plans ono ama smok d a Clear III e45classificationwheted this repast araasmoke density rating no greater than 450 when tested Horizontal reinforcement is permitted to rest dire on the in accordance with USC SaaaM 8-1. Faswall Waliform blocks in e cells, and the vertical� rein. 22.2 Concrete:Normal-weight concrete with aggregate a forcement must be placed in accordance with the design maximum of 3/e inch 19.5 trust in size must have a minimum drawings before the paring of concrete. Lap splices for the compressive strength of 2,500 psi(17.2 MPa)at 28 days. reinforcement must comply with Section 1912 of the code. 2.2a Reinforcement: Deformed steel rrrimoroement bars Concrete is placed to fil all voids of thewalltorns.Fieldverifi- must have a minimum yield stress of 40 kW (275 kPa) and ration of a proper pour can be accomplished the by face a mat comply with Section 1903 of the code. the panels,to tee(6.4 ran)steel rod through tiataca shell of panels,to the concrete care. 22.4 Insulation:The cavities of the blocks are permitted to Wood ledgers must be attached to the concrete wall by re- ' be partially filled with approved insulation board, meeting moving portions of the face shell of the walltorm blocks,with code requirements.Foam plastic insulation is not permitted. the height of the removed portion equal to the depth of the Evaluation rspwrofICBOEra/maiaa Service,Inc.,are issued solely to provide Mfonnuhon to Class members ou CBO,utilizing the code upon which the report is bused.Eealuwion reports rent lobe continued as"'resemMgaesthetics or any other attributes not spanifmmyoddrerrednorosanendonementor recommen- dation for use of the subject report. ``, This report if based upen independent tears or other u.k..lea!data submitted by the applicant.The ICBOEvaluation Service/uc.,technical staff has reviewed the test results andl°rather clam,bra does nos poss sx tesf cihtiesto make an independent ve fcwih n.There iand warranty AyICBOEraMation Service.Inc”expmar or any`Finding"or other matter w the topuroraste anypmdrsrt cavern,bythe report.Mir dive."merinctudee,bwir nor lfmue&ee,nsrchamubiliry. 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