Interlocking concrete pavers P On granular base 0131wv2zv3ip1gpu401s9yn6ij-wpengine.netdna-ssl.com/wp-content/... · Interlocking concrete pavers ... cOnfOrmIng TO as Tm c 33 D. geOTex

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


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


TYPICAL SECTION - InterlockIng concrete Pavers on roof deck - and granular basemarch 2013





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



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


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


P05Interlocking concrete pavers

wITh asphalT TransITIOn – heavy TraffIc



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


TYPICAL SECTION - Permeable InterlockIng concrete Pavers - fuLL INfILTRATIONmarch 2013


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






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


PP01B

case no 2 - PartIal InfIltratIon



PartIal InfIltratIon






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


PP01C

case no 3 – no InfIltratIon



no InfIltratIon

TYPICAL SECTION - Permeable InterlockIng concrete Pavers - On rOOf deck and granular basemarch 2013


PP02


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


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


MP02

Gravity wall MINI-BLOk


B. Mini-Blok wall uniT

C. connecTor



F. Topsoil



I. GeoTexTile


K. coMpacTed Granular levelinG pad, 6" (150 mm) Thick Min. Thickness accordinG To projecT specific condiTions


B. Mini-creTa 3" douBle-sided wall uniT

C. connecTor



F. Topsoil



I. GeoTexTile



TYPICAL SECTION - gravity wall Mini-creta 3"March 2013


MP03

Gravity wall MINI-CRETA 3"

TYPICAL SECTION - gravity wall Mini-creta 6"March 2013


MP04

Gravity wall MINI-CRETA 6"



C. connecTor



F. Topsoil



I. GeoTexTile



TYPICAL SECTION - gravity wall MOnuMentalMarch 2013


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


B. Quarry sTone 100 mm wall uniT

C. connecTor



F. Topsoil



I. GeoTexTile



TYPICAL SECTION - gravity wall quarry stOne 100 mmMarch 2013


MP06

Gravity wall QUARRY STONE 100 mm

TYPICAL SECTION - gravity wall quarry stOne 200 mmMarch 2013


MP07

Gravity wall QUARRY STONE 200 mm



C. connecTor



F. Topsoil



I. GeoTexTile




B. seMMa douBle-sided wall uniT

C. connecTor



F. Topsoil



I. GeoTexTile



TYPICAL SECTION - gravity wall seMMaMarch 2013


MP08

Gravity wall SEMMA

Gravity wall SUPREMA

MP09

TYPICAL SECTION - gravity wall suPreMaMarch 2013



B. supreMa wall uniT

C. connecTor



F. Topsoil



I. GeoTexTile



TYPICAL SECTION - Freestanding wall escala 3.5"March 2013



B. escala 3.5" douBle-sided wall uniT secure each row wiTh concreTe adhesive

C. connecTor


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



B. Mini-creTa 3" douBle-sided wall uniT secure each row wiTh concreTe adhesive

C. connecTor


E. 3'-2" (975 mm) Max.

F. GeoTexTile


freestanding wall MINI-CRETA 3"

Ma02


B. Mini-creTa 6" douBle-sided wall uniT secure each row wiTh concreTe adhesive

C. connecTor


E. 3'-2" (975 mm) Max.

F. GeoTexTile


TYPICAL SECTION - Freestanding wall Mini-creta 6"March 2013


Ma03

freestanding wall MINI-CRETA 6"

TYPICAL SECTION - Freestanding wall seMMaMarch 2013



B. seMMa douBle-sided wall uniT secure each row wiTh concreTe adhesive

C. connecTor


E. 3'-2" (975 mm) Max.

F. GeoTexTile


Ma04

freestanding wall SEMMA


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


F. Topsoil



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


Mr01

reinforced wall ESCALA 3.5"



C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




TYPICAL SECTION - reinFOrced wall Mini-creta 3"March 2013


Mr02

reinforced wall MINI-CRETA 3"

Mr03

TYPICAL SECTION - reinFOrced wall Mini-creta 6"March 2013


reinforced wall MINI-CRETA 6"



C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




TYPICAL SECTION - reinFOrced wall MOnuMentalMarch 2013


A. MonuMenTal cap uniT secured To uniT Below wiTh concreTe adhesive

B. MonuMenTal reGular uniT, 20 1⁄2" (521 mm) deep

C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




Mr04

reinforced wall MONUMENTAL



C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




TYPICAL SECTION - reinFOrced wall quarry stOne 100 mmMarch 2013


Mr05

reinforced wallQUARRY STONE 100 mm



C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




TYPICAL SECTION - reinFOrced wall quarry stOne 200 mmMarch 2013


Mr06

reinforced wallQUARRY STONE 200 mm


B. seMMa douBle-sided wall uniT

C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




TYPICAL SECTION - reinFOrced wall seMMaMarch 2013


Mr07

reinforced wallSEMMA


B. supreMa wall uniT

C. connecTor



F. Topsoil




J. reTained soil

K. GeoTexTile




TYPICAL SECTION - reinFOrced wall suPreMaMarch 2013


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


P11

deTaIl 1

TYPICAL SECTION - Pavers and edge restraInt avIgnon march 2013







F. lawn

G. avIgnOn edge resTraInT

H. naIl


J. geOTexTIle

K. subgrade

b01

pavers and edge restraint AVIGNON






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


b02

pavers and edge restraint BELGIK






F. lawn

G. pIeTra edge resTraInT

H. naIl


J. geOTexTIle

K. subgrade

TYPICAL SECTION - Pavers and edge restraInt PIetra march 2013


b03

pavers and edge restraint PIETRA






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





D. exTra wIdTh equal TO fOundaTIOn ThIckness

E. lawn

F. plasTIc edge resTraInT

G. naIl

H. geOTexTIle


j. subgrade

TYPICAL SECTION - Pavers and PlastIc edge restraInt march 2013


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


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")







E. geOTexTIle


c02

pillar MINI-CRETA (24"×6")

TYPICAL SECTION - PIllar mInI-creta (24"×3" and 24"×6") - OPTION Amarch 2013


A. sTOnedge 28" pIllar cap Or yOrk 28” pIllar cap (secure 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




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



A. yOrk 32" pIllar cap (secure wITh cOncreTe adhesIve)




E. geOTexTIle


c04

pillar MINI-CRETA (28"×6")


B. manchesTer unIT secure each rOw wITh cOncreTe adhesIve


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


c05

pillarMANChESTER

TYPICAL SECTION - PIllar semmamarch 2013


A. yOrk 32" pIllar cap (secure wITh cOncreTe adhesIve)

B. semma pIllar unIT secure each rOw wITh cOncreTe adhesIve



E. geOTexTIle


c06

pillarSEMMA

Documents

Interlocking concrete pavers P On granular base 0131wv2zv3ip1gpu401s9yn6ij-wpengine.netdna-ssl.com/wp-content/... · Interlocking concrete pavers ... cOnfOrmIng TO as Tm c 33 D. geOTex