Interlocking concrete pavers P On granular base...
Transcript of Interlocking concrete pavers P On granular base...
P01
Interlocking concrete paversOn granular base
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck mIn. cOnfOrmIng TO asTm c 936
B. sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
E. exTra wIdTh equal TO fOundaTIOn ThIckness
F. lawn
G. TechO-blOc edge resTraInT
H. naIl
I. cOmpacTed granular base cOnfOrmIng TO asTm d 2940 ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
J. geOTexTIle
K. subgrade
TYPICAL SECTION - InterlockIng concrete Pavers - On granular base march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
P02A
Interlocking concrete pavers On roof deck
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck cOnfOrmIng TO asTm c 936
B. sTabIlIzed sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1” (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
E. draInage maT
F. rIgId InsulaTIOn
G. waTerprOOf membrane
H. rOOf deck
I. rOOf draIn
TYPICAL SECTION - InterlockIng concrete Pavers on roof deck march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
TYPICAL SECTION - InterlockIng concrete Pavers on roof deck - and granular basemarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck cOnfOrmIng TO asTm c 936
B. sTabIlIzed sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle encapsulaTIng seTTIng bed and granular base
E. granular base, 1⁄4" (6 mm) sIngle-sIze aggregaTe
F. draInage maT
G. rIgId InsulaTIOn
H. waTerprOOf membrane
I. rOOf deck
J. rOOf draIn
P02B
Interlocking concrete paversOn roof deck and granular base
P03
Interlocking concrete paversOn reinforced concrete slab
A. TechO-blOc precasT cOncreTe paver 3 1⁄8" (80 mm) Or 3 15⁄16" (100 mm) ThIck cOnfOrmIng TO asTm c 936
B. sTabIlIzed sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle, cOver jOInTs and Turn up agaInsT edge resTraInT
E. reInfOrced cOncreTe slab
F. granular base
G. subgrade
H. edge resTraInT
I. draInage hOle aT lOwesT elevaTIOns, 3" (75 mm) dIa. fIll wITh free draInIng aggregaTe 1⁄2" (10 mm)
TYPICAL SECTION - InterlockIng concrete Pavers on reInforced concrete slabmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
P04Interlocking concrete pavers
InserTed In reInfOrced cOncreTe slab
A. TechO-blOc precasT cOncreTe paver 3 1⁄8” (80 mm) Or 3 15⁄16" (100 mm) ThIck cOnfOrmIng TO asTm c 936
B. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
C. geOTexTIle
D. reInfOrced cOncreTe slab
E. draInage hOle aT lOwesT elevaTIOns, 3" (75 mm) dIa. fIll wITh free draInIng aggregaTe 1⁄2" (10 mm)
F. granular base
G. subgrade
TYPICAL SECTION - InterlockIng concrete Pavers - InserTeD In reInforceD concreTe slabmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
P05Interlocking concrete pavers
wITh asphalT TransITIOn – heavy TraffIc
A. TechO-blOc precasT cOncreTe paver 3 15⁄16" (100 mm) ThIck cOnfOrmIng TO asTm c 936
B. sTabIlIzed sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (granITIc sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. sTabIlIzed base (asphalT TreaTed base), ThIckness as specIfIed On drawIngs and specIfIcaTIOns 12" TO 24" (300 TO 600 mm) under asphalT pavemenT
E. granular base, ThIckness as specIfIed On drawIngs and specIfIcaTIOns
F. geOTexTIle
G. naTural sOIl Or cOmpacTed backfIll
H. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
I. saw-cuT pavemenT (sTraIghT lInear jOInT) and seal jOInT
J. asphalT pavemenT
K. draInage hOle aT lOwesT elevaTIOn, 3" (75 mm) dIa. fIll wITh free draInIng aggregaTe 1⁄2" (10 mm) and cOver wITh geOTexTIle
TYPICAL SECTION - InterlockIng concrete Pavers - WITh asphalT TransITIon, heavy TraffIcmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
TYPICAL SECTION - Permeable InterlockIng concrete Pavers - fuLL INfILTRATIONmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
case no 1 - full InfIltratIon
A. permeable paver frOm TechO-blOc, 2 3⁄8" TO 3 15⁄16" (60 TO 100 mm) ThIck InflO, mIsTa randOm, permea, vIcTOrIen permeable, vIllagIO Or vIllagIO grande cOnfOrmIng TO asTm c 936
B. jOInT fIllIng maTerIal, nO. 8 (fOr InflO, permea and vIllagIO) Or nO. 9 sTOne (fOr mIsTa randOm, vIcTOrIen permeable and vIllagIO grande) cOnfOrmIng TO asTm d 448
C. beddIng cOurse, 2" (50 mm) ThIck nO. 8 sTOne cOnfOrmIng TO asTm d 448
D. base cOurse, 4" (100 mm) ThIck nO. 57 sTOne cOnfOrmIng TO asTm d 448
E. subbase cOurse, ThIckness as per desIgn nO. 2 sTOne cOnfOrmIng TO asTm d 448
F. geOTexTIle
G. subgrade
H. edge resTraInT
permeable interlocking concrete pavers
InflO, mIsTa random, permea, vIcTOrIen permeable, vIllagIO & vIllagIO grande
full InfIltratIon
PP01A
A. permeable paver frOm TechO-blOc, 2 3⁄8" TO 3 15⁄16" (60 TO 100 mm) ThIck InflO, mIsTa randOm, permea, vIcTOrIen permeable, vIllagIO Or vIllagIO grande cOnfOrmIng TO asTm c 936
B. jOInT fIllIng maTerIal, nO. 8 (fOr InflO, permea and vIllagIO) Or nO. 9 sTOne (fOr mIsTa randOm, vIcTOrIen permeable and vIllagIO grande) cOnfOrmIng TO asTm d 448
C. beddIng cOurse, 2" (50 mm) ThIck nO. 8 sTOne cOnfOrmIng TO asTm d 448
D. base cOurse, 4" (100 mm) ThIck nO. 57 sTOne cOnfOrmIng TO asTm d 448
E. subbase cOurse, ThIckness as per desIgn nO. 2 sTOne cOnfOrmIng TO asTm d 448
F. geOTexTIle
G. subgrade
H. edge resTraInT
I. perfOraTed draIn spaced and slOped TO draIn sTOred waTer TO sTOrm sewer sysTem Or reTenTIOn basIn
TYPICAL SECTION - Permeable InterlockIng concrete Pavers - PARTIAL INfILTRATIONmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
PP01B
case no 2 - PartIal InfIltratIon
permeable interlocking concrete pavers
InflO, mIsTa random, permea, vIcTOrIen permeable, vIllagIO & vIllagIO grande
PartIal InfIltratIon
A. permeable paver frOm TechO-blOc, 2 3⁄8" TO 3 15⁄16" (60 TO 100 mm) ThIck InflO, mIsTa randOm, permea, vIcTOrIen permeable, vIllagIO Or vIllagIO grande cOnfOrmIng TO asTm c 936
B. jOInT fIllIng maTerIal, nO. 8 (fOr InflO, permea and vIllagIO) Or nO. 9 sTOne (fOr mIsTa randOm, vIcTOrIen permeable and vIllagIO grande) cOnfOrmIng TO asTm d 448
C. beddIng cOurse, 2" (50 mm) ThIck nO. 8 sTOne cOnfOrmIng TO asTm d 448
D. base cOurse, 4" (100 mm) ThIck nO. 57 sTOne cOnfOrmIng TO asTm d 448
E. subbase cOurse, ThIckness as per desIgn nO. 2 sTOne cOnfOrmIng TO asTm d 448
F. geOTexTIle (Or Impermeable membrane)
G. subgrade (Impermeable)
H. edge resTraInT
I. perfOraTed draIn spaced and slOped TO draIn sTOred waTer TO sTOrm sewer sysTem Or reTenTIOn basIn
TYPICAL SECTION - Permeable InterlockIng concrete Pavers - NO INfILTRATIONmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
PP01C
case no 3 – no InfIltratIon
permeable interlocking concrete pavers
InflO, mIsTa random, permea, vIcTOrIen permeable, vIllagIO & vIllagIO grande
no InfIltratIon
TYPICAL SECTION - Permeable InterlockIng concrete Pavers - On rOOf deck and granular basemarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
PP02
permeable interlocking concrete pavers
On rOOf deck and granular base
A. permeable paver frOm TechO-blOc (vIcTOrIen permeable Or vIllagIO), 2 3⁄8" (60 mm) ThIck cOnfOrmIng TO asTm c 936
B. jOInT fIllIng maTerIal, nO. 8 (fOr vIllagIO) Or nO. 9 sTOne (fOr vIcTOrIen permeable) cOnfOrmIng TO asTm d 448
C. beddIng cOurse, 2" (50 mm) ThIck nO. 8 sTOne cOnfOrmIng TO asTm d 448
D. base cOurse, ThIckness as per desIgn nO. 57 sTOne cOnfOrmIng TO asTm d 448
E. draInage maT
F. rIgId InsulaTIOn
G. prOTecTIOn bOard
H. rOOf draIn
I. geOTexTIle
J. waTerprOOf membrane
K. rOOf deck
TYPICAL SECTION - slabsmarch 2013
NOTE: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. Techo-Bloc precasT concreTe slaB 1 3⁄4" (45 mm) Thick min. conforming To csa a231.1
B. sand joinT fill conforming To asTm c 144
C. seTTing Bed (concreTe sand) 1" (25 mm) Thick conforming To asTm c 33
D. geoTexTile 12" (300 mm) wide encapsulaTing seTTing Bed
E. exTra widTh equal To foundaTion Thickness
F. lawn
G. Techo-Bloc edge resTrainT
H. nail
I. compacTed granular Base conforming To asTm d 2940 Thickness according To projecT specific condiTions
J. geoTexTile
K. suBgrade
SLAbS D01
TYPICAL SECTION - slabs, ROOf DEck slab - on pedesTalmarch 2013
NOTE: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. indusTria precasT concreTe slaB 2 3⁄8" × 23 5⁄8" × 23 5⁄8" (60× 600 × 600 mm) conforming To csa a231.1
B. adjusTaBle pedesTal
C. rigid insulaTion
D. proTecTion Board
E. waTerproof memBrane
F. roof deck
G. roof drain
SLAbS roof deck slab
on pedesTal
D02
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. escala 3.5" douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - gravity wall escala 3.5"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Gravity wall ESCALA 3.5"
MP01
TYPICAL SECTION - gravity wall Mini-blOkMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
MP02
Gravity wall MINI-BLOk
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-Blok wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-creTa 3" douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - gravity wall Mini-creta 3"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
MP03
Gravity wall MINI-CRETA 3"
TYPICAL SECTION - gravity wall Mini-creta 6"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
MP04
Gravity wall MINI-CRETA 6"
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-creTa 6" douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - gravity wall MOnuMentalMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. MonuMenTal cap uniT secured To uniT Below wiTh concreTe adhesive
B. MonuMenTal reGular uniT, 20 1⁄2" (521 mm) deep
C. MonuMenTal Base uniT, 34 1⁄2" (876 mm) deep
D. connecTor
E. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
F. ToTal heiGhT (variaBle)
G. Topsoil
H. low perMeaBiliTy soil
I. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
J. GeoTexTile
K. perforaTed drain, 4" (100 mm) dia. Min.
L. coMpacTed Granular levelinG pad, 8" (200 mm) Thick Min. Thickness accordinG To projecT specific condiTions
Gravity wall MONUMENTAL
MP05
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Quarry sTone 100 mm wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - gravity wall quarry stOne 100 mmMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
MP06
Gravity wall QUARRY STONE 100 mm
TYPICAL SECTION - gravity wall quarry stOne 200 mmMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
MP07
Gravity wall QUARRY STONE 200 mm
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Quarry sTone 200 mm wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. seMMa douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - gravity wall seMMaMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
MP08
Gravity wall SEMMA
Gravity wall SUPREMA
MP09
TYPICAL SECTION - gravity wall suPreMaMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. supreMa wall uniT
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. GeoTexTile
J. perforaTed drain, 4" (100 mm) dia. Min.
K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - Freestanding wall escala 3.5"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. escala 3.5" douBle-sided wall uniT secure each row wiTh concreTe adhesive
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. 3'-3" (990 mm) Max.
F. GeoTexTile
G. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
freestanding wall ESCALA 3.5"
Ma01
TYPICAL SECTION - Freestanding wall Mini-creta 3"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-creTa 3" douBle-sided wall uniT secure each row wiTh concreTe adhesive
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. 3'-2" (975 mm) Max.
F. GeoTexTile
G. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
freestanding wall MINI-CRETA 3"
Ma02
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-creTa 6" douBle-sided wall uniT secure each row wiTh concreTe adhesive
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. 3'-2" (975 mm) Max.
F. GeoTexTile
G. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - Freestanding wall Mini-creta 6"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Ma03
freestanding wall MINI-CRETA 6"
TYPICAL SECTION - Freestanding wall seMMaMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. seMMa douBle-sided wall uniT secure each row wiTh concreTe adhesive
C. connecTor
D. eMBedMenT depTh, 6" (150 mm) Min.
E. 3'-2" (975 mm) Max.
F. GeoTexTile
G. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
Ma04
freestanding wall SEMMA
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. escala 3.5” douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall escala 3.5"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Mr01
reinforced wall ESCALA 3.5"
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-creTa 3" douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall Mini-creta 3"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Mr02
reinforced wall MINI-CRETA 3"
Mr03
TYPICAL SECTION - reinFOrced wall Mini-creta 6"March 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
reinforced wall MINI-CRETA 6"
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Mini-creTa 6" douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall MOnuMentalMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. MonuMenTal cap uniT secured To uniT Below wiTh concreTe adhesive
B. MonuMenTal reGular uniT, 20 1⁄2" (521 mm) deep
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 8" (200 mm) Thick Min. Thickness accordinG To projecT specific condiTions
Mr04
reinforced wall MONUMENTAL
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Quarry sTone 100 mm wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall quarry stOne 100 mmMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Mr05
reinforced wallQUARRY STONE 100 mm
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. Quarry sTone 200 mm wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall quarry stOne 200 mmMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Mr06
reinforced wallQUARRY STONE 200 mm
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. seMMa douBle-sided wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall seMMaMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Mr07
reinforced wallSEMMA
A. Techo-Bloc cap uniT secured To uniT Below wiTh concreTe adhesive
B. supreMa wall uniT
C. connecTor
D. eMBedMenT depTh Min.: larGesT BeTween 6" (150 mm) or 10% of The heiGhT aBove Ground
E. ToTal heiGhT (variaBle)
F. Topsoil
G. low perMeaBiliTy soil
H. free draininG aGGreGaTe, 12" (300 mm) Thick Min.
I. coMpacTed reinforced Backfill
J. reTained soil
K. GeoTexTile
L. GeoGrid reinforceMenT Type, lenGTh and posiTion as per wall desiGn
M. perforaTed drain, 4" (100 mm) dia. Min.
N. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions
TYPICAL SECTION - reinFOrced wall suPreMaMarch 2013
nOte: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
Mr08
reinforced wall SUPREMA
ES01
typical section - StEpS röcka/yorkmarch 2012
NotE: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
StepsRöcka/yoRk
a. röcka or York Step unit
B. techo-Bloc concrete paver
c. Setting Bed 1" (25 mm) thick
D. Setting Bed 1⁄2" (12 mm) max. to compact (aS required for alignment)
E. compacted granular BaSe thickneSS according to project Specific conditionS
F. geotextile
G. perforated drain 4" (100 mm) dia. connected to ServiceS
H. clean Stone 3⁄4" (19 mm)
a. techo-Bloc Step Secured to unit Below with concrete adheSive
B. techo-Bloc riSer unit
c. techo-Bloc concrete paver
D. Sand joint fill
E. Setting Bed 1" (25 mm) thick
F. compacted granular BaSe
G. Geotextile
H. SuBgrade
I. connector
J. geotextile wrapping aggregate BaSe (optional)
k. compacted granular BaSe (in laYerS)
typical section - StEpSmarch 2013
NotE: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
ES03Steps
A. TechO-blOc precasT cOncreTe pOOl cOpIng (secured wITh cOncreTe adhesIve Or mOrTar)
B. expansIOn jOInT
C. pOOl panel
D. cOnnecTIOn key beTween panels and sTruT
E. sTruT
F. cOncreTe pIlasTer, 6" (150 mm) dIa.
G. perfOraTed draIn, 6" (150 mm) dIa.
H. sTruT anchOred TO subgrade
I. cOncreTe beddIng
J. cOncreTe deck 4" (100 mm) ThIck, 4340 psI (30 mpa)
K. welded wIre mesh, 6 × 6 – w1.4/w1.4 (152 × 152 mw 9.1 × mw 9.1)
L. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
M. cOmpacTed granular base
N. geOTexTIle
O. backfIll wITh draInIng sand Or clean sTOne
P. On-sITe sOIl
Q. cOpIng
R. caulkIng
S. pOOl lIner
pool coping
TYPICAL SECTION - Pool coPIngmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
P11
deTaIl 1
TYPICAL SECTION - Pavers and edge restraInt avIgnon march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck mIn. cOnfOrmIng TO asTm c 936
B. sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
E. exTra wIdTh equal TO fOundaTIOn ThIckness
F. lawn
G. avIgnOn edge resTraInT
H. naIl
I. cOmpacTed granular base cOnfOrmIng TO asTm d 2940 ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
J. geOTexTIle
K. subgrade
b01
pavers and edge restraint AVIGNON
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck mIn. cOnfOrmIng TO asTm c 936
B. sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
E. exTra wIdTh equal TO fOundaTIOn ThIckness
F. lawn
G. belgIk edge resTraInT
H. plasTIc edge
I. naIl
J. cOmpacTed granular base cOnfOrmIng TO asTm d 2940 ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
K. geOTexTIle
L. subgrade
TYPICAL SECTION - Pavers and edge restraInt belgIk march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
b02
pavers and edge restraint BELGIK
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck mIn. cOnfOrmIng TO asTm c 936
B. sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
E. exTra wIdTh equal TO fOundaTIOn ThIckness
F. lawn
G. pIeTra edge resTraInT
H. naIl
I. cOmpacTed granular base cOnfOrmIng TO asTm d 2940 ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
J. geOTexTIle
K. subgrade
TYPICAL SECTION - Pavers and edge restraInt PIetra march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
b03
pavers and edge restraint PIETRA
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck mIn. cOnfOrmIng TO asTm c 936
B. sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. geOTexTIle 12" (300 mm) wIde encapsulaTIng seTTIng bed
E. exTra wIdTh equal TO fOundaTIOn ThIckness
F. lawn
G. Tundra edge resTraInT
H. plasTIc edge
I. naIl
J. cOmpacTed granular base cOnfOrmIng TO asTm d 2940 ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
K. geOTexTIle
L. subgrade
pavers and edge restraint TuNdRA
b04
TYPICAL SECTION - Pavers and edge restraInt tundramarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. TechO-blOc precasT cOncreTe paver 2 3⁄8" (60 mm) ThIck mIn. cOnfOrmIng TO asTm c 936
B. sand jOInT fIll cOnfOrmIng TO asTm c 144
C. seTTIng bed (cOncreTe sand) 1" (25 mm) ThIck cOnfOrmIng TO asTm c 33
D. exTra wIdTh equal TO fOundaTIOn ThIckness
E. lawn
F. plasTIc edge resTraInT
G. naIl
H. geOTexTIle
I. cOmpacTed granular base cOnfOrmIng TO asTm d 2940 ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
j. subgrade
TYPICAL SECTION - Pavers and PlastIc edge restraInt march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
pavers and plastic edge restraint
b05
Fireplace foyer harvest Gold
FY01
fireplace - FoYer Harvest goldmarch 2013
Note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
a. cast in place concrete slab 30 mpa, 6" (150 mm) thick
B. 6 × 6-W2.9/W2.9 (152 × 152 mW 18.7 × mW 18.7) Welded Wire mesh (as per site conditions)
C. concrete pillar Foundation 12" (300 mm) dia. extended to 6" (150 mm) beloW Frost line (as per site conditions and local building regulations)
d. 3⁄4" (20 mm) clean stone, 6" (150 mm) thick min. (as per site conditions)
e. natural soil or compacted backFill
F. geotextile
plan
side elevation Front elevation
fireplace - FoYer oCeaNamarch 2013
Note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
FY02
Fireplace foyer oceana
a. cast in place concrete slab 30 mpa, 6" (150 mm) thick
B. 6 × 6-W2.9/W2.9 (152 × 152 mW 18.7 × mW 18.7) Welded Wire mesh (as per site conditions)
C. concrete pillar Foundation 12" (300 mm) dia. extended to 6" (150 mm) beloW Frost line (as per site conditions and local building regulations)
d. 3⁄4" (20 mm) clean stone, 6" (150 mm) thick min. (as per site conditions)
e. natural soil or compacted backFill
F. geotextile
plan
side elevation Front elevation
TYPICAL SECTION - PIllar mInI-creta (24"×3") march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. sTOnedge 28" pIllar cap Or yOrk 28" pIllar cap (secure wITh cOncreTe adhesIve)
B. mInI-creTa 24"×3" pIllar unIT secure each rOw wITh cOncreTe adhesIve
C. embedmenT depTh, 6" (150 mm) mIn.
D. 35 7⁄16" (900 mm), heIghT per palleT 47 1⁄4" (1200 mm), max. heIghT
E. geOTexTIle
F. cOmpacTed granular base 6" (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
c01
pillar Mini-Creta (24"×3")
TYPICAL SECTION - PIllar mInI-creta (24"×6") march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. sTOnedge 28" pIllar cap Or yOrk 28" pIllar cap (secure wITh cOncreTe adhesIve)
B. mInI-creTa 24"×6" pIllar unIT secure each rOw wITh cOncreTe adhesIve
C. embedmenT depTh, 6" (150 mm) mIn.
D. 35 7⁄16" (900 mm), heIghT per palleT 47 1⁄4" (1200 mm), max. heIghT
E. geOTexTIle
F. cOmpacTed granular base 6" (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
c02
pillar MINI-CRETA (24"×6")
TYPICAL SECTION - PIllar mInI-creta (24"×3" and 24"×6") - OPTION Amarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. sTOnedge 28" pIllar cap Or yOrk 28” pIllar cap (secure wITh cOncreTe adhesIve)
B. mInI-creTa 24"×6" pIllar unIT secure each rOw wITh cOncreTe adhesIve
C. mInI-creTa 24"×3" pIllar unIT secure each rOw wITh cOncreTe adhesIve
D. embedmenT depTh, 6" (150 mm) mIn.
E. 35 7⁄16" (900 mm) 47 1⁄4" (1200 mm), max. heIghT
F. geOTexTIle
G. cOmpacTed granular base 6" (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
c03A
pillar MINI-CRETA (24"×3" and 24"×6")
oPtIon a
TYPICAL SECTION - PIllar mInI-creta (24"×3" and 24"×6") - OPTION Bmarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. sTOnedge 28" pIllar cap Or yOrk 28" pIllar cap (secure wITh cOncreTe adhesIve)
B. mInI-creTa 24"×3" pIllar unIT secure each rOw wITh cOncreTe adhesIve
C. mInI-creTa 24"×6" pIllar unIT secure each rOw wITh cOncreTe adhesIve
D. embedmenT depTh, 6" (150 mm) mIn.
E. 35 7⁄16" (900 mm) 47 1⁄4" (1200 mm), max. heIghT
F. geOTexTIle
G. cOmpacTed granular base 6" (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
c03B
pillar MINI-CRETA (24"×3" and 24"×6")
oPtIon b
TYPICAL SECTION - PIllar mInI-creta (28"×6") march 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. yOrk 32" pIllar cap (secure wITh cOncreTe adhesIve)
B. mInI-creTa 28"×6" pIllar unIT secure each rOw wITh cOncreTe adhesIve
C. embedmenT depTh, 6" (150 mm) mIn.
D. 23 5⁄8" (600 mm), heIghT per palleT 47 1⁄4" (1200 mm), max. heIghT
E. geOTexTIle
F. cOmpacTed granular base 6" (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
c04
pillar MINI-CRETA (28"×6")
A. sTOnedge 28" pIllar cap Or yOrk 28" pIllar cap (secure wITh cOncreTe adhesIve)
B. manchesTer unIT secure each rOw wITh cOncreTe adhesIve
C. embedmenT depTh, 6" (150 mm) mIn.
D. 35 7⁄16" (900 mm) 47 1⁄4" (1200 mm), max. heIghT
E. geOTexTIle
F. cOmpacTed granular base 6” (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
TYPICAL SECTION - PIllar manchestermarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
c05
pillarMANChESTER
TYPICAL SECTION - PIllar semmamarch 2013
note: This drawing is issued for information only. Do not use for construction. Do not measure from this drawing.
A. yOrk 32" pIllar cap (secure wITh cOncreTe adhesIve)
B. semma pIllar unIT secure each rOw wITh cOncreTe adhesIve
C. embedmenT depTh, 6" (150 mm) mIn.
D. 35 7⁄16" (900 mm), heIghT per palleT 47 1⁄4" (1200 mm), max. heIghT
E. geOTexTIle
F. cOmpacTed granular base 6" (150 mm) ThIck mIn. ThIckness accOrdIng TO prOjecT specIfIc cOndITIOns
c06
pillarSEMMA