Construction Details - Concreto Celular de Occidentegrade 8" foundation 5-1. ... bond beam/aac...

Construction Details5. Construction Details

Construction Details

OV

ER

LA

P M

INIM

UM

2'-0

"

VERTICAL REINFORCEMENT (AMOUNT AND SAPCING PER STRUCTURAL DESIGN )

CONTEC AAC BLOCK WALL

MORTAR LEVELINGBED (TYPE M)

FINISH

CONTEC AAC O.BLOCKFILLED WITH GROUT

CONCRETE

EXTERIOR WALL TYPICAL DETAIL

MAS-01

BENT BAR

DPC (DAMP PROOF. COURSE)(IF REQUIRED)

GRADE8"

FOUNDATION

5-1

Co

nstru

ction

Details

VERTICAL REINFORCEMENT AT WALL INTERSECTION

MAS-11

REINFORCEMENT(CONTINUOUS)

(PER STRUCTURAL DESIGN)

SET #5 CONTINUOUS VERTICAL REINFORCEMENT,LAP 2' MIN. FILLED WITH 3000 psiCONCRETE.

CONTEC AAC O - BLOCK

CL

CL

COREFILLED WITH 3000 psiCONCRETE

5-2

Co

nstru

ction

Details

CONTEC AAC LINTEL


CONTEC NAIL OR ANCHOR

EXTERIOR FINISH


WINDOW

WINDOW DETAIL

MAS-12

OPENING

CONTEC AACBLOCK WALL

ANCHOR AT 24" O.C. (MAXIMUM)MINIMUM TWO PER SIDE

5-3



MORTAR LEVELINGBED TYPE M

FLOOR JOIST AT AAC BLOCK WALL

MAS-15

2x NAILER, J-BOLT

4" BEARING TYPEWOOD FLOOR JOIST OR TRUSS

PLYWOOD


CUT AAC BLOCKFOR JOISTPOCKET

BOND BEAM/AAC U-BLOCKFILLED WITH 3000 psi CONCRETE,

REINFORCED WITH 2-#5 BARS

2 #5 BARS CONTAT BOND BEAM, TYP

1'-4"

2'-0"41/2"

4"

AAC BLOCK HEAD JOINT

WOOD FLOOR JOIST OR TRUSS

POCKET

3/4"

FOUNDATION

5-4

Construction DetailsIS

OM

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5-5

Co

nstru

ction

Details

CONNECTIONS FOR CONTEC BLOCK WALL

MAS-17

AAC BLOCK WALL AAC BLOCK WALL-CMU

AAC BLOCK WALL-DRY WALL

METAL STRIPS@ 16" OC. VERTICAL SPACING AAC BLOCK WALL

MORTARED JOINT

CONTEC AAC WALL

CMU BLOCKFILLED W/CONCRETE

CONTEC NAILAT 24" O.C.

AACBLOCK WALL

DRY WALL


METAL STRIPS

METAL STRIPS@ 16" OC. VERTICAL SPACING

1/4"

JOINT

BACKER RODAND CAULKING

5-6


CONTEC AAC BLOCKWALL

CMU WALL(8" MINIMUM)

FOUNDATION

VERITCAL REINFORCEMENTFOR CMU FOUNDATION WALL

(PER STRUCTURAL CALCULATIONS)

BAR #5 AND AAC O-BLOCKREINFORCED WITH

FILL WITH CONCRETE 3000 psi

EXTERIOR WALL OVER CMU FOUNDATION

VENTILATED CRAWL SPACE

CONTEC AAC FLOOR PANEL

MINIMUM BEARING LENGTH (3")

MAS-02

CONTINUOUS RINGBEAM WITH 2 #4

MORTAR LEVELINGBED

DPC (DAMP PROF. COURSE)

CORE FILLED WITH CONCRETE

VERTICAL REINFORCEMENT (TIE-DOWNS)(AMOUNT AND SPACING PER STRUCTURALDESIGN

BENT BAR

#3 BENT BAR ATGROOVE - TONGUEFLOOR PANELS

5-7


EXPANSION JOINT BETWEEN AACBLOCK WALL WITH CONCRETE WALL

MAS-20

PLAN VIEW

SECTION A


CONCRETE WALL

CONCRETE WALL


A

1/2" PRE-MOLDEDJOINT FILLER

METAL STRIPSAT TWO BLOCK

COURSES

EXPANSION JOINTS

BACKER RODAND CAULKING

3/8" - 1/2"

TWO CONCRETENAILS OR SIMILAR

BENT METALSTRIP

1 1/

2"

5-8

Co

nstru

ction

Details

WALL SECTION AT ROOF EAVE

MAS-21

#5 VERTICAL BAR, PROVIDE90° BENT 8" LONG INTOBOND BEAM AT TOP OF WALL

CONTEC AAC O-BLOCK REINFORCEDWITH 1 # 5 BAR (SPACING AS

REQUIRED BY STRUCTURAL DESIGN)FILLED WITH 3000 psi CONCRETE

ROOF TRUSSSYSTEM

PLATE FOR CONNECT STRUSSES NAILER WITH ANCHOR BOLTS(SPACING AS REQUIRED BYSTRUCTURAL DESIGN)

CONTEC AAC U-BLOCKBOND BEAM FILLEDW/3000 psi CONCRETEREINFORCED WITH 2 #5


5-9

Co

nstru

ction

Details

SPANDREL AT GARAGE OPENING

MAS-22

BOND BEAM WITH 2 #5HORIZONTAL BARSFILLED W/ 3000 psi

CONCRETE

ROOF TRUSSSYSTEM

PLATE FOR CONNECT TRUSSESNAILER WITH ANCHOR BOLTS(SPACING AS REQUIRED BYSTRUCTURAL DESIGN)

CONTEC AAC U-BLOCK(AMOUNT AND DIMENSIONS OFREINFORCEMENT ACCORDINGTO STRUCTURAL DESIGN)

TOP OF WALL

5-1

0

Co

nstru

ction

Details

ROOF AT EXTERIOR WALL

MAS-23

BOND BEAM WITH 2 #5HORIZONTAL BARSFILLED W/ 3000 psi

CONCRETE, TYP

ROOF TRUSSSYSTEM

PLATE FOR CONNECT STRUSSES NAILER WITH ANCHOR BOLTS(SPACING AS REQUIRED BYSTRUCTURAL DESIGN)

CONTEC AAC U-BLOCK

CONTEC AAC LINTEL

TOP OF WALL

ADJUSTMENT BLOCK CONTEC AAC BLOCKWALL BEYOND OPENING

ADJUSTMENT BLOCK

2" M

IN.

2" M

IN.

5-11

Co

nstru

ction

Details

WALL SECTION AT CONTEC ROOF PANELS

MAS-24

ROOF TRUSSSYSTEM


CONTEC AACROOF PANEL

INSULATION

#3 REBAR REINFORCEDAT GROUT KEY

WOOD PLATE &ANCHOR BOLTS

RING BEAM WITH 2 #4 BARS

FILLED WITH CONCRETE3000 psi

PLYWOOD

AAC U-BLOCKBOND BEAM

BEARING LENGTHMIN. 3"

5-1

2

Co

nstru

ction

Details

CONTEC AAC BLOCK AT GABLE END

MAS-25

OPENING

CONTEC AAC U-BLOCKLINTEL

USE SHALL BE DEFINITEDPER STRUCTURAL DESIGNER

CONTEC AAC U-BLOCKBOND BEAM W/ 2#5USE SHALL BE DEFINITEDPER STRUCTURAL DESIGNER

CONTEC AAC "U" BLOCKBOND BEAM W/ 2 #5USE SHALL BE DEFINITEDPER DESIGNER


2'-0"OVER LAP

CONTEC AACO-BLOCKREINFORCED WITH1 BAR #4 OR 5(USE SHALL BE DEFINITEDPER DESIGNER)

5-1

3

Co

nstru

ction

Details

CONTEC WALL-CANOPY CONSTRUCTION

MAS-26

SPACING & SIZE(ACCORDING TO STRUCTURALDESIGN)

FASTENEREXTERIOR FINISH

ROOFING ONPLYWOOD SHEATHING

2x FRAMING

4x8 WOOD BEAM

FASCIA

FINISHMIN. 1/4"

THICKNESSCONTEC AACBLOCK WALL

FLASHING & SEALANT

CONTEC AAC U-BLOCKREINFORCEMENT 2 #5 ANDFILLED W/ CONCRETE 3000 psi

WOOD PLATE

5-1

4

Co

nstru

ction

Details

CONTEC AAC BLOCK WALL AT ROOF

MAS-27


BRICK METAL TIE

BRICK VENEER

CONTEC AACU- BLOCKBOND BEAM

METAL JOIST(BY STRUCTURAL DESIGNER)

GALVANIZED VENTEDMETAL DECK

INSULATING CONCRETEBUILT-UP ROOFINGGRAVEL

STOP

WOOD NAILERS

STEELPLATE

1 1/

2"D

RY

PA

CK

5-1

5

Co

nstru

ction

Details

CONTEC AAC WALL-STEEL JOIST CONNECTION

MAS-28

BRICK VENEER(CONNECTIONS SHALL

SATISFIED STRUCTURALDESIGN CRITERIAS)

FLASHING W/ NAILER

BRICK METALTIES


STEEL JOISTS WELDEDTO METAL PLATE ASREQUIRED BY STRUCTURAL DESIGN

EMBEDDED STEEL PLATE

WATERPROOFING

WELD PER ENGINEER REQUIREMENT

STEEL DECKAND CONCRETE

BOLT CONNECTORWELDED TO

PLATE

BOND BEAM WITHAAC U-BLOCK

REINFORCED WITH2 #5 AND FILLED

WITH 3000 psi CONCRETE

1 1/

2"D

RY

PA

CK

5-1

6

Co

nstru

ction

Details

CONTEC AAC BLOCK AT FOUNDATION WITH BRICK VENEER

MAS-29

AIR SPACEAIR SPACE


CONTEC AAC WALL BLOCK

MORTAR LEVELING BED(TYPE M)

GRADE


BRICK TIE

BRICK VENEER

BRICK VENEER

BRICK TIE

FLASHING

STEEL ANGLEWITH ANCHOR

(PER STRUCTURALDESIGN)

WEEP HOLE WEEP HOLE

FLASHING

SPACING VERTICAL AT 16" O.C.

SPACING HORIZONTAL AT 24" O.C.

USE CONTECADHESIVE MORTAR

USE CONTEC ADHESIVEMORTAR

SPACING VERTICAL AT 16" O.C.

SPACING HORIZONTAL AT 24" O.C.

5-1

7


INTERIOR WALL TYPICAL DETAIL

MAS-03


MORTAR LEVELING BED

FOUNDATION

(PER STRUCTURAL DESIGN)

(TYPE M)

USE CONTECADHESIVE MORTAR

5-18


WINDOW DETAILS

MAS-30

NOTE: ADDITIONAL FLASHING DETAILS MAY BE REQUIRED REFER TO BIA AND PROJECT DOCUMENTS FOR FURTHER DETAILS

HEAD

JAMB

SILL

WEEP HOLES

BRICK VENEER

SEALANTCONTEC AAC SILLFIELD OUT

WOOD FRAME

CONTEC NAILFLASHING CONTEC NAIL

WOOD FRAME

CONTEC NAIL

WOOD FRAME

WOOD FRAME

CONTEC NAIL

CONTEC NAILBRICK VENEER

WEEP HOLES

FLASHING ANCHOR BOLT



JAM

HEAD

SILL

5-19


CONTEC AAC BLOCK WITH WOOD SIDING

MAS-31


WOOD CLAPBOARDSOR CEDAR SHINGLES

FIX WITH SCREWS(DRYWALL SCREWS)

SCREWAT 1'-0" O.C.

5-20


CONTEC AAC BLOCK NON-LOADBEARING WALL

MAS-32

MORTAR LEVELING BED(TYPE M)SLAB ON GRADE

1/2" GAPE


WITHOUT/ DROP CEILING

W/ DROP CEILING

3/8"-5/8" GAPE

FLOOR/ROOF SYSTEM

DROP CEILING

FILL WITH(BACKER ROD AND CAULKING)

FLOOR/ROOF SYSTEM

3/4"

(M

INIM

UM

)

BOND BEAM(WITH U-BLOCK)

BOND BEAM(WITH U-BLOCK)

5-21


IN LOAD-BEARING WALL

MAS-33

FLO

OR

HE

IGH

T

8" TYP 8" TYP

CLEAR OPENING

(REF. STANDARD CONTEC LINTELSFOR OPENING SIZE AND LOAD)

CONTEC LINTEL

A

MINIMUM 3"BEARINGRING BEAM

SECTION A-A

CONTEC AAC LINTEL

FLOOR/ROOF SYSTEM


CONTEC WALL UNITS AND CONTEC LINTEL

FLOOR/ROOF SYSTEM

ADJUSTMENT BLOCK

2"M

INIM

UM

5-22


CONTEC AAC U-BLOCK LINTEL

MAS-34

NOTE: CONTEC AAC U-BLOCK AS A BOND BEAMSHALL BE DESIGNED IN ACCORDANCE WITH

H: H

eigh

t

B: Width

H-2

"2"

2" B-4" 2"FILLED W/3000psi CONCRETE

2 #5 BARSREINFORCEMENT

< 6'-0"

STRUCTURAL DESIGN CRITERIA

1'-0"

BEARING LENGHT


CLIP #2AT 8 IN.

5-23


BLOCK "O" DETAIL

MAS-39

FILL WITHCONCRETE3000 psi

8"

CONTROL JOINT

1 #5

3/8"

SEAL WITH BACKER RODAND CAULKING

3000 psi STRAIGTH

1 3/

8"5

1/8"

1 3/

8"

8"

CONCRETEFILL WITH

(SHALL BE REVIEW BYSTRUCTURAL DESIGNER)

1 #5

8"

CORNER

FILL WITHCONCRETE3000 psi

1 3/8" 1 3/8"5 1/8" (SHALL BE REVIEW BY1 #5

STRUCTURAL DESIGNER)

METAL STRIP (BENT)AT TWO BLOCK COURSES

1 1/

2"

5-24



2 #3 BARS @RING BEAM, TYP

VERTICALREINFORCEMENT

(SPACING PER STRUCTUALDESIGN)

EXTERIOR WALL OVER REINFORCED CONCRETE

VENTILATED CRAWL SPACE

MAS-04

CONTEC AAC FLOOR PANEL

CONCRETE SLAB

#3 BENT AT BAR AT GROVE-TONGUEFLOOR PANELS


OV

ER

LAP

MIN

IMU

M2'

-0"

FOUNDATION

CONCRETE WALL

DPC (DAMP PROOF COURSE)(IF REQUIRED)

MINIMUM BEARINGLENGTH (3")

5-25

Co

nstru

ction

Details

EXPANSION JOINT STRIPS

MAS-41

GALVANIZED METAL STRIPS

(BENT AS SHOWN)

EVERY TWO BLOCK LAYER

3/8" THICKNESS

CONTEC AAC

BLOCK WALL

SEAL WITH BACKER ROD

AND CAULKING

1 1/

2"

5-2

6


TYPICAL U-BLOCK/BOND BEAM INTERSECTION

MAS-13

#5 BENT BARSTOP & BOTTOM

AT CORNERS

CONTEC U-BLOCKBOND BEAM FILLEDW/3000 psi CONCRETE

#5 BAR TOP & BOTTOM

#5 BAR TOP & BOTTOM

2'-O

" LA

P M

IN.

PLAN VIEW

2"-0"8"

2"

2"

8"

"T" INTERSECTION

#5 BENT BARSTOP & BOTTOM

AT CORNERS

2'-O

"

#5 BAR TOP & BOTTOM

CONTEC U-BLOCKBOND BEAM FILLEDW/3000 psi CONCRETE

2'-0" #5 BAR TOP & BOTTOM

PLAN VIEW"L" INTERSECTION

5-27


DET-01

WOOD TRUSS

ROOF RAFTERS

SHEATING AND ROOFINGPLYWOOD

SOFIT

MOLDING

CONTEC AAC U-BLOCKCONTINUOUS BOND BEAM

ANCHOR BOLT¿ 1/2"AT 2'-0" O.C.

CONTEC AAC O-BLOCK

3/8"

VERTICAL REINFORCEMENT

BLOCKTHICKNESS

WALL SECTION AT ROOF

5-28

Co

nstru

ction

Details

DET-02

CONTEC AAC U-BLOCKCONTINUOUS BOND BEAM


CONTEC AAC O-BLOCK


CONTEC AAC O-BLOCK

WOOD BEAM2'-0" O.C.

2"x8" SUPPORT(WOOD)

METAL ACCESSORY(HANGERS)

PLYWOOD


BLOCKTHICKNESS

WALL SECTION AT FLOOR

5-2

9

Co

nstru

ction

Details

DET-03

CONTINUOUS BOND BEAM


CONTEC AACO-BLOCK


CONTEC AACO-BLOCK

WOOD BEAMAT 2'-0"

2"x8" SUPPORT(WOOD)

METAL ACCESSORY(HANGERS)

MORTARCEMENT-SANDFOR LEVELING

PLYWOOD

BLOCKTHICKNESS

WALL SECTION AT FLOOR

5-3

0

Co

nstru

ction

Details

DET-04

CONTEC AACU-BLOCK

CONTEC BLOCKVERTICAL REINFORCEMENT

CONTEC AAC BLOCKCOURSES(SECOND FLOOR)

DRYPACK

BLOCKTHICKNESS

1 1/

2"

3/16MORTARADJUSTMENT

(TYPE M OR S)

STEEL PLATE6"x10"x578"

METAL JOIST

WALL SECTION AT JOIST FLOOR

5-3

1

Co

nstru

ction

Details

OV

ER

LA

P L

EN

GH

T

VERTICALREINFORCEMENT(AMOUNT AND SPACING PERSTRUCTURAL DESIGN)

CONTEC AAC O-BLOCK FILLED WITH CONCRETE

MAS-06

FOUNDATION

FILL WITH EPOXY

2'-0

"

3/4"

(AN

CH

OR

DR

ILL)

LEN

GT

H 1

0"

2"


VERTICAL REINFORCEMENT ANCHORAGE TO FOUNDATION(ALTERNATIVE OPTION)

DPC (DAMP PROOF COURSE)IF REQUIRED

FINISH

5-3

2


BAR(VERTICALREINFORCEMENT)

AACSTD-BLOCK/AAC O-BLOCK

MAS-06

FOUNDATION(ACCORDING TO

STRUCTURAL DESIGN)

3/4" 2"


CONTEC AAC BLOCK WALLTYPICAL SECTION

8'-0

"

AACU-BLOCK(AT 9'-0" MAXIMUM SPACINGOF HEIGHT WALL)

WOOD PLATEANCHOR BOLT

AT 2'-6" O.C.

5-33


OV

ER

LA

P 2

5"

VERTICALREINFORCEMENT


FLOOR SLAB

CEMENT-SANDFOR LEVELING

MAS-05

FOUNDATION

5-34


5-35


5-36

Construction Details - Concreto Celular de Occidentegrade 8" foundation 5-1. ... bond beam/aac...

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