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• ER 5569 wood ledger. Alternatively, wood ledger members are per- must be applied to a minimum thickness of I/4 inch ie. milted to be attached by cutting 3-inch-diameter (76 mm) ram). holes into Me side ofihewalltormblocks,at spacing required 2.10 Special Inspection: by design,before the placement of concrete.Adam must be rsedfo hcldaledgerboltcenlered in the hole.When concrete Special inspection is requiredas noted in Section 1701 of the is horned into lhewall system.the holes provided For the le0- cafe 10 placement at reinforcing steel and concrete, and ger halls form a solid concrete connection from the ledger concrelecylincler testing.When approved by the building off'. board m the horizontal bond beam. cial.special inspection isnotrequiredwhen alto/thefollowing Woodplatesrnrst beanchoradta lhetopoftiewall,Anchor conditions am met: bolts used to connect the wood ledgers cr plates to the con- 1. Wall systems are a maximum of 8 feet (2438 ram) in Crete must be cast in-place.with Ire bolls sized and spaced height and are broiled to use in single-story construction as required by design. of Group A,Division 3,or Group U.Division 1,Occupan- cy 2.5 Interior Finish: 2. Maximum lift of a concrete pour is 48 inches(1219 min). The Faswall walliorms are permitted to be exposed to the in- 3. Installations by installersapproved by lnsul Holz-Salon. terror of the building in accordance with Section 804.1 of the International. Inc. codo.Alternatively,din walliorms are typically installed with 4. Half the allowabledesinstresses permitted by the cone a wall finish of interior plaster complying with Section 2507 of are used for the design of the walls. Um code. 2.11 Identification: 2.G Exterior Finish: Each package bears alabeispccifying the name andar tress 2.6.1 Above Grade:`Halls(rust be covered on the exterior of Instil Holz-Baton International and the name and address will an exterior cement plaster system complying with Sec- cable manufacturer.Additionally,oroductlabelsmustindicate lien 2508 el the code. Other types of exterior wall covering the evaluation report number(IOBO ES EN-5589). materials are permitted, provided an approved weather-re- sistive barrfer is provided and the wallcovering material and 30 EVIDENCE SUBMITTED methodof attachment comply with thecodeor a currentlC8O Data in accordance with the ICBO ES Acceptance Criteria for ES evaluation report.Negative wind pressure capacity ofthe Conaele and Concrete Masonry Walf Systems (AC15), enterer finish nmleridi is recognized in the code.for generic dated October 1999t reports at fire-cesislance and surface materials,and in a current evaluation report,for proprietary burning characteristics tests. materials.The wall covering material must be attached to the concrete core. 4.0 FINDINGS 2.G.2 Below Grade: Wall surfaces must be dampprooletl That the Faswalle Stay-in-place insulating Wallforms far and,when required by the local building department,water- Concrete Construction described In this report comply proofed inaccordancewills AppendixChapter 10 of the code, with the 1997 Uniform Building Code",subject to ttic Dnmpprcohng arid waterproofing materials must be ap- following conditions: proved by lnsul Holz-Oeton.International.Inc..and the local 4.1 Wallforms are manufactured, Identified and building official. Installed in accordance with this report and the 1.7 Foundation Walls: manufacturer's published installation instrue- Oons. The walliorms are nonrated to be'mad as stem walls sup- 4.2 Plans and calculations showing compliance with parted en colic!Me footings complying with the code. this report are submitted to the building officialfor 2.0 Crawl Spaces: approval. . F.-swallwalifornrslocaled in unlerflcoraawlspaces areper. 4.3 Buildings constructed from Faswall walliorms are milted to beexposedto the craw/space,provided ventilation limited to combustible construction,and ihebuild- cotnodes with Section 2517.7 of the code. hag has a maximum-two-story height limitation. with each wall having a maxlrnurn-ID-root (30a6 2.9 Fire-resistive Construction: mot)unsupported height. Nonbeariri9 walls constructed horn standard-size Faswafl 4,4 Nonhearing wall assemblies requiring afire-reslst- Walllxrns have a lour hour Ike-resistive rating, provided the once rating up to lour hours are constructed Inac- Ioluhving conditions are met: cadence with Section 2.9. 1 CavitiesoflheFasvallWaillormssystemmustbofrliedwith 4.5 Special inspection is provided In accordance with normal-weight concrete. having a minimum-3.000-psi Section 2.10. (29.]Mpa)compressive strength and containing eider carbonate or siliceous aggregate.The concrete must be 4.5 {nsulHoz-3efon,International,Inc.,manufactures reinforcedwilh reinforcing bars inaccordancewilh this re- the K-X wood-cement aggregate. The wallforni port mid the approved building plans. blocks are manufactured,using the K-Xaggregate, Both sides el wall must he covered with aplaslen5nish by manufacturers approved by Instal Holz-eeton; 2. International,Inc. That consists of 50 percent while sand and 50 percent pot eland cement. mixed with potable water. The piaster This report Is subject to re-examination in one year.