SEMMA. Specifications per pallet Imperial Metric 40 units 40 units. Cubing. Weight lbs kg Weight by unit A REGULAR 57 lbs 25.

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1 SEMM ESCRIPTION : Wall double-sided TEXTURE : Split face PET OVERVIEW Specifications per pallet Imperial Metric 40 units 40 units Cubing ft m lin. ft lin. m Weight lbs kg Weight by unit REGUR 57 lbs kg PTENT CN 2,114,677 US 5,528,873 COMPTIE CPS See page 95 for product compatibility. NOTES When building a double-sided wall one pallet will cover an average of ft 2. The corner units for the Sea block should be glued with a concrete adhesive. The corner unit can be used as a right or left corner unit and as a regular unit. Metric measures are approximate. See page 91 to 113 for more technical information. Number of rows 5 CORNER lbs kg Coverage per row 5.25 ft m 2 inear coverage per row lin. ft 3.25 lin. m 1 REGUR CORNER 2 Unit dimensions in Units /pallet eight units epth ength ength eight units epth ength ength sandlewood split face sandlewood shale grey shale grey mojave beigechamplain champlain grey grey chestnut brown split face split face split face chestnut brown split face

2 SEMM ESCRIPTION : Corner or Pillar TEXTURE : Split face PET OVERVIEW Specifications per pallet Imperial Metric Cubing 24 units 24 units Weight lbs 636 kg Number of rows 4 Pillar height " 900 COMPTIE CP See page 95 for product compatibility. NOTES See page 91 to 113 for more technical information. - Unit dimensions in Units /pallet eight units epth right corners ength left corners 01 inear pattern Patterns are for design inspiration only. The installer is responsible to calculate & purchase the correct amount of material. Visit our werbsite for more patterns. sandlewood split face sandlewood shale grey shale grey mojave beigechamplain champlain grey grey chestnut brown split face split face split face chestnut brown split face

3 INSTTION GUIE RETINING W ESIGN CRT- SEMM The information contained in the design charts is supplied 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 design charts. This chart should be read in conjunction with the notes on page 99. CSE N O 1 Inclined wall (7.6 ) Surcharge: 6 kpa CSE N O 2 Inclined wall (7.6 ) Slope: 1V:3 188 TE ESIGN CRTS WERE EVEOPE SE ON TE FOOWING CONITIONS: Geogrid layout determined as per the requirements of the esign Manual for Segmental Retaining Walls, 3 rd Edition from the National Concrete Masonry ssociation. Geogrid type Miragrid 3XT from Tencate Mirafi. Soil parameters: reinforced soil (φ = 36, γ = 21 kn/m 3 ); retained soil (φ = 28, γ = 20 kn/m 3 ); foundation soil (φ= 28, γ = 19 kn/m 3 ). The bearing capacity of the soil, settlement, and global stability must be verified and validated by a qualified geotechnical engineer. The seismic analysis was not considered. The hydrostatic pressure is not considered. The wall must be provided with an adequate drainage system. 6 kpa (125 psf) surcharge (cars and light trucks). The design charts do not apply to tiered walls. For further information, please contact our technical service department. WS@TECO-OC.COM Web site:

4 INSTTION GUIE FREESTNING WS - SEMM SEMM. TECO-OC CP UNIT SECURE TO UNIT EOW WIT CONCRETE ESIVE. SE OUE-SIE W UNIT SECURE EC ROW WIT CONCRETE ESIVE C. CONNECTOR. EMEMENT EPT, 6 (150 ) MIN. E (750 ) MX. F. GEOTEXTIE G. COMPCTE GRNUR EVEING P, 6 (150 ) TICK MIN. TICKNESS CCORING TO PROJECT SPECIFIC CONITIONS 90 CORNER OF OUE-SIE W OUE-SIE W RIUS Module creation 2 Corner unit EVEN ROW Corner unit O ROW It is the user s responsibility to verify for the quantity of materials required. OUE-SIE W - EN OF STRIGT W Even row Odd row Module creation 1 Module creation 2 Module creation 3 Module creation 4 Module creation 5 GENER NOTES 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. Even row Odd row Module creation 1 Module creation 2 4. Cavities, grooves and connectors are not illustrated to avoid overloading the image. 189

5 INSTTION GUIE PIRS - SEMM 673 (26 1/2") 975 (38 1/2") SEMM. PIR CP UNIT (SECURE WIT CONCRETE ESIVE). SEMM PIR UNIT SECURE EC ROW WIT CONCRETE ESIVE C. EMEMENT 6 (150 ) MIN (900 ), EIGT PER PET (1200 ), MXIMUM EIGT E. GEOTEXTIE F. COMPCTE GRNUR SE 6 (150) TICK MIN. TICKNESS CCORING TO PROJECT SPECIFIC CONITIONS For all possible combinations of walls and caps, please refer to the correspondence table on 95. STEPS For all possible combinations of walls and caps, please refer to the correspondence table on

6 EMM SEMM INSTTION GUIE GRVITY N REINFORCE WS - SEMM F C E F C G GRVITY W GRVITY ETI W ETI GRVITY W ETI. CP FROM. TECO-OC CP FROM TECO-OC. SEMM OCK FROM. TECO-OC CP FROM TECO-OC. SEMM OCK FROM TECO-OC. SEMM OCK FROM TECO-OC. W INCINTION (7.6 ) C. W C. INCINTION W (7.6 ). EXPOSE EIGT. EXPOSE EIGT. EXPOSE EIGT. PE ORIZONT E. KEYPE ORIZONT KEY E. PE F. ORIZONT EMEMENT EPT. EMEMENT EPT KEY G. TOP SOI. TOP SOI F. EMEMENT EPT. OW PERMEIITY SOI. OW PERMEIITY G. TOP SOI I. SOI 3/4 (20 MM) CEN STONE, 12 (300 MM) TICK MIN.. 3/4" (20. ) OW CEN PERMEIITY STONE, 12" (300 SOI ) TICK MIN E G I J K M N I. 3/4" (20 ) CEN STONE, 12" (300 ) TICK MIN I J K M N F C E REINFORCE W REINFORCE ETI W ETI REINFORCE W ETI J. RETINE SOI J. RETINE SOI K. J. GEOTEXTIE RETINE SOI K. GEOTEXTIE. K. PERFORTE GEOTEXTIE RIN. PERFORTE RIN. PERFORTE RIN M. EVEING P M. EVEING P M. EVEING P N. FOUNTION SOI SOI N. FOUNTION SOI O. GEOGRI P. REINFORCE SOI P. O. GEOGRI Q. REINFORCE GEOGRI ENGTSOI Q. GEOGRI ENGT P. REINFORCE SOI Q Q. GEOGRI ENGT G I J K O P M N TEPS STEPS Variable Cap '' '' Variable Sea block Cap Sea block For all possible combinations of walls and caps, please refer to the correspondence table on xxxxx For all possible combinations of walls and caps, please refer to the correspondence table on xxxxx 191