MOSO Precast Panel Suspension System

MOSO Precast Panel Suspension System 11-1

Contents MOSO Precast Panel Suspension System for Concrete Facades 11-3 MOSO Product Summary 11-4 System Diagram 11-5 Precast Panel Suspension System 11-6 Technical data 11-7 Precast Panel Suspension System 11-8 Precast Panel Suspension System 11-9 Precast Panel Suspension System 11-10 Precast Panel Suspension System 11-11 Precast Panel Suspension System 11-12 Precast Panel Suspension System 11-13 Assembly Instructions CFS-FB-H 11-14 Parapet anchor Standard design CFS-FB-E 11-16 Parapet anchor with adjustment CFS-FB-EJ 11-18 Assembly instructions CFS-FB-E 11-20 Assembly instructions CFS-FB-EJ 11-21 Pressure screws CFS-FB-DS 11-22 Wind Anchor Restraint CFS-FB-DZA 11-24 MOSO PRECAST PANEL SUSPENSION SYSTEM Assembly Instructions CFS-FB-DZA 11-25 Dowel Connection CFS-FB-VD 11-26 Other Products 11-27 10 11-2

MOSO Precast Panel Suspension System for Concrete Facades Introduction The MOSO precast panel suspension system is an approved system. It consists of an upper part, a middle part and a cast-in part. There are several models of the upper part available depending on the structural situation. The standard upper part is fastened to a vertical surface of the structure, or alternatively there is a fixing available to connect to the top of a slab. If a single point fixing is insufficient a double bolt version is available. The component cast into the facade was developed for slender precast concrete units Product information Load range: 6.0 70.0 kn Material: approved stainless steel Certificate: technical approval. 11-3

MOSO Product Summary Precast panel suspension system: FB-H Parapet anchors: FB-E Wind anchor restraint: FB-DS, FB-DZA Dowel connection Turn buckle restraint system MOSO PRECAST PANEL SUSPENSION SYSTEM 11-4

System Diagram Wind suction W D,d Wind pressure W D,d alternatively: Typical suspension system Cross section wall fixing type Angle of inclination 11-5

Precast Panel Suspension System Precast panel cast-in component, Type CFS-FB-HE Together with the supplementary reinforcement included in the scope of supply, the cast-in parts form an officially approved system. Type 1 covers load range from 6.0 kn to 22.0 kn inclusive. Type 2 was designed for loads from 38.0 kn to 70.0 kn inclusive. Please refer to the table for the dimensions. Product information Load range: 6.0 70.0 kn Material: approved stainless steel Certificate: technical approval. C-channel with two nail holes Ø 4 mm Type 1 Type 2 Cast-in part: load range : 6,0 kn - 22,0 kn Front view Side view Top view Stud Anchors MOSO PRECAST PANEL SUSPENSION SYSTEM Cast-in part: load range : 38,0 kn - 70,0 kn Stud Anchors L Profile Hex bolt acc. to DIN EN ISO 4017 (DIN 933) Front view Side view Top view 11-6

Technical data CFS-FB-HE Type 1 Type 2 Boundary conditions Additional reinforcement Working Load Design load V Rd f min c 1, min c 2, min h ges Ø d a b c 6.0 kn 8.10 kn 70 50 110 335 6 24 250 13 8.5 kn 11.48 kn 70 100 125 335 6 24 250 13 13.5 kn 18.23 kn 80 125 125 340 8 32 250 22 16.0 kn 21.60 kn 80 175 175 390 8 32 300 22 22.0 kn 29.70 kn 90 200 200 525 8 32 400 22 38.0 kn 51.30 kn 100 200 200 630 10 40 500 30 48.0 kn 64.80 kn 115 225 225 685 12 48 500 33 70.0 kn 94.50 kn 125 225 225 805 12 48 600 35 Additional reinforcement 11-7

Precast Panel Suspension System Working Load Design load V Rd Connection angle at wall distance b in mm Ø d Dim.Dowel Working Load Design load V 60 70 80 90 100 110 120 130 140 150 160 >160 Rd Ø d Dim.Dowel [ - ] Single bolt type for wall fixing, 60Type 70FB-HO1 80 90 100 110 120 130 140 150 160 >160 6.0 kn 8.10 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 [ - M10 ] Connection angle at wall distance b in mm The upper 6.08.5 mounting kn kn is 8.10 11.48 fixed kn knto the 18.0 18.0 concrete 21.5 21.5 25.0 frame 25.0 25.0 25.0 with 25.0 25.0 a 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 1214 drilled bolt 8.5 13.5 kn or kna cast-in 11.48 18.23 channel. kn kn 18.0 16.0 21.5 18.5 25.0 21.5 25.0 24.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 1418 Please refer 13.5 16.0 kn to knthe table 18.23 21.60 for kn kn the dimensions. 16.0 14.0 18.5 16.5 21.5 19.0 24.0 22.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 18 18 M10 M12 M12 M16 M16 M16 16.0 22.0 kn kn 21.60 29.70 kn kn 14.0 13.0 16.5 15.0 19.0 17.5 22.0 20.0 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 18 18/22 M16/M20 Product 22.0 38.0 information kn kn 29.70 51.30 kn kn 13.0-15.0 14.0 17.5 16.0 20.0 18.0 22.5 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18/22 22 M16/M20M20 38.0 kn 51.30 kn Load range: 48.0 kn6.0 70.0 64.80 kn kn - - 14.0-16.0-18.0-20.0 14.5 22.5 17.0 22.5 18.0 22.5 19.0 22.5 20.0 22.5 20.0 22.5 20.0 22.5 20.0 22 22 M20 M20 48.0 70.0 kn kn 64.80 94.50 kn kn - - - - - - - - 14.5-17.0 13.5 18.0 15.0 19.0 16.0 20.0 17.5 20.0 18.5 20.0 19.5 20.0 20.0 2226 M20 M24 Cavity: up to 500 mm 70.0 kn 94.50 kn - - - - - 13.5 15.0 16.0 17.5 18.5 19.5 20.0 26 M24 Please refer to page 12 for more information about the installation part. Material: approved stainless steel Please refer to page 12 for more information about the installation part. Certificate: technical approval Fixing angle allowable variance ±5 CFS-FB-HO1 CFS-FB-HO1 CFS-FB-HO1 Connection angle at wall distance b in mm Working Load Design load V Rd Dim.Dowel 60 70 80 90 100 110 120 130 140 150 160 >160 Ø d [ - ] 6.0 kn 8.10 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 M10 8.5 kn 11.48 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 M12 13.5 kn 18.23 kn 16.0 18.5 21.5 24.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 18 M16 16.0 kn 21.60 kn 14.0 16.5 19.0 22.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 18 M16 22.0 kn 29.70 kn 13.0 15.0 17.5 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18/22 M16/M20 38.0 kn 51.30 kn - 14.0 16.0 18.0 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22 M20 48.0 kn 64.80 kn - - - - 14.5 17.0 18.0 19.0 20.0 20.0 20.0 20.0 22 M20 70.0 kn 94.50 kn - - - - - 13.5 15.0 16.0 17.5 18.5 19.5 20.0 26 M24 1 Please For more refer to page information 12 more information please about see the page installation 11-12 part. or contact us. MOSO PRECAST PANEL SUSPENSION SYSTEM Front view Side view Top view 11-8

Precast Panel Suspension System 16.0 kn 21.60 kn 14.0 16.5 19.0 22.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 22.0 kn 29.70 kn 13.0 15.0 17.5 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18 38.0 kn 51.30 kn - 14.0 16.0 18.0 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18 48.0 kn 64.80 kn - - - - 14.5 17.0 18.0 19.0 20.0 20.0 20.0 20.0 18 70.0 kn 94.50 kn - - - - - 13.5 15.0 16.0 17.5 18.5 19.5 20.0 22 CFS-FB-HO2 Double bolt type for wall fixing, CFS-FB-HO2 Connection angle angle at wall at wall distance b in b mm in mm Dimensions The double Working slotted load load bracket Design Design of the upper part is fastened load load V Ø d j a to the in-situ concrete with Rd V Ø d j a Dowel Dowel two Rd 60drilled 70 bolts 70 80 or 80 a 90cast 100 in 100110110120120130130140140150150160160 >160 >160 [ - ] [ - ] channel. 6.0 6.0 kn kn 8.10 8.10 kn kn 18.0 18.0 21.5 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 10 20 20 100 100 M8 M8 Please refer 8.5 to 8.5 knthe table 11.48 11.48 for kn the kn 18.0 dimensions. 18.0 21.5 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 12 20 20 100 100M10M10 13.5 13.5 kn kn 18.23 18.23 kn kn 16.0 16.0 18.5 18.5 21.5 21.5 24.0 24.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 14 25 25 115 115M12M12 Product information 16.0 16.0 kn kn 21.60 21.60 kn kn 14.0 14.0 16.5 16.5 19.0 19.0 22.0 22.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 14 Load range: 22.0 22.0 kn 6.0 kn 70.0 29.70 29.70 kn kn 13.0 13.0 15.0 15.0 17.5 17.5 20.0 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18 18 25 25 115 115M12M12 30 30 130 130M16M16 38.0 38.0 kn kn 51.30 51.30 kn kn - - 14.0 14.0 16.0 16.0 18.0 18.0 20.0 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18 18 40 40 150 150M16M16 Cavity: up to 500 mm 48.0 48.0 kn kn 64.80 64.80 kn kn - - - - - - - - 14.5 14.5 17.0 17.0 18.0 18.0 19.0 19.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 18 18 40 40 180 180M16M16 Material: 70.0 approved 70.0 kn kn 94.50 stainless 94.50 kn kn steel - - Certificate: technical approval - - - - - - - - 13.5 13.5 15.0 15.0 16.0 16.0 17.5 17.5 18.5 18.5 19.5 19.5 20.0 20.0 22 22 60 60 205 205M20M20 Fixing angle allowable variance ±5 Technical data CFS-FB-HO2 Working load Connection angle at wall distance b in mm Dimensions Design load V Ø d j a Rd 60 70 80 90 100 110 120 130 140 150 160 >160 6.0 kn 8.10 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 20 100 M8 8.5 kn 11.48 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 20 100 M10 13.5 kn 18.23 kn 16.0 18.5 21.5 24.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 25 115 M12 16.0 kn 21.60 kn 14.0 16.5 19.0 22.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 25 115 M12 22.0 kn 29.70 kn 13.0 15.0 17.5 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18 30 130 M16 38.0 kn 51.30 kn - 14.0 16.0 18.0 20.0 22.5 22.5 22.5 22.5 22.5 22.5 22.5 18 40 150 M16 48.0 kn 64.80 kn - - - - 14.5 17.0 18.0 19.0 20.0 20.0 20.0 20.0 18 40 180 M16 70.0 kn 94.50 kn - - - - - 13.5 15.0 16.0 17.5 18.5 19.5 20.0 22 60 205 M20 1 For more information please see page 11-12 or contact us. Dowel [ - ] Front view Side view Top view 11-9

Precast Panel Suspension System 22.0 kn 29.70 kn 12.5 14.5 16.5 18.0 20.5 22.5 22.5 22.5 22.5 22.5 22.5 38.0 kn 51.30 kn - 12.5 15.0 16.5 18.5 20.5 22.5 22.5 22.5 22.5 22.5 48.0 kn 64.80 kn - - - - 15.0 16.0 17.0 18.5 20.0 20.0 20.0 70.0 kn 94.50 kn - - - - - 14.0 15.0 16.0 17.0 18.0 19.0 CFS-FB-HO2A Connection angle at wall Dimensions Working Design distance b in mm CFS-FB-HO1A load load V Ø d j a c 60 70 80 90 100 110 120 130 140 150 160 >160 min Dowel Rd [ - ] Design load Connection angle at wall distance b in mm Dimensions Single bolt 6.0 Working kn type load 8.10 for kn top 18.0 of slab 21.5 fixing, 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 20 100 80 M8 V Ø d c 60 70 80 90 100 110 120 130 140 150 160 >160 min Dowel Type CFS-FB-HO1A 8.5 kn 11.48 kn 15.5 Rd 19.0 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 20 100 85 M8 [ - ] The upper 13.5 mounting kn 6.0 kn 18.23 kn is fixed 14.5 8.10 to 17.0 knthe concrete 19.5 18.0 22.5 21.5 frame 25.0 25.0 with 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 25.0 20 115 12 85 45 M10 M10 a drilled 16.0 bolt kn 8.5 or a kn 21.60 cast-in kn 13.0 channel. 11.48 15.0 kn 17.0 15.5 19.5 19.0 22.5 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 25.0 20 115 12 90 60 M10 M10 Please refer 22.0 to 13.5 knthe kn 29.70 table kn for 12.5 18.23 the 14.5 kn dimensions. 16.5 14.5 18.0 17.0 20.5 19.5 22.5 22.5 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 25.0 12 25.0 20 130 14 90 60 M10 M12 38.0 16.0 kn kn 51.30 kn 21.60-12.5 kn 15.0 13.0 16.5 15.0 18.5 17.0 20.5 19.5 22.5 22.5 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 22.5 25.0 25.0 14 25.0 40 150 14 125 65 M12 M12 Product 48.0 information 22.0 kn kn 64.80 kn 29.70 - kn- 12.5-14.5-15.0 16.5 16.0 18.0 17.0 20.5 18.5 22.5 20.0 22.5 20.0 22.5 20.0 22.5 20.0 22.5 22.5 18 22.5 40 180 14 160 65 M16 M12 38.0 kn 51.30 kn - 12.5 15.0 16.5 18.5 20.5 22.5 22.5 22.5 22.5 22.5 22.5 18 80 M16 Load range: 70.0 kn6.0 94.50 70.0 kn kn - - - - - 14.0 15.0 16.0 17.0 18.0 19.0 20.0 18 40 205 180 M16 48.0 64.80 kn - - - - 15.0 16.0 17.0 18.5 20.0 20.0 20.0 20.0 18 90 M16 Cavity: up to 500 mm 70.0 kn 94.50 kn - - - - - 14.0 15.0 16.0 17.0 18.0 19.0 20.0 22 120 M20 Material: approved stainless steel Certificate: technical approval Fixing angle allowable variance ±5 Technical data CFS-FB-HO1A Working load Design load Connection angle at wall distance b in mm Dimensions V Rd 60 70 80 90 100 110 120 130 140 150 160 >160 Ø d c min Dowel [ - ] 6.0 kn 8.10 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 45 M10 8.5 kn 11.48 kn 15.5 19.0 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 60 M10 13.5 kn 18.23 kn 14.5 17.0 19.5 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 60 M12 16.0 kn 21.60 kn 13.0 15.0 17.0 19.5 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 14 65 M12 22.0 kn 29.70 kn 12.5 14.5 16.5 18.0 20.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 14 65 M12 38.0 kn 51.30 kn - 12.5 15.0 16.5 18.5 20.5 22.5 22.5 22.5 22.5 22.5 22.5 18 80 M16 48.0 kn 64.80 kn - - - - 15.0 16.0 17.0 18.5 20.0 20.0 20.0 20.0 18 90 M16 70.0 kn 94.50 kn - - - - - 14.0 15.0 16.0 17.0 18.0 19.0 20.0 22 120 M20 MOSO PRECAST PANEL SUSPENSION SYSTEM 1 For more information please see page 11-13 or contact us. Edge protection profile Washer acc. to DIN EN ISO 7093 (DIN 9021) Front view Side view Top view 11-10

Precast Panel Suspension System 16.0 kn 21.60 kn 13.0 15.0 17.0 19.5 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 20 22.0 kn 29.70 kn 12.5 14.5 16.5 18.0 20.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 12 20 38.0 kn 51.30 kn - 12.5 15.0 16.5 18.5 20.5 22.5 22.5 22.5 22.5 22.5 22.5 14 40 48.0 kn 64.80 kn - - - - 15.0 16.0 17.0 18.5 20.0 20.0 20.0 20.0 18 40 70.0 kn 94.50 kn - - - - - 14.0 15.0 16.0 17.0 18.0 19.0 20.0 18 40 CFS-FB-HO2A CFS-FB-HO2A Working Working Connection Connection angle at angle wall distance at wall distance b in mm b in mm Dimensions Dimensions Design Design load load load V Ø d j a c Double bolt type for 60top 70 of slab 80 fixing, 90 100 110 120 130 140 150 160 >160 min Rd load V Ø d j a Dowel c 60 70 80 90 100 110 120 130 140 150 >160 min Rd [ - ] [ - ] Type 6.0 CFS-FB-HO2 kn 6.0 8.10 kn kn 8.10 18.0 kn21.5 18.0 25.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 25.0 2010 10020 80 100 M880 M8 The double 8.5 kn bolt 8.5 11.48 knbracket kn11.48 15.5 of kn19.0 the 15.5 upper 22.5 19.0 part 25.0 22.5 is fastened 25.0 25.0 to the 25.0 25.0 25.0 25.0 25.0 25.0 10 25.0 2010 10020 85 100 M885 M8 in-situ 13.5 concrete kn 13.5 18.23 kn with kn18.23 two 14.5 kndrilled 17.0 14.5 bolts 19.5 17.0 or 22.5 19.5 a cast 25.0 22.5 in channel. 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 25.0 2012 Please 16.0 refer kn 16.0 21.60 to the kn kntable 21.60 13.0 kn for 15.0 13.0 the 17.0 dimensions. 15.0 19.5 17.0 22.5 19.5 25.0 22.5 25.0 25.0 25.0 25.0 25.0 25.0 12 25.0 2012 22.0 kn 22.0 29.70 kn kn29.70 12.5 kn14.5 12.5 16.5 14.5 18.0 16.5 20.5 18.0 22.5 20.5 22.5 22.5 22.5 22.5 22.5 22.5 12 22.5 2012 11520 11520 13020 85 115 M1085 90 115 M1090 90 130 M1090 M10 M10 M10 Product 38.0 kninformation 38.0 51.30 kn51.30 - kn12.5-15.0 12.5 16.5 15.0 18.5 16.5 20.5 18.5 22.5 20.5 22.5 22.5 22.5 22.5 22.5 14 22.5 4014 15040 125 150 M125 M12 Load 48.0 range: kn 48.0 64.80 6.0 kn kn 64.80 70.0 - kn kn - - - - - - 15.0-16.0 15.0 17.0 16.0 18.5 17.0 20.0 18.5 20.0 20.0 20.0 18 20.0 4018 18040 160 180 M160 M16 70.0 kn 70.0 94.50 kn kn94.50 - kn Cavity: up to 500 mm - - - - - - - - 14.0-15.0 14.0 16.0 15.0 17.0 16.0 18.0 17.0 19.0 18.0 20.0 19.0 18 20.0 4018 20540 180 205 M16 180 M16 Material: approved stainless steel Certificate: technical approval Fixing angle allowable variance ±5 Dowel Technical data Working load 1 For more information please see page 11-13 or contact us. CFS-FB-HO2A Connection angle at wall distance b in mm Dimensions Design load V Ø d j Rd 60 70 80 90 100 110 120 130 140 150 160 >160 a c min Dowel [ - ] 6.0 kn 8.10 kn 18.0 21.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 20 100 80 M8 Edge protection profile 8.5 kn 11.48 kn 15.5 19.0 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 10 20 100 85 M8 13.5 kn 18.23 kn 14.5 17.0 19.5 22.5 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 12 20 115 85 M10 Washer acc. to 16.0 kn 21.60 kn 13.0 15.0 17.0 19.5 22.5 25.0 25.0 25.0 25.0 25.0 DIN 25.0 EN ISO 25.0 7093 (DIN 9021) 12 20 115 90 M10 22.0 kn 29.70 kn 12.5 14.5 16.5 18.0 20.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 12 20 130 90 M10 38.0 kn 51.30 kn - 12.5 15.0 16.5 18.5 20.5 22.5 22.5 22.5 22.5 22.5 22.5 14 40 150 125 M12 48.0 kn 64.80 kn - - - - 15.0 16.0 17.0 18.5 20.0 20.0 20.0 20.0 18 40 180 160 M16 70.0 kn 94.50 kn - - - - - 14.0 15.0 16.0 17.0 18.0 19.0 20.0 18 40 205 180 M16 Edge protection Edge protection profile profile Edge protection profile Washer acc. Washer to acc. to Washer acc. to DIN EN ISO DIN 7093 EN (DIN ISO 9021) 7093 (DIN 9021) DIN EN ISO 7093 (DIN 9021) Front view Side view Top view 11-11

ze Precast Panel Suspension System Single and double bolt wall fixed anchors - overview Technical data CFS-FB-H1 / CFS-FB-H2 285 25.0 280 25.0 285 25.0 285 25.0 315 22.5 320 22.5 375 19.0 45 305 Working 25.0 load 305 25.0 6.0 kn 305 8.5 kn25.0 13.5 kn 310 16.0 25.0 kn 340 22.0 kn22.5 38.0 kn 340 48.0 22.5 kn 385 70.0 kn20.0 45 Design load V Rd 8.10 kn 11.48 kn 18.23 kn 21.60 kn 29.70 kn 51.30 kn 64.80 kn 94.50 kn Cavity b 350 25.0 345 25.0 350 25.0 350 25.0 390 22.5 390 22.5 435 20.0 45 60 185 18.0 185 18.0 210 16.0 240 14.0 260 13.0 - - - - - - 70 180 21.5 180 21.5 210 18.5 235 16.5 260 15.0 285 14.0 - - - - 80 175 25.0 175 25.0 205 21.5 230 19.0 255 17.5 285 16.0 - - - - 90 200 25.0 195 25.0 200 24.0 225 22.0 250 20.0 280 18.0 - - - - 100 220 25.0 215 25.0 220 25.0 220 25.0 245 22.5 275 20.0 380 14.5 - - 110 240 25.0 240 25.0 240 25.0 245 25.0 270 22.5 270 22.5 365 17.0 450 13.5 120 265 25.0 260 25.0 265 25.0 265 25.0 290 22.5 295 22.5 365 18.0 450 15.0 130 285 25.0 280 25.0 285 25.0 285 25.0 315 22.5 320 22.5 375 19.0 450 16.0 140 305 25.0 305 25.0 305 25.0 310 25.0 340 22.5 340 22.5 385 20.0 450 17.5 150 325 25.0 325 25.0 325 25.0 330 25.0 365 22.5 365 22.5 410 20.0 450 18.5 160 350 25.0 345 25.0 350 25.0 350 25.0 390 22.5 390 22.5 435 20.0 450 19.5 170 370 25.0 370 25.0 370 25.0 375 25.0 410 22.5 415 22.5 465 20.0 465 20.0 180 390 25.0 390 25.0 390 25.0 395 25.0 435 22.5 440 22.5 490 20.0 495 20.0 190 415 25.0 410 25.0 415 25.0 415 25.0 460 22.5 460 22.5 520 20.0 520 20.0 200 435 25.0 430 25.0 435 25.0 440 25.0 485 22.5 485 22.5 545 20.0 550 20.0 210 455 25.0 450 25.0 455 25.0 460 25.0 510 22.5 505 22.5 570 20.0 575 20.0 M8220 M10 475 25.0 475 M12 25.0 475 25.0 M16 480 25.0 535 M16 22.5 530 22.5 M20 595 20.0 600 M24 20.0 230 495 25.0 495 25.0 500 25.0 500 25.0 560 22.5 555 22.5 620 20.0 625 20.0 13 240 17 520 25.0 515 19 25.0 520 25.0 24 520 25.0 580 24 22.5 580 22.5 30 650 20.0 655 20.0 36 250 540 25.0 540 25.0 540 25.0 540 25.0 605 22.5 605 22.5 675 20.0 680 20.0 Cast in part FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB-HE-38.0 FB-HE-48.0 FB-HE-70.0 Threaded rod Metric spanner size 185 18.0 185 18.0 210 16.0 240 14.0 260 13.0 - - - - - 180 21.5 180 21.5 210 18.5 235 16.5 260 15.0 285 14.0 - - - 175 25.0 175 25.0 205 21.5 230 19.0 255 17.5 285 16.0 - - - 200 25.0 195 25.0 200 24.0 225 22.0 250 20.0 280 18.0 - - - 220 25.0 215 25.0 220 25.0 220 25.0 245 22.5 275 20.0 380 14.5-240 25.0 240 25.0 240 25.0 245 25.0 270 22.5 270 22.5 365 17.0 45 265 25.0 260 25.0 265 25.0 265 25.0 290 22.5 295 22.5 365 18.0 45 325 25.0 325 25.0 325 25.0 330 25.0 365 22.5 365 22.5 410 20.0 45 370 25.0 370 25.0 370 25.0 375 25.0 410 22.5 415 22.5 465 20.0 46 390 25.0 390 25.0 390 25.0 395 25.0 435 22.5 440 22.5 490 20.0 49 415 25.0 410 25.0 415 25.0 415 25.0 460 22.5 460 22.5 520 20.0 52 435 25.0 430 25.0 435 25.0 440 25.0 485 22.5 485 22.5 545 20.0 55 455 25.0 450 25.0 455 25.0 460 25.0 510 22.5 505 22.5 570 20.0 57 475 25.0 475 25.0 475 25.0 480 25.0 535 22.5 530 22.5 595 20.0 60 495 25.0 495 25.0 500 25.0 500 25.0 560 22.5 555 22.5 620 20.0 62 520 25.0 515 25.0 520 25.0 520 25.0 580 22.5 580 22.5 650 20.0 65 540 25.0 540 25.0 540 25.0 540 25.0 605 22.5 605 22.5 675 20.0 68 FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB-HE-38.0 FB-HE-48.0 FB M8 M10 M12 M16 M16 M20 M24 M27 13 17 19 24 24 30 36 41 h [mm MOSO PRECAST PANEL SUSPENSION SYSTEM Single bolt wall fixed anchor Double bolt wall fixed anchor 11-12

Cavity b Precast Panel Suspension System Single and double bolt top of slab fixed anchors - overview Technical data CFS-FB-H1A / CFS-FB-H2A 140 285 25.0 280 25.0 280 25.0 285 25.0 315 22.5 315 Working 150 load 6.0 kn 3058.5 kn25.0 13.5305 kn 25.0 16.0 kn 305 22.0 kn 25.0 38.0305 kn 25.0 48.0 kn 335 70.0 kn22.5 335 Design load V Rd 8.10 kn 11.48 kn 18.23 kn 21.60 kn 29.70 kn 51.30 kn 64.80 kn 94.50 kn Cavity b A A A A 170 350 25.0 350 25.0 345 25.0 345 25.0 385 22.5 385 60 170 18.0 195 15.5 210 14.5 240 13.0 250 12.5 - - - - - - 70 165 21.5 190 19.0 210 17.0 240 15.0 250 14.5 280 12.5 - - - - 80 160 25.0 180 22.5 210 19.5 240 17.0 250 16.5 275 15.0 - - - - 90 180 25.0 175 25.0 205 22.5 240 19.5 255 18.0 275 16.5 - - - - 100 200 25.0 195 25.0 200 25.0 230 22.5 250 20.5 275 18.5 335 15.0 - - 110 220 25.0 220 25.0 220 25.0 220 25.0 240 22.5 270 20.5 345 16.0 400 14.0 120 245 25.0 240 25.0 240 25.0 240 25.0 265 22.5 265 22.5 360 17.0 405 15.0 130 265 25.0 260 25.0 260 25.0 260 25.0 290 22.5 290 22.5 355 18.5 415 16.0 140 285 25.0 280 25.0 280 25.0 285 25.0 315 22.5 315 22.5 355 20.0 420 17.0 150 305 25.0 305 25.0 305 25.0 305 25.0 335 22.5 335 22.5 380 20.0 425 18.0 160 330 25.0 325 25.0 325 25.0 325 25.0 360 22.5 360 22.5 410 20.0 430 19.0 170 350 25.0 350 25.0 345 25.0 345 25.0 385 22.5 385 22.5 440 20.0 435 20.0 180 370 25.0 370 25.0 365 25.0 370 25.0 410 22.5 410 22.5 465 20.0 460 20.0 190 395 25.0 390 25.0 385 25.0 390 25.0 435 22.5 435 22.5 495 20.0 490 20.0 200 415 25.0 415 25.0 410 25.0 410 25.0 460 22.5 460 22.5 520 20.0 520 20.0 210 440 25.0 435M8 25.0 435 25.0 M10 435 25.0 485M12 22.5 475 22.5 M16 550 20.0 545M16 20.0 220 460 25.0 460 25.0 455 25.0 455 25.0 510 22.5 500 22.5 575 20.0 575 20.0 230 480 25.0 4801325.0 480 25.0 17475 25.0 5351922.5 525 22.5 24605 20.0 600 24 20.0 240 505 25.0 500 25.0 500 25.0 495 25.0 555 22.5 550 22.5 630 20.0 630 20.0 250 525 25.0 525 25.0 520 25.0 520 25.0 580 22.5 575 22.5 660 20.0 655 20.0 Cast in part Threaded rod Metric spanner size 60 170 18.0 195 15.5 210 14.5 240 13.0 250 12.5-70 165 21.5 190 19.0 210 17.0 240 15.0 250 14.5 280 80 160 25.0 180 22.5 210 19.5 240 17.0 250 16.5 275 90 180 25.0 175 25.0 205 22.5 240 19.5 255 18.0 275 100 200 25.0 195 25.0 200 25.0 230 22.5 250 20.5 275 110 220 25.0 220 25.0 220 25.0 220 25.0 240 22.5 270 120 245 25.0 240 25.0 240 25.0 240 25.0 265 22.5 265 130 265 25.0 260 25.0 260 25.0 260 25.0 290 22.5 290 160 330 25.0 325 25.0 325 25.0 325 25.0 360 22.5 360 180 370 25.0 370 25.0 365 25.0 370 25.0 410 22.5 410 190 395 25.0 390 25.0 385 25.0 390 25.0 435 22.5 435 200 415 25.0 415 25.0 410 25.0 410 25.0 460 22.5 460 210 440 25.0 435 25.0 435 25.0 435 25.0 485 22.5 475 220 460 25.0 460 25.0 455 25.0 455 25.0 510 22.5 500 230 480 25.0 480 25.0 480 25.0 475 25.0 535 22.5 525 240 505 25.0 500 25.0 500 25.0 495 25.0 555 22.5 550 250 525 25.0 525 25.0 520 25.0 520 25.0 580 22.5 575 Cast in part FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB- Threaded rod Metric spanner size FB-HE-6.0 FB-HE-8.5 FB-HE-13.5 FB-HE-16.0 FB-HE-22.0 FB-HE-38.0 FB-HE-48.0 FB-HE-70.0 M8 M10 M12 M16 M16 M20 M24 M27 13 17 19 24 24 30 36 41 A A A A [mm Single bolt top of slab fixed anchor Double bolt top of slab fixed anchor 11-13

Assembly Instructions CFS-FB-H 1.1 Components of precast panel part Type 1 The precast part with load range 6.0 kn 22.0 kn consists of a MOS anchor channel two T-head bolts and two end plates for connecting the reinforcement loops. The MOS anchor channel contains a recess unit made of PE foam. 1.2 Components of precast panel part Type 2 The precast part with load range 38.0 kn 70.0 kn consists of a bracket, two T-head bolts and two end plates for connecting the reinforcement loops. 3.1 Attaching to the formwork The cast in part can be attached to the formwork with the help of two nails. There are two nail holes on the back of the MOS channel for this purpose. This enables casting flush with the concrete surface. 2.1 Assembly of the reinforcement Additional U bars 2.2 Assembly of the reinforcement Additional U bars 3.2 Attaching to the formwork The Type 2 cast in part can be fixed to the formwork with the projecting stud. MOSO PRECAST PANEL SUSPENSION SYSTEM Working load T inst [Nm] Connection bolt Working load T inst [Nm] Connection bolt Width across flat 6.0 kn 15 M10 17 Width across flat 8.5 kn 25 M12 19 6.0 kn 15 M10 17 13.5 kn 60 M16 24 Connection Width across Working 8.5 knload T inst 25 [Nm] M12 19 16.0 kn 60 M16 24 bolt flat Working load 13.5 Connection Width across T inst [Nm] 22.0 kn 120 M20 30 Working 6.0 kn kn 60 load T inst [Nm] 15 Connection M16 M10 Width across 17 24 bolt bolt flat flat 16.0 38.0 kn 240 M20 30 6.0 kn8.5 kn kn 60 15 25 M16 6.0 kn 15 M10 M12 M10 17 19 24 17 48.0 kn 240 M20 30 8.5 kn13.5 22.0 kn kn 120 8.5 kn 25 60 25 M12 M16 M20 M12 19 24 30 19 13.5 kn16.0 38.0 kn kn 240 60 60 M16 M16 M20 24 24 30 70.0 kn 420 M24 36 13.5 kn 60 M16 24 16.0 16.0 kn22.0 48.0 kn kn kn 60 120 240 60 M16 M20 M20 M16 24 30 30 24 22.0 22.0 kn38.0 70.0 kn kn kn 120 240 420 120 M20 M20 M24 M20 30 30 36 30 11-14 38.0 38.0 kn48.0 kn kn 240 240 240 M20 M20 M20 30 30 30 48.0 48.0 kn70.0 kn kn 240 420 240 M20 M24 M20 30 36 30

4.1 Attaching the suspension system to the precast panel - Type 1 The installation part of the suspension system consists of an upper part (available in four different designs) and a middle part (available in two different designs). The hanger is delivered completely pre-assembled. Prior to installing the suspension anchor, the channel filler must be removed from the MOS anchor channel. Then the hanger is connected to the cast-in part with the aid of an MHH T-bolt, washer and hexagon nut. The anchor channel allows for horizontal adjustment. The tightening torques indicated in the table on page 11-14 must be adhered to. 4.2 Attaching the suspension system to the precast panel - Type 2 The installation part of the suspension system consists of an upper part (available in four different designs) and a middle part (available in two different designs). The hanger is delivered completely pre-assembled. The hanger is connected to the mounting part with the aid of a washer and a hexagon nut. The tightening torques indicated in the table on page 11-14 must be adhered to. Recess unit Recess unit 5.1 Attaching suspension system to the in-situ concrete - Single fixing The upper part of the suspension system is fastened to the in-situ concrete with an officially approved through bolt or a cast-in channel. The tightening torques must be taken from the relevant approvals and must be adhered to. Recess unit Recess unit A vertical adjustment of the precast part can be made by means of the adjustment of the hexagon nut on the threaded rod. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote can be ordered separately). Height adjustment not to be taken under load. 5.2 Attaching suspension system to the in-situ concrete - Double fixing The upper part of the suspension system is fastened to the in-situ concrete with an officially approved through bolt or a cast-in channel. The tightening torques must be taken from the relevant approvals and must be adhered to. The slots in the upper part allow for a horizontal adjustment. A vertical adjustment of the precast part can be made by means of the adjustment of the hexagon nut on the threaded rod. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote can be ordered separately). Height adjustment not to be taken under load. 11-15

Parapet anchor Standard design CFS-FB-E For connecting upstand/downstand parapets to slabs The MOSO precast fixing CFS-FB-E is a anchor for supporting parapet elements. In order to achieve a uniform distribution of load, each concrete element is braced with at least two anchors. When using more than two anchors, the design with adjusting screw must be used The parapet anchor is fastened to the in-situ concrete with an officially approved through bolt or a cast in channel. Please refer to the table for the dimensions. Product information Types: 1 8 Wall thicknesses: up to 200 mm (> on request) Material: approved stainless steel Certification: structural analysis Profile cross-section Compression packer piece For upstand situation FB-E Serrated plate Slotted shim MOSO PRECAST PANEL SUSPENSION SYSTEM FB-E FB-EA c b h t 1 102 62 45 3 Serrated plate 2 106 62 48 3 3 126 76 55 4 4 134 76 66 4 5 138 78 70 5 6 148 78 83 5 Compression packer piece Slotted shim 7 160 80 84 6 8 190 90 85 8 For downstand situation FB-EA 11-16

Technical data Standard lengths L in mm with cavity b 0 40 mm 50 100 mm 110 140 mm 1 Select accessories set 2 with size M16 150 200 mm LL 1 400 450 500 600 18 x 80 70 100 Ø 10 40 350 2 450 500 550 650 18 x 80 72 100 Ø 10 40 400 3 500 550 600 700 18 x 80 82 110 Ø 12 50 450 4 550 600 650 750 18 x 80 92 120 Ø 14 60 500 5 550 600 650 750 22 x 80 102 130 Ø 14 70 525 6 600 650 700 800 22 x 80 108 135 Ø 16 75 600 7 650 700 750 850 22 x 80 123 150 Ø 16 90 625 8 700 750 800 900 22 x 80 125 150 Ø 20 90 700 Max. CFS-FB-E / CFS-FB-EA Longitudinal hole Anchoring depth t e Accessories for parapet system Panel thickness f min d s Reinforcement i W t = 3 mm W t = 6 mm Tooth. W t = 5 mm PDP size Length SH Ø Length SH Ø Length RH Ø Length 1 M12 50 13 50 13 34 13 70 5 2 M16 65 17 65 17 40 17 70 5 3 M16 65 17 65 17 40 17 70 5 4 M16 65 17 65 17 40 17 70 5 5 M20 90 21 90 21 45 21 90 5 6 M20 90 21 90 21 45 21 90 5 7 M20 90 21 90 21 45 21 90 5 8 M20 90 21 90 21 45 21 90 5 l b t 11-17

Parapet anchor with adjustment CFS-FB-EJ The MOSO precast fixing FB-EJ is a parapet anchor for parapet elements. The system allows for the quick and easy adjusment of structural tolerances using the height adjusting screw. In order to achieve Adjusting a uniform distribution Serrated of load, screw each concrete element is braced with at least washertwo anchors. When using more than two anchors, a uniform distribution of load must also be ensured. The parapet anchor is fastened to the in-situ concrete with officially approved through bolts or a cast in channel. Please refer to the table for the dimensions. Pressure Product distribution information plate Slotted Types: 1 Adjusting 8 washer Serrated screw Wall thicknesses: up to 200 mm (> on washer request) Material: approved stainless steel Certification: structural analysis FB-EJ FB-EJA Pressure distribution plate c b Slotted washer h t 1 102 62 45 3 FB-EJ FB-EJA Adjusting screw Pressure distribution plate c Serrated plate 2 106 62 48 3 Adjusting Serrated screw washer 3 126 76 55 4 6 148Pressure distribution plate 78 83 5 7 160 80 84 Slotted 6 For upstand situation FB-EJ washer 8 190 90 85 8 Serrated plate Adjusting screw b Serrated washer Slotted washer h t 1 102 62 45 3 4 134 76 66 4 5 138 78 70 5 Serrated washer MOSO PRECAST PANEL SUSPENSION SYSTEM 2 106 62 48 3 3 126 Adjusting 76 55 4 Serrated screw washer 4 134 76 66 4 5 138 78 70 5 6 148 78 83 5 7 Pressure distribution 160 plate 80 84 6 Slotted 8 190 90 85 washer 8 Pressure distribution plate For downstand situation FB-EJA Slotted washer FB-EJ FB-EJA c b h t 11-18 1 102 62 45 3

Technical data Standard lengths L in mm with wall distance b 0 40 mm 50 100 mm 110 140 mm 150 200 mm LL 1 400 450 500 600 18 x 80 70 100 Ø 10 40 350 2 450 500 550 650 18 x 80 72 100 Ø 10 40 400 3 500 550 600 700 18 x 80 82 110 Ø 12 50 450 4 550 600 650 750 18 x 80 92 120 Ø 14 60 500 5 550 600 650 750 22 x 80 102 130 Ø 14 70 525 6 600 650 700 800 22 x 80 108 135 Ø 16 75 600 7 650 700 750 850 22 x 80 123 150 Ø 16 90 625 8 700 750 800 900 22 x 80 125 150 Ø 20 90 700 Max. mounting size CFS-FB-EJ / CFS-FB-EJA t e Accessories for parapet system f min d s i W t = 3 mm W t = 6 mm Tooth. W t = 5 mm PDP Length SH Ø Length SH Ø Length RH Ø Length 1 M12 50 13 50 13 34 13 70 5 M16 2 M16 65 17 65 17 40 17 70 5 M16 3 M16 65 17 65 17 40 17 70 5 M20 4 M16 65 17 65 17 40 17 70 5 M24 5 M20 90 21 90 21 45 21 90 5 M30 6 M20 90 21 90 21 45 21 90 5 M30 7 M20 90 21 90 21 45 21 90 5 M30 8 M20 90 21 90 21 45 21 90 5 M30 1 Select accessories set 2 with size M16 Longitudinal hole Anchoring depth Panel thickness Reinforcement t l b Pressure screw 11-19

Assembly instructions CFS-FB-E CFS-FB-E: Through bolt fixing Installing the parapet anchor in the precast concrete unit The parapet anchor is installed in the precast concrete unit in such a way that the rear reinforcement bars have a concrete cover towards the inside of the precast part of at least 25mm. The reinforcement bars must have sufficient concrete cover all around. Please note the following during installation: The height of the parapet anchor depends on the mounting level of the top side of the slab. The lower edge of the profile should be Δh = 5 10 mm above level so that there is enough clearance for the adjustment. If the parapet anchor is mounted in a recess, as shown in the sketches, the setting position depends on the level of the lower edge of this recess plus the measurement Δh. CFS-FB-E: Cast in channel fixing Installing the parapet anchor on the slab The parapet anchor is fastened to the slab with an officially approved through bolt or a cast-in channel. Height adjustment can be made on the U profile by means of the included slotted washers. To do this, the associated accessories of the relevant anchor must be used according to the table. MOSO PRECAST PANEL SUSPENSION SYSTEM 11-20

Assembly instructions CFS-FB-EJ CFS-FB-EJ: Through bolt fixing CFS-FB-EJ: Cast in channel fixing Mounting the parapet anchor in the precast concrete unit The parapet anchor is installed in the precast concrete unit in such a way that the rear reinforcement bars have a concrete cover towards the inside of the precast part of at least 25mm. The reinforcement bars must have sufficient concrete cover all around. Please note the following during installation: The height of the mounting part depends on the mounting level of the parapet anchor on the upper edge of the slab. The lower edge of the profile should be Δh = 15 25 mm above this mounting level so that there is enough clearance for the adjustment. If the parapet anchor is mounted in a recess, as shown in the sketches, the mounting measurement depends on the lower edge of this recess plus the measurement Δh. Installing the parapet anchor on the slab The parapet anchor is fastened to the slab with an officially drilled bolt or a cast in channel. A height adjusment can be made by means of the included slotted washers as well as with the adjusting screw on the pressure bearing. To do this, the correct parts of the relevant anchor must be used according to the table. The pressure distribution plate is shimmed at the lower end of the screw in such a way that the screw is located in the recess of the plate. The hexagon bolt may only be rotated manually to adjust the height, during which the precast part must not be under load. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote ). 11-21

Pressure screws CFS-FB-DS The MOSO precast fixing FB-DS is used for the horizontal restraint façade panels. The acting pressure forces are absorbed in combination with panel suspension system. It is connected to the precast part by means of a CFS cast in socket which must be ordered separately. Product information CFS-FB-DS1, CFS-FB-DS2 Pressure screw Solid rod socket c/w cross pin Diameter: M12 M24 Cavity: up to 300 mm larger distances on request Material: A4-70; 1.4362 Certification: structural analysis CFS-FB-DS1 Pressure screw Diameter: M12 M20 Solid rod socket c/w cross pin Material: approved stainless steel Certificate: technical approval CFS-FB-DS2 MOSO PRECAST PANEL SUSPENSION SYSTEM Product information CFS-FB-M CFS-FB-DS1 / CFS-FB-DS2 Thread length l for the cavity bcfs-fb-ds1 / CFS-FB-DS2 CFS-FB-DS1 / CFS-FB-DS2 140 160 180 200 220 240 260 280 M12 M16 M12 M12 M20 M16 M16 M24 Pressure a plate for SW Type DS2 60 80 100 120 300 [-] Pressure length l 220 240 260 280 300 320 Cast 80 100 120 140 160 Thread 180 200 FB-M12K ± 15 80 / 80 / 8 19 in AdjuThread length l a 13 platepressure for Adjua SW for the190 cavity210 b partcast in stment plate for 90 110 130 150 170 230 250 270 290 310 330 FB-M12L ± 20 80 / 80 / 8 13 19 for the cavity b DS2 part stment TypeType SW DS2 60 80 80100 100120 120140 140160 160180 180200 200220 220240 240260 260280 280300 300320 FB-M16K [-] ± 20 80 / 80 / 10 16 24 60 80 100 120 140 160 180 200 220 240 260 280 300 [-] Cast in part Adjustment FB-M16L ± 15 ± 20 8080 / 80 80100 100120 120140 140160 160180 180200 200220 220240 240260 260280 280300 300320 320340FB-M12K / 80 / 8/ 10 13 16 19 24 80 100 120 140 160 180 200 220 240 260 280 300 320 FB-M12K ± 15 80 / 80 / 8 13 19 FB-M20K ± 20 ± 20 80 100 / 100 90 80 110100 130120 150140 170160 190180 210200 230220 250240 270260 290280 310300 330320FB-M12L / 80 / 8 / 1213 20 19 30 90 110 130 150 170 190 210 230 250 270 290 310 330 FB-M12L ± 20 80 / 80 / 8 13 19 FB-M20L ± 20 ± 20 80100 80100 100120 120140 140160 160180 180200 200220 220240 240260 260280 280300 300320 320340FB-M16K / 80/ 100 / 10 / 1216 20 24 30 80 100 120 140 160 180 200 220 240 260 280 300 320 FB-M16K ± 20 80 / 80 / 10 16 24 ± 20 80100 FB-M24 ± 20 100100 120120 140140 160160 180180 200200 220220 240240 260260 280280 300300 320320 340340FB-M16L / 80/ 100 / 10 / 1516 24 24 36 100 120 140 160 180 200 220 240 260 280 300 320 340 FB-M16L ± 20 80 / 80 / 10 16 24 80 100 120 140 160 180 200 220 240 260 280 300 320 FB-M20K ± 20 100 / 100 / 12 20 30 1 The threaded sleeve be used Type220 FB-DS2. 80 100 120is only 140 to160 180 for200 240 260 280 300 320 FB-M20K ± 20 100 / 100 / 12 20 30 M20 M20 100 120 140 160 180 200 220 240 260 280 300 320 340 FB-M20L ± 20 100 / 100 / 12 20 30 100 120 140 160 180 200 220 240 260 280 300 320 340 FB-M20L ± 20 100 / 100 / 12 20 30 Table of100 pressure M24 120 screw 140 160 180 200 220 240 260 280 300 320 340 FB-M24 ± 20 100 / 100 / 15 24 36 M24 100 120 140 160 180 200 220 240 260 280 300 320 340 FB-M24 ± 20 100 / 100 / 15 24 36 11-22

Technical Data Table of pressure screw diameter in relation to cavity width and corresponding load capacities Boundary conditions Edge distance Min. concrete Tensile load F Z, Rd CFS-FB-DS1 Bearing capacity (without reinforcement) Pressure load for cavity b in mm F D, Rd [kn] Panel thickness c 1,min ; quality FB f [kn] min c 2,min 60 80 100 120 140 160 180 200 220 240 260 280 300 M12K 70 mm 50 mm C25/30 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 3.15 M12L 100 mm 75 mm C25/30 8.54 8.54 8.54 8.54 8.54 8.54 8.54 8.54 7.92 7.02 6.25 5.60 5.04 4.55 M16K 80 mm 75 mm C25/30 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 6.05 M16L 120 mm 100 mm C25/30 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 12.13 M20K 100 mm 75 mm C30/37 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 8.80 M20L 140 mm 125 mm C30/37 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 24.93 Nailing plate Boundary conditions Edge distance Minimum concrete CFS-FB-DS2 Bearing capacity (with minimum reinforcement Q188 + pressure plate) Tensile load F Z, Rd Pressure load for cavity b in mm F D, Rd [kn] Panel thickness c 1,min ; quality FB f [kn] min c 2,min 60 80 100 120 140 160 180 200 220 240 260 280 300 M12K 70 mm 285 mm C25/30 3.15 12.84 10.16 9.21 8.34 7.55 6.83 6.19 5.61 5.10 4.64 4.24 3.88 3.56 M12L 100 mm 350 mm C25/30 8.54 19.55 17.28 15.18 13.30 11.64 10.20 8.97 7.92 7.02 6.25 5.60 5.04 4.55 M16K 80 mm 250 mm C25/30 6.05 12.64 12.64 12.64 12.64 12.64 12.64 12.64 12.64 12.64 12.64 12.64 12.64 12.64 M16L 120 mm 350 mm C25/30 12.13 30.97 30.97 30.97 30.97 29.43 26.75 24.28 22.04 20.02 18.21 16.59 15.16 13.88 M20K 100 mm 375 mm C30/37 8.80 22.91 22.91 22.91 22.91 22.91 22.91 22.91 22.91 22.91 22.91 22.91 22.91 22.91 M20L 140 mm 500 mm C30/37 24.93 49.20 49.20 49.20 49.20 49.20 49.20 45.94 42.55 39.39 36.45 33.73 31.24 28.95 M24 140 mm 425 mm C30/37-41.84 41.84 41.84 41.84 41.84 41.84 41.84 41.84 41.84 41.84 41.84 41.84 41.84 M24 160 mm 500 mm C30/37-57.33 57.33 57.33 57.33 57.33 57.33 57.33 57.33 57.33 57.33 57.33 54.59 51.18 Nailing plate *Use table for guidance. For project ordening please ask CFS for exact length Note: CFS cast in solid socket to be ordered separately 11-23

Wind Anchor Restraint CFS-FB-DZA For negative wind loads (suction) acting on facade panels. The MOSO precast fixing CFS-DB-DZA is used for the horizontal suction protection of façade panels. This is used in combination with pressure screw CFS-FB-DS. It is connected to the precast part by means of the CFS cast in socket. The mounting part and the pressure screw must be ordered separately. Product information Load range 2.0 6.0 kn Material: approved stainless steel Certification: structural analysis CFS-FB-DZA Washer Adjusting screw Slotted hole LH for pressure screw Round hole Ød for anchoring Round hole with internal thread for adjusting screw MOSO PRECAST PANEL SUSPENSION SYSTEM CFS-FB-DZA Type Load range Suitable Dimensions pressure l a t x y Ø d LL [kn] screw 2.0 M12 157 40 10 38 69 12 13 x 40 3.5 M12 / M16 148 48 12 39 59 14 17 x 40 6.0 M16 / M20 171 60 15 49 72 18 21 x 40 See table "Pressure screws" for the admissible compressive forces. Please note: The pressure screw and the cast in socket to be ordered separately. 11-24

CFS-FB-DZA Technical data Type Load range Design load F H,Rd [kn] Recommended mount Adjusting screw Suitable pressure screw [kn] 2.0 3.00 FAZ II 10/50 M10 x 40 M12 3.5 5.25 FAZ II 12/60 M12 x 40 M12 / M16 6.0 9.00 CFS-FB-DZA FAZ II 16/50 M16 x 50 M16 / M20 The proof of anchoring must be provided Load in range consideration of the respective boundary conditions. See table "Pressure screws" for the admissible compressive forces. Type Design load F H,Rd [kn] [kn] 2.0 3.00 FAZ II 10/50 M10 Nailing x 40plate M12 3.5 5.25 FAZ II 12/60 M12 x 40 M12 / M16 6.0 9.00 FAZ II 16/50 M16 x 50 M16 / M20 The proof of anchoring must be provided in consideration of the respective boundary conditions. See table "Pressure screws" for the admissible compressive forces. Recommended mount Adjusting screw Suitable pressure screw Nailing plate CFS-FB-DZA: Installation condition Assembly Instructions CFS-FB-DZA CFS-FB-DZA: Installation condition The pressure screw Type FB-DS1 or Type FB-DS2 with previously fixed washer is passed through the slot of the plate. The pressure screw is screwed into the embedded cast in channel of the precast part. The distance of the precast part to the in-situ concrete can be set exactly by rotating the pressure screw. The plate is pre-mounted on the in-situ concrete using the ith a drilled bolt or a cast-in channel. When setting the anchor, the offset dimension x (distance between slot of pressure screw and round hole of anchor) must be noted. The plate can be mounted in any direction radially around the pressure screw. The adjusting screw is used to set the plate parallel to the wall. The through bolt or MHH screw boltis subsequently tightened with the required tightening torque. 11-25

Dowel Connection CFS-FB-VD The dowel connection allow the transmission of shear forces between two precast parts. A round sleeve is embedded into the bottom of the upper panel and grouting sleeve is embedded into the top of the lower panel. Please refer to the table for the dimensions. Product information Load range: 1.0 kn 5.0 kn Material: approved stainless steel Certification: structural analysis Additional reinforcement Technical data Reinforcement is not included in scope of suppl Recessed top part Mortar Recessed bottom part CFS-FB-VD: Installation condition MOSO PRECAST PANEL SUSPENSION SYSTEM Table of dowel sizes and design loads CFS-FB-VD Type Load range [kn] Design load F H,Rd [kn] Diameter Ø d Dimensions Length l Panel thickness f min Joint thickness a max Accessories Plastic sleeve top bottom round oval round ± 1.0 ± 1.50 12 180 100 20 Ø12x80 - Ø40x100 ± 2.5 ± 3.75 16 200 100 20 Ø16x100 44/18x100 Ø40x100 ± 5.0 ± 7.50 20 220 120 20 Ø20x140 47/22x100 Ø40x100 l = 100 + a + 5 * Ød acc. to Minimum concrete quality C30/37 346 acc. to DAfStb Additional reinforcement required required required 11-26

Other Products Turnbuckle Restraint System CFS-FB-SPV The turnbuckle restraint system CFS-FB-SPV allows for the transmission of tensile and compressive forces between two concrete elements. It consists of a turnbuckle and two MHH T-bolts with a left-hand and a righthand thread. The turnbuckle can be rotated to adjust the tolerances. Product information Load range: 5.0 kn 10.0 kn Diameter: M12 and M16 Material: approved stainless steel Certification: structural analysis * For more detail please consult CFS. 11-27

MOSO PRECAST PANEL SUSPENSION SYSTEM 11-28