MINI-CRETA 3 ARCHITECTURAL

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MINI-RET 3 RHITETURL DESRIPTION : Wall double-sided TEXTURE : Split face with straight edged corners PLLET OVERVIEW PTENT ND 2,114,677 US 5,528,873 OMPTILE PS See page 97 for product compatibility. NOTES When building a double-sided wall one pallet will cover an average of 21.76 ft 2. * unit can be used as a regular or vertical unit. See page 93 to 115 for more technical information. Specifications per pallet Imperial Metric ubing 24 ft 2 2.23 m 2 95.01 lin. ft 28.96 lin. m Weight 2 465 lbs 1 118 kg Minimum radius 7 ft 2.1 m Number of rows 8 overage per row 3 ft 2 0.28 m 2 Linear coverage per row 11.88 lin. ft 3.62 lin. m L1 * L2 H D Unit dimensions in mm Units /pallet Height 2 15 16 75 32 units Length 1 9 1 16 230 Length 2 7 1 16 180 Height 2 15 16 75 24 units Length 1 11 13 16 300 Length 2 9 13 16 250 Height 2 15 16 75 8 units Length 1 11 13 16 300 Length 2 11 13 16 300 D Height 2 15 16 75 16 units Length 1 14 3 4 375 Length 2 12 13 16 325 Height 2 15 16 75 16 units 8 right corners Length 1 14 3 4 375 8 left corners Length 2 13 3 4 350 sandlewood 002235 sandlewood shale grey shale grey champlain grey champlain onyx grey black * chestnut brown chestnut brown chocolate chocolate brown brown * onyx black 002236 002237 002239 002238 002240 146

MINI-RET 6 RHITETURL DESRIPTION : Wall double-sided TEXTURE : Split face with straight edged corners PLLET OVERVIEW Specifications per pallet Imperial Metric ubing 30 ft 2 2.79 m 2 59.38 lin. ft 18.10 lin. m Weight 3 199lbs 1 451 kg Minimum radius 7 ft 2.1 m Number of row 5 PTENT ND 2,114,677 US 5,528,873 OMPTILE PS See page 97 for product compatibility. NOTES When building a double-sided wall one pallet will cover an average of 27.21 ft 2. * unit can be used as a regular or vertical unit. See page 93 to 115 for more technical information. overage per row 6 ft 2 0.56 m 2 Linear coverage per row 11.88 lin. ft 3.62 lin. m L1 * L2 H D Unit dimensions in mm Units /pallet Height 5 7 8 150 20 units Length 1 9 1 16 230 Length 2 7 1 16 180 Height 5 7 8 150 15 units Length 1 11 13 16 300 Length 2 9 13 16 250 Height 5 7 8 150 5 units Length 1 11 13 16 300 Length 2 11 13 16 300 Height 5 7 8 150 10 units Length 1 14 3 4 375 Length 2 12 13 16 325 D Height 5 7 8 150 10 units 5 right corners Length 1 14 3 4 375 5 left corners Length 2 13 3 4 350 sandlewood 002241 sandlewood shale grey shale grey champlain grey champlain chestnut grey brown chestnut brown 002242 002243 002244 147

PILLR 24 MINI-RET RHITETURL DESRIPTION : Pillar TEXTURE : Split face with straight edged corners PLLET OVERVIEW Specifications per pallet Imperial Metric ubing 24 units 24 units Weight 1 510 lbs 685 kg Pillar height 35 7 16 900 mm Number of rows 3 OMPTILE PS See page 97 for product compatibility. L H D Unit dimensions in mm Units /pallet Height 5 7 8 150 24 units Depth 8 203 Length 16 406 NOTES See page 93 to 115 for more technical information. sandlewood 002258 sandlewood shale grey shale grey champlain grey champlain chestnut grey brown chestnut brown 002259 002260 002261 149

INSTLLTION GUIDE RETINING WLL DESIGN HRT - MINI-RET 6 EQUIVLENT TO TWIE THE MINI-RET 3" The information contained in this publication is provided for information purposes only. Techo-loc and its predecessors, successors, beneficiaries, employees, associates, administrators and insurers can not under any circumstances be held liable for the incorrect use of information contained in the design charts. This chart should be read in conjunction with the notes on page retaining walls on page 101 REINFORED SOIL TYPE: SND / GRVEL (φ = 34, γ = 120 PF) SE NO 1 No surcharge SE NO 2 250 psf surcharge (12 kpa) SE NO 3 Slope 1V:3H 150

INSTLLTION GUIDE RETINING WLL DESIGN HRT - MINI-RET 6 EQUIVLENT TO TWIE THE MINI-RET 3" The information contained in this publication is provided for information purposes only. Techo-loc and its predecessors, successors, beneficiaries, employees, associates, administrators and insurers can not under any circumstances be held liable for the incorrect use of information contained in the design charts. This chart should be read in conjunction with the notes on page retaining walls on page 101 REINFORED SOIL TYPE: SND (φ = 30, γ = 120 PF) SE NO 4 No surcharge SE NO 5 250 psf surcharge (12 kpa) SE NO 6 Slope 1V:3H 151

INSTLLTION GUIDE RETINING WLL DESIGN HRT- MINI-RET 6 EQUIVLENT TO TWIE THE MINI-RET 3" The information contained in this publication is provided for information purposes only. Techo-loc and its predecessors, successors, beneficiaries, employees, associates, administrators and insurers can not under any circumstances be held liable for the incorrect use of information contained in the design charts. This chart should be read in conjunction with the notes on page retaining walls on page 101 REINFORED SOIL TYPE: SILT / LEN LY (φ = 26, γ = 120 PF) SE NO 7 No surcharge SE NO 8 250 psf surcharge (12 kpa) SE NO 9 Slope 1V:3H 152

INSTLLTION GUIDE 1-Row Pattern Laying Patterns 2,7 m (8,9 ) 7 8" RETINING WLLS - MINI-RET 3 ND 6 The 1-row pattern provides five different combinations. Each combination is 8.9' (2.7 m) long and 5 7 8" (150 mm) high. This pattern can be used to lay the last course of units or when the other models cannot be used. 5 7 / 8 " (150 mm) 8.9' (2.7 m) NUMER OF LOKS REQUIRED MODULE MINI-RET OR * OR D 67% of the surface - Mini-reta 3" 4 4 4 33% of the surface - Mini-reta 6" 1 1 1 153

INSTLLTION GUIDE RETINING WLLS - MINI-RET 3 ND 6 3-Row Pattern Laying Patterns The 3-row pattern provides four different combinations. Each combination is 8.9' (2.7 m) long and 17 11 16" (450 mm) high. This pattern gives a leveled surface every 17 11 16" (450 mm), which is the recommended spacing between two layers of geogrid in a Mini-reta wall. This pattern is recommended when using geogrid. 8.9' (2.7 m) 17 11 16" (450 mm) 2,7 m (8.9') Geogrids (when applicable) NUMER OF LOKS REQUIRED MODULE MINI-RET OR * OR D 78% of the surface - Mini-reta 3" 14 14 14 22% of the surface - Mini-reta 6" 2 2 2 6" = 22% 3" = 78% 154

INSTLLTION GUIDE RETINING WLLS - MINI-RET 3 ND 6 5-Row Pattern Laying Patterns The 5-row pattern provides three different combinations. Each combination is 8.9' (2.7 m) long and 29 1 2" (750 mm) high. This pattern should only be used when geogrid is not required. 8.9' (2.7 m) 29 1 2" (750 mm) NUMER OF LOKS REQUIRED MODULE MINI-RET OR * OR D 73% of the surface - Mini-reta 3" 22 22 22 27% of the surface - Mini-reta 6" 4 4 4 155

INSTLLTION GUIDE FREESTNDING WLLS - MINI-RET 3 ND 6 MINI-RET 3 & 6. TEHO-LO P UNIT SEURED TO UNIT ELOW WITH ONRETE DHESIVE. MINI-RET 3 ND 6 DOULE-SIDED WLL UNITS SEURE EH ROW WITH ONRETE DHESIVE. ONNETOR D. EMEDMENT DEPTH, 6 (150 mm) MIN. E. 29 7 16 (750 mm) MX. F. GEOTEXTILE G. OMPTED GRNULR LEVELING PD, 6 (150 mm) THIK MIN. THIKNESS ORDING TO PROJET SPEIFI ONDITIONS 90 ORNER OF DOULE-SIDED WLL Module creation 2 The corner block must be cut to reveal the texture EVEN ROW Regular block orner block cut to reveal texture ut line 1. lternate odd and even rows. 2. Stagger joints from one row to the next. 3. Glue all modules at each row with a concrete adhesive. Regular block ODD ROW orner block cut to reveal texture 4. avities, grooves and connectors are not illustrated to avoid overloading the image. 5. It is possible to alternate the blocks (, or ) in the same row to create different patterns. However, a corner block must always be present at the end of a row and must be alternated for each subsequent row. DOULE-SIDED WLL - END OF STRIGHT WLL Regular block Module creation 1 Module creation 2 Even row Odd row orner block cut to reveal texture ut line * It is possible to alternate the blocks (, or ) in the same row to create different patterns. However, a corner block must always be present at the end of a row and must be alternated for each subsequent row. ut line 156

INSTLLTION GUIDE DOULE-SIDED WLL RDIUS - MINI-RET 3 ND 6 It is the user s responsibility to verify for the quantity of materials required. STEPS MINI-RET 3" MINI-RET 6" Variable ap Variable ap onnector Mini-reta 3" block Mini-reta 6" block For all possible combinations of pillars and caps, please refer to the correspondence table on page 97 157

INSTLLTION GUIDE PILLRS- MINI-RET 3 ND 6 610 mm (24") 610 mm (24") 910 mm (36") 910 mm (36") PILLR 24 3 & 24 6 MINI-RET - OPTION. PILLR P UNIT (SEURE WITH ONRETE DHESIVE). PILLR 24 6 (MINI-RET) UNIT SEURE EH ROW WITH ONRETE DHESIVE. PILLR 24 3 (MINI-RET) UNIT SEURE EH ROW WITH ONRETE DHESIVE D. EMEDMENT 6 (150 mm) MIN. E. 35 7 16 (900 mm) 47 1 4 (1200 mm), MXIMUM HEIGHT F. GEOTEXTILE G. OMPTED GRNULR SE 150 mm (6 ) THIK MIN. THIKNESS ORDING TO PROJET SPEIFI ONDITIONS PILLR 24 3 & 24 6 MINI-RET - OPTION. PILLR P UNIT (SEURE WITH ONRETE DHESIVE). PILLR 24 3 (MINI-RET) UNIT SEURE EH ROW WITH ONRETE DHESIVE. PILLR 24 6 (MINI-RET) UNIT SEURE EH ROW WITH ONRETE DHESIVE D. EMEDMENT 6 (150 mm) MIN. E. 35 7 16 (900 mm) 47 1 4 (1200 mm), MXIMUM HEIGHT F. GEOTEXTILE G. OMPTED GRNULR SE 150 mm (6 ) THIK MIN. THIKNESS ORDING TO PROJET SPEIFI ONDITIONS For all possible combinations of pillars and caps, please refer to the correspondence table on page 97 158

INSTLLTION GUIDE PILLRS- MINI-RET 3 ND 6 610 mm (24") 610 mm (24") 910 mm (36") 910 mm (36") PILLR 24" 3" MINI-RET. PILLR P UNIT (SEURE WITH ONRETE DHESIVE). PILLR 24" 3" (MINI-RET) UNIT SEURE EH ROW WITH ONRETE DHESIVE. EMEDMENT 6" (150 mm) MIN. D. 35 7 16" (900 mm), HEIGHT PER PLLET 47 1 4" (1200 mm), MXIMUM HEIGHT E. GEOTEXTILE F. OMPTED GRNULR SE 150 mm (6") THIK MIN. THIKNESS ORDING TO PROJET SPEIFI ONDITIONS PILLR 24" 6" MINI-RET. PILLR P UNIT (SEURE WITH ONRETE DHESIVE). PILLR 24" 6" (MINI-RET) UNIT SEURE EH ROW WITH ONRETE DHESIVE. EMEDMENT 6" (150 mm) MIN. D. 35 7 16" (900 mm), HEIGHT PER PLLET 47 1 4" (1200 mm), MXIMUM HEIGHT E. GEOTEXTILE F. OMPTED GRNULR SE 150 mm (6") THIK MIN. THIKNESS ORDING TO PROJET SPEIFI ONDITIONS For all possible combinations of pillars and caps, please refer to the correspondence table on page 97 159

INSTLLTION GUIDE GRILL ISLND 6 FT - MINI-RET 3 ND 6 ELEVTION ELEVTION. YORK OUNTER TOP 24 36 2 1 4. MINI-RET 3 UNIT (,, *,, OR D). MINI-RET 6 UNIT (,, *,, OR D) D. PILLR 24 36 (MINI-RET) UNIT E. PILLR 24 36 (MINI-RET) UNIT (UT ON FIELD) F. ST IN PLE ONRETE SL 4350 PSI (30 MP), 5 (125 MM) THIK G. 4X4-4/4 (102X102-MW25.8XMW25.8) WELDED WIRE MESH ND/OR RER S PER SITE ONDITIONS H. 12 (300 MM) DI. ONRETE PILLR, S PER LOL ODE I. 3 4 (20 MM) LEN STONE 6 (150 MM) THIK MIN. S PER SITE ONDITIONS J. NTURL SOIL OR OMPTED KFILL K. GEOTEXTILE QUNTITY OF MTERILS REQUIRED - York ounter top 24" 36" 2 1 4 : 4 - Mini-reta 3 unit: 32, 24, 8 *, 14, 10 D - Mini-reta 6 unit: 6, 6, 2 *, 6, 6 D - Pillar 24 6 (Mini-reta) unit: 28 NOTE: ppliances and utilities may vary for each project and are not shown on this drawing. This drawing is shown for inspiration only and surplus or shortage of materials may result. It is the user s responsibility to verify for the quantity of materials required. Secure the blocks using a heat resistant concrete adhesive. The installer must ensure that the installation and use of the grill island comply with local regulations and code requirements. oncrete pillars extending to frost line may be required as per local code. heck your local building code before installing. 160

INSTLLTION GUIDE SQURE FIRE PIT - MINI-RET 3 ND 6 MINI-RET FIREPIT 50 1 2" (1283mm) 47 5 8" (1210mm) 25 1 4" (641mm) 19 15 16" (507mm) 50 1 2" (1283mm) ELEVTION TOP 1 1 11 3 4" (298mm) 27" (686mm) 11 3 4" (298mm) 25 1 4" (641mm) ELEVTION 47 13 16" (1215mm) I 50 1 2" (1283mm) 9 13 16" (250mm) UT ON FIELD 17 5 8" (447mm) D E F G H SETION 1-1. STEEL OX INSERT. LEN STONE 3 4'' (20 mm), 4'' (100 mm) THIK. PIEDIMONTE P (12"X30") D. MINI-RET 3'' LOK E. MINI-RET 6'' LOK F. TEHO-LO PVERS OR SLS G. SETTING ED 1'' (25 mm) H. OMPTED GRNULR 0-3 4'' (0-20 mm) QUNTITY OF MTERILS REQUIRED - Piedimonte ap (12''x30'') = 6 - Mini-reta 3'' () = 8 - Mini-reta 3'' ( or *) = 8 - Mini-reta 3'' ( or D) = 8 - Mini-reta 6'' () = 4 - Mini-reta 6'' ( or *) = 4 - Mini-reta 6'' ( or D) = 4 - Pillar 24''x6" Mini-reta= 12 I. PILLR 24''X6" MINI-RET NOTE: Secure the blocks using a heat resistant concrete adhesive. The installer must ensure that the installation and use of the firepit comply with local regulations and code requirements. 161