The steel rebar schedule for each wall is project specific and must be designed by a professional engineer.
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1 3. Reinforcing 1. Opional Morar Bed I is recommended a e firs course of Durisol forms e se in a ½ ed of morar. I is also possile o susiue morar wi oer leveling maerials, if desired. is leveling ed will allow e firs course o e se perfecly level and make e consrucion of susequen courses easier, and faser. All oer courses are dry-sacked (wiou morar).. Leveling Sims Since ere is no morar eween e courses of forms, i will ecome necessary o compensae for variaions eween individual form unis. I is recommended a every second or ird course is leveled as you uild, using any one of e following: - Convenional cedar sims from your local ardware sore - Specialy plasic sims a may e availale in your area - Convenional masonry morar - Spray foam or consrucion adesive - Using coarse read screws (deck screws) o screw e unis ogeer (verically and orizonally). Convenional nails can also e used. e seel rear scedule for eac wall is projec specific and mus e designed y a professional engineer. 4. Linel Reinforcing Seel rear over openings is projec specific and mus e designed y a professional engineer. 5. Concree ypical Concree designs range eween 17 MPa 5 MPa (0 psi 0 psi) and use a max 3/8 aggregae size. Download our consrucion specificaion documen for more informaion. 6. Linel (Cu on-sie) Linel forms are creaed on-sie y removing e wes from a convenional Square uni and urning e lock 0 degrees so a e closed end is on e oom. 7. Square ese unis are used a e sides of openings o preven concree from pouring ou during consrucion. ese unis are no always necessary and i is also accepale o use Sandard unis (wiou a closed end) in conjuncion wi convenional wood ucks o frame e openings. Download our ec guide for deails. 8. Corner Corner s are specially noced o allow e concree o flow around e corner ino e adjacen wall. Mos unis measure 4 x 1 o mainain e desired 1 module. Refer o our Produc Dimensions for more informaion. Insulaion Insers All insulaion insers are manufacured from rockwool mineral fire insulaion. We do no use any polysyrene in our producs wasoever.
2 Overview Sysem 1.8 Sandard s (SI) Sandard - 3 Core ( WF only) spli/ = Half (8, 10, 1 WF only) ypes Figure Sandard Scemaic (SI) Sandard - Core (6, 1, WF only) ale Sandard Dimensions (SI) ype (kg) FORM DIMENSIONS a c w CONCREE CORE DAA (mm ) (m 3 / m ) 6 WF 8 WF 10 WF 1 WF WF
3 Overview Sysem 1. ermal s (Imperial) Sandard - 3 Core 1 ( WF only) spli/ = Half (8, 10, 1 WF only) ypes Figure ermal Scemaic Sandard - Core (6, 1, WF only) ale ermal Dimensions (Imperial) ype (ls) FORM DIMENSIONS a c w i CONCREE CORE DAA (in ) (yd 3 / f ) 10 WF (R-) 1 WF (R-) 1 WF (R-) WF (R-) WF (R-) WF (R-8) / / 7 1/ 5 1/ 1 1/ 1 1/ 3 1 1/ 3 5 1/ 3/8 3/8 1/8 1/8 1/8 5 1/ / 7 1/ 5 1/
4 Overview Sysem 1.10 ermal s (SI) Sandard - 3 Core ( WF only) spli/ = Half (8, 10, 1 WF only) ypes Figure ermal Scemaic (SI) Sandard - Core (6, 1, WF only) ale ermal Dimensions (SI) ype (kg) FORM DIMENSIONS a c w i CONCREE CORE DAA (mm ) (m 3 / m ) 10 WF (R-) 1 WF (R-) 1 WF (R-) WF (R-) WF (R-) WF (R-8)
5 Overview Sysem 1.11 Sysem Summary e following ales summarize e s and overall wall sysems a are possile using e insulaed Nexcem s. ale 1. ypes and Availailiy (Nominal Dimensions) Sape Size (eig x leng) AVAILABILIY 6 WF 8 WF 10 WF 1 WF WF Sandard 3 Core ( Core) 1 Corner (Modified ) ( Core) Spli/ ( Core) Sandard Core (1 x 36 ) 1 All Corner s are L-saped wi 1 reurn. Since e 1 WF as a ickness of 1, e corner uni is a modified Uni. Corner unis for e WF are an assemly of unis a 4 and 36 long respecively. ese unis mee ogeer a e corner (a a degree angle) and cover a oal of 5 square fee per assemly uni. Refer o produc drawings for more deailed informaion. ale Sysem Summary Concree ickness Vol. of ickness R Value (yd 3 / f ) (LB / f ) 6" 8 3 1/ " 8 4 3/ " 8 6 3/ " 5 1/ " 8 8 1/ " " 5 1/ " / " " 7 1/ " 8 5 1/ Noe: - 6 WF is no ypically inended for use as a load-earing wall. - Saded area igligs e insulaed Nexcem unis wi sufficien concree o provide adequae srucural capaciy for siuaions requiring greaer an 4f of soil reenion (unalanced fill). 1
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