QUAD-DECK TYPICAL DETAIL DRAWINGS QD-100 Series QUAD-DECK PRODUCT DETAILS AND COMMON SPECIFICATIONS INDEX QUAD-DECK TO QUAD-LOCK WALL DETAILS QD-200 Series QUAD-DECK TO CONCRETE BEAM DETAILS QD-300 Series QUAD-DECK TO FLAT AND PITCHED ROOF DETAILS QD-400 Series QUAD-DECK TO CONCRETE, MASONRY AND TILT-UP WALL DETAILS QD-500 Series QD-600 Series QUAD-DECK MISCELLANEOUS DETAILS QD-700 Series QUAD-DECK CANTILEVER DETAILS QUAD-DECK TO STEEL BEAM DETAILS QD-800 Series DRAWN BY: DATE DRAWN: REVISION NO: SCALE: SHEET SIZE: APPROVED BY: REVISION DATE: COMMENTS: R Building Systems IT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLE REGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OF THESE PRODUCTS. IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTAND SAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS. Quad-Lock Building Systems 19402 - 56 Ave Surrey, BC V3S 6K4 Canada 888.711.5625 - Toll Free 604.590.3111 604.590.8412 - fax www.quadlock.com 2015-01-15 TYPICAL QUAD-DECK DETAILS R1 2021-10-01 Z. PROSTRAN N/A NOT TO SCALE 8.5" x 11" [216mm x 279mm] G. KUSTERMANN
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QUAD-DECK TYPICAL DETAIL DRAWINGS
QD-100 Series QUAD-DECK PRODUCT DETAILS AND COMMON SPECIFICATIONS
INDEX
QUAD-DECK TO QUAD-LOCK WALL DETAILSQD-200 SeriesQUAD-DECK TO CONCRETE BEAM DETAILSQD-300 Series
QUAD-DECK TO FLAT AND PITCHED ROOF DETAILS
QD-400 Series
QUAD-DECK TO CONCRETE, MASONRY AND TILT-UP WALL DETAILSQD-500 SeriesQD-600 Series
QUAD-DECK MISCELLANEOUS DETAILSQD-700 Series QUAD-DECK CANTILEVER DETAILS
QUAD-DECK TO STEEL BEAM DETAILS
QD-800 Series
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
Scale: N.T.S.7" [178mm] Quad-Deck Panel1
7" [178mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
8" [203mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
9" [229mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]
3" [7
6mm
]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
10" [254mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]
4" [1
02m
m]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
11" [279mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]
5" [1
27m
m]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
12" [305mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]6" [1
52m
m]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONTINUOUS GALVANIZED STEEL Z-FURRING22 ga [0.85mm] PRE-PUNCHED & MOLDED IN
SERVES AS SECONDARY SHORING& FOR CEILING FINISH ATTACHMENT
1" [2
5mm
]
1 316" [30mm]
Ø434" [120mm] UTILITY CHASE
1 316" [30mm]
QUAD-DECK PANELS ARE CUT TO REQUIRED LENGTHS TO ±0.25" [6mm] PRECISION
12.5" [318mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE
HAVING AN AVERAGE DENSITY OF 1.25 pcf [20 g/l]
4 116" [102mm]
45 16
" [11
0mm
]
Ø1316" [
Ø20mm]
R 38 " [R10mm]
Ø1 916 " [Ø40mm]61 2" [1
65m
m]
QUAD-DECK PANEL
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NOTES:EPS TOP HATS INCREASE QUAD-DECK'S EFFECTIVE JOIST (T-BEAM) DEPTH WHICH IN TURN INCREASES LIVE LOAD CAPACITY AND CLEAR SPAN OF THEFLOOR SYSTEMWHEN SELECTING TOP HAT THICKNESS, PAY ATTENTION TO MAXIMUM SLENDERNESS (HEIGHT TO WIDTH) RATIO FOR CONCRETE JOISTS
SLAB REINFORCEMENT AS PER EORE.G. WWM 6x6 [152x152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENTMIN. 34" CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
SHEAR STIRRUP REINFORCEMENT AS SPECIFIED (IF REQUIRED)#3 S-SHAPED OR STRIPS OF WWM IN ACCORDANCE WITH ACI-318SEE DRAWING QD-808
QUAD-DECK PANEL THICKNESS
18" [457mm]
1'-312" [394mm]11
4" [32mm]
2" [5
1mm
]
VAR
IABL
E
EPS TOP HAT - QD15-Fabricated CUSTOM ORDERED IN ANY HEIGHTCOMES IN 4' OR 8' [1.22m OR 2.44m] LONG SECTIONSMADE FROM MODIFIED EXPANDED POLYSTYRENE(EPS - INCLUDES FLAME-RETARDANT)DENSITY - REFER TO TABLE BELOW
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
2" [5
1mm
]
EPS Top Hats Type VIII Type 1 min. 1.15 pcf[18.4 kg/m3]
R-3.80 ft.²•h•°F/Btu[RSI-0.6692 K·m²/W]
QUAD-DECK PANEL QUAD-DECK PANEL
USE EPS-COMPATIBLE GLUE TO SECURE EPS TOP HATS TO QUAD-DECKPANELS (I.E. 3M™ POLYSTYRENE INSULATION 78 SPRAY ADHESIVE OR EQ.)
EPS TOP HAT THICKNESS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK DOUBLE REBAR CHAIRHIGH DENSITY POLYETHYLENE (HDPE)1 CHAIR ACCOMMODATES 2 BARS MAX #8 [25M] SIZETO BE SPACED EVERY 4'-0" [1.2m] O/C MAXIN QUAD-DECK JOISTS
Ø1" [25.4mm]
PINS TO PREVENT SLIDING DURING POUR
3 4" [1
9mm
]
Scale: N.T.S.Quad-Deck Rebar Chair2
Scale: N.T.S.Quad-Deck Rebar Chair - ISO View1
Scale: N.T.S.Quad-Deck Rebar Chair - Clearances2
VOID FOR CONCRETE MIX FLOW
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NOTEQUAD-DECK METAL FURRING SERVES TO PROVIDEATTACHMENT SURFACE FOR CEILING FINISH AS WELL ASTO REINFORCE THE QUAD-DECK PANELS TO REDUCE THEAMOUNT OF SHORING REQUIRED.
THE STRUCTURAL STRENGTH OF QUAD-DECKFLOORS/ROOFS COMES SOLELY FROM CONCRETE ANDREBAR REINFORCEMENT.
13 8" [3
4mm
]
15 8" [4
0mm
]15 8"
[40m
m]
134" [45mm] 13
4" [45mm] 134" [45mm] 13
4" [45mm]
Scale: N.T.S.Quad-Deck Metal Furring1
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SHORING AND BRACING:INSTALLER IS RESPONSIBLE FOR THE DESIGN AND CORRECT INSTALLATION OFSHORING OF QUAD-DECK FORMS IN ACCORDANCE WITH ACI (AMERICAN CONCRETEINSTITUTE) 347-04 “GUIDE TO FORMWORK FOR CONCRETE” OR CURRENT APPLICABLECODES. ANY VARIANCE FROM THESE STANDARDS MUST BE PROVIDED AND CERTIFIEDIN ADVANCE BY A QUALIFIED ENGINEER, LICENSED FOR THE JOBSITE LOCATION ANDSPECIFICATIONS.
REINFORCEMENT OMITTED FOR CLARITYTYPICAL QUAD-DECK SHORING LAYOUT1
DISTANCE BETWEEN SHORING BEAMS: FOR UP TO 5" [125mm] OF CONCRETE TOPPING AND LIGHT-DUTYCONSTRUCTION LOADS (25psf [1.2kN/m2]), QUAD-DECK TO BE SHORED AT 6' [1.8m] O/C MAX. STARTING AT 6" [150mm]FROM PANEL ENDS,EXCEPT FOR PANELS THAT ARE ONLY 6' [1.8m] LONG OR LESS REQUIRING 5' [1.5m] O/C MAX SPACING.
SHORING BEAMALWAYS RUNS PERPENDICULAR
TO QUAD-DECK PANELS ENSURE THAT BASE IS RATED FOR SHORING LOADSIF SHORING RESTS ON COMPACTED FILL USE DOUBLE 2x10 FOR BASE
SHORING COLUMNS UNDER BEAMSARE TYPICALLY SPACED AT 4' - 5' [1.2m - 1.5m] O.C.
TO BE CONFIRMED BY THE SHORING PROFESSIONAL
MAX. 6" [150mm] FROM WALLTO FIRST SHORING BEAMDO NOT RELY ON ICF WALL FORMSAS SUPPORT/SHORING
Quad-Deck Floor Weights (lb/sqft)
Quad-DeckPanel Thickness
Slab Thickness2" 3" 4" 5"
7" 45.1 57.6 70.1 82.6
8" 47.3 59.8 72.3 84.8
9" 49.5 62.0 74.5 87.0
10" 51.7 64.2 76.7 89.2
11" 53.9 66.4 78.9 91.4
12" 56.2 68.7 81.2 93.7
12.5" 57.3 69.8 82.3 94.8
Notes:The above are unfactored estimated weights which include concrete (150pcf), reinforcement(3lb/sqft), Quad-Deck Panel (2lb/sqft) and misc. (2lb/sqft)
Quad-Deck Floor Weights (Kg/m2)
Quad-DeckPanel Thickness
Slab Thickness50mm 75mm 100mm 125mm
178mm 218.8 278.8 338.8 398.8
203mm 229.6 289.6 349.6 409.6
228mm 240.4 300.4 360.4 420.4
254mm 251.2 311.2 371.2 431.2
279mm 262 322 382 442
305mm 272.8 332.8 392.8 452.8
318mm 278.2 338.2 398.2 458.2
Notes:The above are unfactored estimated weights which include concrete (2400Kg/m3), reinforcement(15Kg/m2), Quad-Deck Panel (10Kg/m2) and misc. (10Kg/m2)
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
REINFORCEMENT OMITTED FOR CLARITYTYPICAL QUAD-DECK WITH EPS TOP HATS SHORING LAYOUT1
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK ICF WALL
SHORING BEAM PERPENDICULAR TO QUAD-DECK PANELS
ENSURE THAT BASE IS RATED FOR SHORING LOADSIF SHORING RESTS ON COMPACTED FILL, USE DOUBLE 2x10 FOR BASE
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
HEIGHT ADJUSTABLE SHORING COLUMN
SHORING COLUMNS UNDER BEAMSARE TYPICALLY SPACED AT 4' - 5' [1.2m - 1.5m] O.C.
TO BE CONFIRMED BY THE SHORING PROFESSIONAL
MAXIMUM 6" [150mm] FROM WALLTO FIRST SHORING BEAM.DO NOT RELY ON ICF WALL FORMSAS SUPPORT/SHORING 8" THICK EPS TOP HAT - THICKNESS ADJUSTABLE TO MEET
ENGINEERING REQUIREMENTS. USE EPS-COMPATIBLE GLUETO SECURE TOP HATS TO QUAD-DECK PANELS (I.E. 3M™POLYSTYRENE INSULATION 78 SPRAY ADHESIVE OR EQ.)
Quad-Deck with Top Hats Floor Weights (lb/sqft)2" Slab 3" Slab 4" Slab 5" Slab
64.2 8" Quad-Deck Panel + 5" Top Hat
Notes:The above are unfactored estimated weights which include concrete (150pcf), reinforcement (3lb/sqft), Quad-Deck Panel(2lb/sqft) and misc. (2lb/sqft)
8" Quad-Deck Panel + 6" Top Hat
8" Quad-Deck Panel + 7" Top Hat
8" Quad-Deck Panel + 8" Top Hat
8" Quad-Deck Panel + 9" Top Hat
8" Quad-Deck Panel + 10" Top Hat
8" Quad-Deck Panel + 11" Top Hat
8" Quad-Deck Panel + 12" Top Hat
67.4
70.5
73.6
76.7
79.9
83.0
86.1
76.7
79.9
83.0
86.1
89.2
92.4
95.5
98.6
104.9
108.0
111.1
114.2
117.4
120.5
123.6
89.2
92.4
95.5
98.6
101.7
104.9
108.0
111.1
101.7
Quad-Deck with Top Hats Floor Weights (Kg/m2)50mm Slab 75mm Slab 100mm Slab 125mm Slab
297.4 203mm Quad-Deck Panel + 130mm Top Hat
Notes:The above are unfactored estimated weights which include concrete (2400Kg/m3), reinforcement (15Kg/m2), Quad-Deck Panel(10Kg/m2) and misc. (10Kg/m2)
302.9
311
316.5
324.6
330.1
338.2
343.7
357.4
362.9
371
376.5
384.6
390.1
398.2
403.7
450.1
458.2
463.7
504.6
510.1
518.2
523.7
417.4
422.9
431
436.5
444.6
482.9
491
496.5
477.4
203mm Quad-Deck Panel + 150mm Top Hat
203mm Quad-Deck Panel + 180mm Top Hat
203mm Quad-Deck Panel + 200mm Top Hat
203mm Quad-Deck Panel + 230mm Top Hat
203mm Quad-Deck Panel + 250mm Top Hat
203mm Quad-Deck Panel + 280mm Top Hat
203mm Quad-Deck Panel + 300mm Top Hat
SHORING AND BRACING:INSTALLER IS RESPONSIBLE FOR THE DESIGN AND CORRECT INSTALLATION OF SHORINGOF QUAD-DECK FORMS IN ACCORDANCE WITH ACI (AMERICAN CONCRETE INSTITUTE)347-04 “GUIDE TO FORMWORK FOR CONCRETE” OR CURRENT APPLICABLE CODES. ANYVARIANCE FROM THESE STANDARDS MUST BE PROVIDED AND CERTIFIED IN ADVANCE BYA QUALIFIED ENGINEER, LICENSED FOR THE JOBSITE LOCATION AND SPECIFICATIONS.
DISTANCE BETWEEN SHORING BEAMS: FOR UP TO 4" [100mm] OF CONCRETE TOPPING AND LIGHT-DUTYCONSTRUCTION LOADS (25psf [1.2kN/m2]), QUAD-DECK TO BE SHORED AT 6' [1.8m] O/C MAX. STARTING AT 6" [150mm]FROM PANEL ENDS,EXCEPT FOR PANELS THAT ARE ONLY 6' [1.8m] LONG OR LESS REQUIRING 5' [1.5m] O/C MAX SPACING.
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm,254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
STD. LAP SPLICEAT SUPPORT, TYP.
TOP REINFORCEMENT DOWELS AS SPECIFIEDTO COINCIDE WITH QUAD-DECK CONCRETE JOISTS(E.G. #4@24" O/C, 18" INTO WALL & 36" INTO SLAB, COINCIDING WITH TOP OF JOISTS)
SLAB REINFORCEMENT OMITTED FOR CLARITY(E.G. WWM 6X6 OR #3@12" O/C E/W, AT MID DEPTH)
TYPE
BEAM AND JOIST CURTAILMENT RULESDESCRIPTION SUPPORT SUPPORT
CL. SUPPORT
TL
TC
TR
BL
BC
BR
TOP
REI
NF.
BOT.
REI
NF.
CL. SPAN CL. SUPPORT CL. SPAN
TOP LEFT END CONDITION
TOP OVER SUPPORT
TOP RIGHT END CONDITION
CONTINUOUS BOTTOM BARLEFT END CONDITION
CONTINUOUS BOTTOM
CONTINUOUS BOTTOMRIGHT END CONDITION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT OMITTED FOR CLARITY(E.G. WWM 6X6 OR #3@12" O/C E/W, AT MID DEPTH)
MIN. COVERAS SPECIFIED
STD. 90° HOOK
TYPE
BEAM AND JOIST CURTAILMENT RULESDESCRIPTION SUPPORT SUPPORT
CL. SUPPORT
TL
TC
TR
BL
BC
BR
TOP
REI
NF.
BOT.
REI
NF.
CL. SPAN CL. SUPPORT CL. SPAN
CONTINUOUS TOPLEFT END CONDITION
CONTINUOUS TOP
CONTINUOUS TOPRIGHT END CONDITION
CONTINUOUS BOTTOM BARLEFT END CONDITION
CONTINUOUS BOTTOM
CONTINUOUS BOTTOMRIGHT END CONDITION
IN SOME CASES, AT MID THIRD OF SPAN,STIRRUPS MAY BE OMITTED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONCRETE JOIST REINFORCEMENT DETAILSPECIAL CASES ONLY
SAMPLE ONLY!
SPECIFICATIONSSAMPLE IMPERIAL QUAD-DECK SCHEDULE1
SAMPLE QUAD-DECK STRUCTURAL SCHEDULE (COORDINATE WITH GENERAL NOTES)
LOCATION/LEVEL/SCOPE
FLOORASSEMBLY
JOIST BOTTOMREINFORCEMENT
SLAB REINFORCEMENT(Splice near centers of spans)
SHEAR STIRRUPS INQUAD-DECK JOISTS
CONCRETE(also see GENERAL NOTES
in structural plans)
NEGATIVE MOMENT REINFORCEMENT
AT BEARING ENDS(i.e. @ Quad-Deck panel-ends)
AT SIDES(i.e. @ parallel to Quad-Deck panels) ACROSS BEAMS/WALLS
MAIN FLOOR3" SLAB + 9" QUAD-DECK(Total 12" before finishes,
includes 2" insulation underjoists)
2-#5Extend into perimeter bearing
wall/beam by 4" to 6" - do not bend.24" contact splice permitted only above
walls/bearing beams.
WWM 6x6xW2.1/W2.1OR
#3 AT 12" O/C E/WNOT REQUIRED
3000psi MIX AT 28 DAYS6.5" SLUMP
3/8" AGGREGATE
#5 DOWELS 8" x 36"@ 24" O/C
(36" legs into slabcoinciding with top of joists)
#4 DOWELS 8" x 24"@ 36" O/C
#5 BARS x 6ft LONG@ 24" O/C
(coinciding with top of joists)
GARAGEFLOOR
5" SLAB + 12.5" QUAD-DECK(Total 17.5" before finishes,includes 2" insulation under
joists)
2-#8Extend into perimeter bearing
wall/beam by 4" to 6" - do not bend.24" contact splice permitted only above
walls/bearing beams.
TRANSVERSE: #3 AT 12" O/C.LONGITUDINAL: #5 @ 24" O/C ABOVE
JOISTS ALTERNATING WITH #3 @ 24" O/CBETWEEN JOISTS
BEND TRANS. & LONG. REINF. DOWNINTO WALL/BEAM AT ENDS BY 8"
#3 S-STIRRUPS@ 6" O/C FOR FULL LENGTH
OF EACH JOIST.HOOKED TO #8 AT BOT.
AMD #5 AT TOP.
5000psi MIX AT 28 DAYS6.5" SLUMP
3/8" AGGREGATESEE SLAB REINF. SEE SLAB REINF. N/A
SECONDFLOOR
3" SLAB + 11" QUAD-DECK(Total 14" before finishes,
includes 2" insulation underjoists)
2-#6Extend into perimeter bearing
wall/beam by 4" to 6" - do not bend.24" contact splice permitted only above
walls/bearing beams.
WWM 6x6xW2.1/W2.1OR
#3 AT 12" O/C E/W
#3 S-STIRRUPS@ 6" O/C FOR FIRST AND
LAST 6ft OF SPAN HOOKEDTO #8 AT BOT. AND #5
DOWELS AT TOP.
3000psi MIX AT 28 DAYS6.5" SLUMP
3/8" AGGREGATE
#5 DOWELS 8" x 6ft@ 24" O/C
(6ft legs into slabcoinciding with top of joists)
#4 DOWELS 8" x 24"@ 36" O/C
#5 BARS x 12ft LONG@ 24" O/C
(coinciding with top of joists)
ROOF
GENERAL NOTES
ALL #3 REBAR TO BE GRADE 40.ALL #4 AND LARGER REBAR TO BE GRADE 60.ALL BOTTOM JOIST REINFORCEMENT TO HAVE MIN. 3/4" CONCRETE COVER U.N.O.ALL SLAB REINFORCEMENT TO BE VERTICALLY CENTERED IN SLAB WITH MINIMUM 3/4" CONCRETE COVER U.N.O.FOR 1-HOUR FIRE RESISTANCE RATING, MIN. 3-½" SLAB TOPPING PER ACI 216 (TABLE 2.1.)
SAMPLE ONLY!
SPECIFICATIONSSAMPLE METRIC QUAD-DECK SCHEDULE2
SAMPLE QUAD-DECK STRUCTURAL SCHEDULE (COORDINATE WITH GENERAL NOTES)
LOCATION/LEVEL/SCOPE
FLOORASSEMBLY
JOIST BOTTOMREINFORCEMENT
SLAB REINFORCEMENT(Splice near centers of spans)
SHEAR STIRRUPS INQUAD-DECK JOISTS
CONCRETE(also see GENERAL NOTES
in structural plans)
NEGATIVE MOMENT REINFORCEMENT
AT BEARING ENDS(i.e. @ Quad-Deck panel-ends)
AT SIDES(i.e. @ parallel to Quad-Deck panels) ACROSS BEAMS/WALLS
MAIN FLOOR
75mm SLAB+ 229mm QUAD-DECK
(Total 304mm before finishes,includes 51mm insulation
AND LAST 2m OF SPANHOOKED TO 20M AT BOT.AND 15M DOWEL AT TOP.
21MPa MIX AT 28 DAYS160mm SLUMP
10mm AGGREGATE
15M DOWELS200mm x 2m
@ 610mm O/C(2m legs into slab
coinciding with top of joists)
15M DOWELS200mm x 600mm
@ 1m O/C
15M BARS x 4m LONG@ 610mm O/C
(coinciding with top of joists)
ROOF
GENERAL NOTES
ALL 10M REBAR TO BE GRADE 300.ALL 15M AND LARGER REBAR TO BE GRADE 400.ALL BOTTOM JOIST REINFORCEMENT TO HAVE MIN. 20mm CONCRETE COVER U.N.O.ALL SLAB REINFORCEMENT TO BE VERTICALLY CENTERED IN SLAB WITH MINIMUM 20mm CONCRETE COVER U.N.O.FOR 1-HOUR FIRE RESISTANCE RATING, MIN. 89mm SLAB TOPPING PER ACI 216 (TABLE 2.1.)
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR FINISH AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FASTEN CEILING FINISH TO METAL FURRING
Ø434" [120mm]
VOID FOR UTILITIES
ONLY IF REQUIRED - SEE QD-808SHEAR REINFORCEMENT - TOP REBAR AND STIRRUPSALTERNATE STIRRUPS ALONG JOIST LENGTH
QUAD-DECK INTEGRATED METAL FURRING SPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
Scale: N.T.S.TYPICAL QUAD-DECK FLOOR DETAIL1
QUAD-DECK PANEL WIDTH2'-0" [610mm]
2" [5
1mm
]
QUAD-DECK DOUBLE REBAR CHAIRSPACED AT 4'-0" [1.2m] O/C
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR FINISH AS SPECIFIED
REINFORCEMENT OVERLAP AS SPECIFIED
TOP OF WALL REINFORCEMENT AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
QUAD-LOCK WALL CONCRETE THICKNESS AND INSULATION AS SPECIFIED
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO QUAD-LOCK WALL1
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK METAL TRACK
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
FLOOR FINISH AS SPECIFIED
REINFORCEMENT OVERLAP AS SPECIFIED
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
REMOVE WALL INSULATION EPS AT QUAD-DECK JOIST LOCATIONS
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALL CONCRETE THICKNESS AND INSULATION AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK WALL PANELS MITERED AT TOPTO PROVIDE CONCRETE SUPPORT FOR TOP PLATE ABOVE
BOTTOM PLATE WITH SILL SEALERINDENT FROM OUTSIDE OF WALL EPS BY SHEATHING THICKNESS
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
ANCHOR BOLT AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK WALL PANELS MITERED AT TOPTO PROVIDE CONCRETE SUPPORT FOR TOP PLATE ABOVE
BOTTOM PLATE WITH SILL SEALERINDENT FROM OUTSIDE OF WALL EPS BY SHEATHING THICKNESS
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF QUAD-LOCK WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EORANCHOR BOLT AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKSAS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
FLOOR FINISH AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK METAL TRACK
WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL AS SHOWN OR SPLICE ABOVE WALLMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
REMOVE WALL INSULATION EPS AT QUAD-DECK JOIST LOCATIONS
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK INTERMEDIATE WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
WALL FINISH AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
QUAD-LOCK METAL TRACK
TOP OF WALL REINFORCEMENT AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK INTERMEDIATE WALL1
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
FLOOR/ROOF FINISH AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TOQUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIED
CONTINUE THROUGH WALL AS SHOWN OR SPLICE ABOVE WALLMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
REMOVE WALL INSULATION EPS AT QUAD-DECK JOIST LOCATIONS
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF QUAD-LOCK INTERMEDIATE WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
TOP OF WALL REINFORCEMENT AS SPECIFIED
FLOOR/ROOF FINISH AS SPECIFIED
NEGATIVE MOMENT REINF. BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR & PARALLEL TO TOP OF QUAD-LOCK WALL1
TOP OF WALL REINFORCEMENT AS SPECIFIED
FLOOR/ROOF FINISH AS SPECIFIED NEGATIVE MOMENT REINF. BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
VOID FOR UTILITIES
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL WIDTH2'-0" [610mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO WALL/STAIR THREADS1
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
TOP OF WALL REINFORCEMENT AS SPECIFIED
FLOOR/ROOF FINISH AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
RUN AS SPECIFIED
RIS
E AS
SPE
CIF
IED
STAIR REINFORCEMENTAS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO WALL/STAIR THREADS1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
TOP OF WALL REINFORCEMENT AS SPECIFIED
FLOOR/ROOF FINISH AS SPECIFIED REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
RUN AS SPECIFIED
RIS
E AS
SPE
CIF
IED
STAIR REINFORCEMENTAS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL WIDTH2'-0" [610mm]
VOID FOR UTILITIES
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
SLOPE AND FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
VERTICAL WALL REINFORCEMENT AS SPECIFIED
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
RAILING TO BE SECURED TO CONCRETEVIA CONCRETE ANCHORS OR
WELD BASE TO EMBEDDED STEEL PLATE
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]
DRIP LEDGE AS SPECIFIED
BEVEL EXPOSED CONCRETE EDGE
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
FOAM EXTRUSION
EXTERIOR FINISH AS SPECIFIED
PORCH CONDITION
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
RAILING TO BE SECURED TO CONCRETEVIA CONCRETE ANCHORS OR
WELD BASE TO EMBEDDED STEEL PLATE
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF QUAD-LOCK WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
BEVEL EXPOSED CONCRETE EDGE
DRIP LEDGE AS SPECIFIED
EXTERIOR FINISH AS SPECIFIED
PORCH CONDITION
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK WALL PANELS MITERED AT TOP
COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
BEVEL EXPOSED CONCRETE EDGE
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
CAULKING
SEAL CONCRETE SURFACE
QUAD-LOCK WALL PANELSMITERED AT TOP
WATERPROOFING
DRIP LEDGE AS SPECIFIED
CAULKING
DRIVEWAY CONDITION
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIED
AT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
SLOPE AND FINISH AS SPECIFIED
TOP OF WALL REINFORCEMENT AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR SLAB REINFORCEMENT AS PER EOR
E.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
VERTICAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
GROUT
QUAD-LOCK WALL PANELSMITERED AT TOP
WATERPROOFING
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRIVEWAY CONDITION
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
BEVEL EXPOSED CONCRETE EDGE
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIED
AT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLOPE AND FINISH AS SPECIFIED
TOP OF WALL REINFORCEMENT AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
LINTEL REINFORCEMENT AS SPECIFIED
QUAD-LOCK METAL TRACK
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FLUSHED HEAD OPENING CONDITION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR WALL OFFSET CONDITION
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CUT OUT CONT. REGLET (~15° SLOPE) TO EXPOSE CONCRETERE-INSULATE WITH CUT-OUT EPS OR SPRAY-FOAM
CAULK SELF ADHERED MEMBRANE (SAM) TO PRIMED CONCRETE(PRIMER MUST BE COMPATIBLE WITH ANY CAULKING APPLIED)
SELF ADHERED MEMBRANEPRIME ALL CONTACT SURFACES
WITH WATER BASED PRIMER
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK WITH SELF-SUPPORTING QUAD-LOCK WALL ON TOP
R1
2021-10-01
Z. PROSTRANQD-224
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
Ø434" [120mm] VOID FOR UTILITIES
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR FINISH AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL WIDTH2'-0" [610mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK METAL TRACK
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-LOCK YELLOW TIE
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
BEAM REINFORCEMENT & SIZE AS SPECIFIED
Scale: N.T.S.QUAD-DECK SUPPORTING QUAD-LOCK WALL (PANELS PARALLEL TO WALL)1 BEAM IN THE WALL CONDITION
2" [51mm] THICK INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK WITH SELF-SUPPORTING QUAD-LOCK WALL ON TOP
R1
2021-10-01
Z. PROSTRANQD-225
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM AS SHOWN OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR FINISH AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
WALL FINISH AS SPECIFIED
BEAM REINFORCEMENT & SIZE AS SPECIFIED
QUAD-LOCK METAL TRACK
Scale: N.T.S.QUAD-DECK SUPPORTING QUAD-LOCK WALL (PANELS PERPENDICULAR TO WALL)1 BEAM IN THE WALL CONDITION
NEGATIVE MOMENT REINFORCEMENT BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
TRANSVERSE REINFORCEMENT BARS OVER BEAM AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR FINISH AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-LOCK METAL TRACK
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL CUT IN HALF LONGITUDINALLY
BEAM REINFORCEMENT & SIZE AS SPECIFIED
Scale: N.T.S.QUAD-DECK SUPPORTING QUAD-LOCK WALL (PANELS PARALLEL TO WALL)1 BEAM IN THE DECK CONDITION
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NEGATIVE MOMENT REINFORCEMENT BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR FINISH AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-LOCK METAL TRACK
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR AND INTERIOR WALL FINISH AS SPECIFIED
BEAM REINFORCEMENT & SIZE AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM AS SHOWN OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
Scale: N.T.S.QUAD-DECK SUPPORTING QUAD-LOCK WALL (PANELS PERPENDICULAR TO WALL)1 BEAM IN THE DECK CONDITION
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL (Panels Parallel to Beam)1
SHEET INSULATION TO PREVENT THERMAL BRIDGING
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
AS SPECIFIED
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL (Panels Parallel to Beam)2
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
AS SPECIFIED
WITH THERMAL BREAK INSULATION
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL (Panels Perpendicular to Beam)1
AS SPECIFIED
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL (Panels Perpendicular to Beam)2
AS SPECIFIED
WITH THERMAL BREAK INSULATION
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
SHEET INSULATION TO PREVENT THERMAL BRIDGING
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Parallel to Beam)1
SHEET INSULATION TO PREVENT THERMAL BRIDGING
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES AS SPECIFIED
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Parallel to Beam)2
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
WITH THERMAL BREAK INSULATION
AS SPECIFIED
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Perpendicular to Beam)1
SHEET INSULATION TO PREVENT THERMAL BRIDGING
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Perpendicular to Beam)2
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
WITH THERMAL BREAK INSULATION
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
AS SPECIFIED
AS SPECIFIED
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
FINISH AS SPECIFIED
BEAM REINFORCEMENT AND SIZE AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
QUAD-DECK CONCRETE JOIST (BOTTOM) REINF. AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAM
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK CONCRETE JOIST (BOTTOM) REINF. AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAM
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK FLUSHED PERIMETER BEAM DETAIL (Panels Parallel to Beam)1
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
AS SPECIFIED
FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
AS S
PEC
IFIE
D
QUAD-DECK PANEL WIDTH2'-0" [610mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm] FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRING
SPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIESAS SPECIFIED
FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
AS S
PEC
IFIE
D
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Parallel to Beam)2
REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED
REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
FINISH AS SPECIFIED
BEAM REINF. AS SPECIFIED
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
AS SPECIFIED
AS S
PEC
IFIE
DLVL FOR STAIR ATTACHMENTWITH LAG BOLTS CAST IN PLACE
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
Scale: N.T.S.QUAD-DECK STAIR OPENING (Panels Perpendicular to Beam)1
Scale: N.T.S.QUAD-DECK STAIR OPENING (Panels Parallel to Beam)2
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
BEAM REINF. AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO STAIR THREADS1
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
RUN AS SPECIFIED
RIS
E AS
SPE
CIF
IED
FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRING
SPACED @ 12" [305mm] O/C
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO STAIR THREADS2
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
RUN AS SPECIFIED
RIS
E AS
SPE
CIF
IED
BEAM REINFORCEMENT AS SPECIFIED
FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRING
SPACED @ 12" [305mm] O/C
STAIR REINFORCEMENTAS SPECIFIED
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL WIDTH2'-0" [610mm]
VOID FOR UTILITIES
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FLOOR/ROOF FINISH AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 3
8" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENTWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
STAIR REINFORCEMENTAS SPECIFIED
FLOOR/ROOF FINISH AS SPECIFIED
REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL ( Panels running in both directions)1
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL ( Panels running in both directions)2
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
AS SPECIFIED
FLOOR FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
AS S
PEC
IFIE
D
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
STEP AS SPECIFIED
STEP AS SPECIFIED
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL WITH FLOOR STEP (Panels running perpendicular to beam)1
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL WITH FLOOR STEP (Panels running perpendicular to beam)2
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
WALL BEYOND
WALL BEYOND
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
AS S
PEC
IFIE
D
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
AS S
PEC
IFIE
D
STEP AS SPECIFIED
STEP AS SPECIFIED
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL WITH FLOOR STEP (Panels running in both directions)1
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL WITH FLOOR STEP (Panels running in both directions)2
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
Scale: N.T.S.QUAD-DECK UPSTAND BEAM DETAIL (Panels Parallel to Beam)1
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
AS SPECIFIED
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
ROOF FINISH AS SPECIFIED
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
Scale: N.T.S.QUAD-DECK UPSTAND BEAM DETAIL (Panels Perpendicular to Beam)2
BEAM REINFORCEMENT AS SPECIFIED
AS SPECIFIED QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
ROOF FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
TRANSVERSE REINFORCEMENT THROUGH BEAM AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDTHROUGH BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
AS SPECIFIED
CO
NC
RET
E BE
AM D
EPTH
AS
SPEC
IFIE
D
AS SPECIFIED
CO
NC
RET
E BE
AM D
EPTH
AS
SPEC
IFIE
D
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
BEAM REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SECURE METAL FURRING TO CONCRETEVIA SCREWS CAST IN PLACE
FINISH AS SPECIFIED
TRANSVERSE BEAM REINFORCEMENT3-#5 [15M] OR AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK INTEGRATED METAL FURRING
THIS AREA OF 'EPS' FOAM IS REMOVEDTO CREATE THE TRANSVERSE CROSS RIB / BEAMREBAR IS PLACED IN THE TRANSVERSE DIRECTIONOR PERPENDICULAR TO QUAD-DECK PANELS
QUAD-DECK DOUBLE REBAR CHAIR
NOTE:ONE CROSS RIBS MUST BE PRESENT AFTERNO MORE THAN 16' [4.9m] OF CLEAR SPAN INTHE MIDDLE OF THE PANEL
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL24" [610mm] WIDE
QUAD-DECK PANEL24" [610mm] WIDE
ADDITIONAL REINFORCEMENT IN THIS JOIST
ADDITIONAL INSULATION AS REQUIREDCROSS RIB WIDTH
AS SPECIFIED
Scale: N.T.S.UTILITY FLOOR OPENING - TOP VIEW1
Scale: N.T.S.SECTION B-B2
Scale: N.T.S.SECTION A-A3
DO NOT USE FOR STAIR OPENINGS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISHTO QUAD-DECK INTEGRATED METAL FURRING
SPACED @ 12" [305mm] O/C
Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL (Panels Perpendicular to Beam)1
AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Parallel to Beam)2
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 3
4" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIES
AS SPECIFIED
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
SQUARE OR ROUND HOLLOW STRUCTURAL SECTION (HSS)WITH BEARING PLATE & SHEAR STUDS CAST IN PLACE
SQUARE OR ROUND HOLLOW STRUCTURAL SECTION (HSS)WITH BEARING PLATE & SHEAR STUDS CAST IN PLACE
AS SPECIFIED
ROOF FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
ROOF FINISH AS SPECIFIED
BEAM REINFORCEMENT AS SPECIFIED
TRANSVERSE REINFORCEMENT THROUGH BEAM AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDTHROUGH BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
MITER CUT PANEL ENDS TO ALLOW CONCRETE MIX FLOW(DONE ON SITE BY CONTRACTOR)
AS S
PEC
IFIE
D
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDBEND UP INTO BEAM AS SHOWN
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
STEEL BEAM W/ SHEAR STUDSAS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FINISH AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
Ø434" [121mm] VOID FOR UTILITIES
STEEL BEAM W/ WELDED NELSON STUDSAS SPECIFIED
Ø434" [121mm] VOID FOR UTILITIES
AS SPECIFIED
MITER CUT PANEL ENDSTO ALLOW CONCRETE MIX FLOW
REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED
FINISH AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
MITER CUT PANEL ENDS TO ALLOW CONCRETE MIX FLOW(DONE ON SITE BY CONTRACTOR)
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER STEEL BEAM SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
FINISH AS SPECIFIED
AS SPECIFIED
SHEET INSULATION TO PREVENT THERMAL BRIDGING
STEEL BEAM W/ WELDED NELSON STUDSAS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Ø434" [121mm]
VOID FOR UTILITIESAS SPECIFIED
Ø434" [121mm]
VOID FOR UTILITIES
MITER CUT PANEL SIDETO ALLOW CONCRETE MIX FLOW(DONE ON SITE BY CONTRACTOR)
STEEL BEAM W/ SHEAR STUDS AS SPECIFIED
STEEL BEAM W/ SHEAR STUDS AS SPECIFIED
SHEET INSULATION TO PREVENT THERMAL BRIDGING
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED
TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
MITER CUT PANEL SIDE TO ALLOW CONCRETE MIX FLOW(DONE ON SITE BY CONTRACTOR)
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER STEEL BEAM SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
Ø434" [121mm] VOID FOR UTILITIES
STEEL BEAM WITH WELDED NELSON STUDS AS SPECIFIEDALTERNATELY OFFSET STUDS LEFT AND RIGHT
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER STEEL BEAM SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPEC'DMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDSPACED AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PERPENDICULAR TO DELTABEAM1
Scale: N.T.S.QUAD-DECK PARALLEL TO DELTABEAM2
MINIMUM 3" [75mm] BEARING WIDTHOF INSUL-DECK ON DELTABEAM FLANGES
MINIMUM 3" [75mm] BEARING WIDTHOF QUAD-DECK ON DELTABEAM FLANGES
FINISH AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER DELTABEAM SPACED AT 24" [610mm] O/CCOINCIDING WITH INSUL-DECK CONCRETE JOISTSSLAB REINFORCEMENT AS PER EOR
E.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE BEAM REINF. AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER
FOR ALL PRIMARY REBAR OR AS PER EOR
DELTABEAM AS SPECIFIED (IDB 10-24 SHOWN)
MAX. 234" [70mm] FOR DELTABEAM FIRE REBARS
OPTIONAL: INSULATION BOARD WITH POLYURETHANE SPRAYFOAMTO CLOSE OFF THE END GAPS
OPTIONAL: INSULATION BOARD WITH POLYURETHANE SPRAYFOAMTO CLOSE OFF THE END GAPS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
REINFORCEMENT FOR PARAPET WALL (IF SPECIFIED)
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF QUAD-LOCK WALL1
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-LOCK METAL TRACK
REINFORCEMENT FOR PARAPET WALL (IF SPECIFIED)
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Scale: N.T.S.QUAD-DECK GREEN ROOF - PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK YELLOW TIE
QUAD-LOCK WIRE TOP TIE
REMOVE PANEL QUAD-LOCK PANEL KNOBS AND SECURE WITH QUAD-LOCK TRACK
RAILING OR BALUSTRADE - SECURE TO CONCRETE
BASE SHEET MEMBRANE
CAP SHEET MEMBRANE
DRAINAGE BOARD
MICRO FABRIC
GROWING MEDIUM
CONCRETE,WOOD OR STEEL CURB
VEGETATION
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED
PRIME EPS SURFACE WITHWATER BASED PRIMER
DRAIN
GRAVELOR PAVER
EXTEND 2 LAYERSOF MICRO FABRICUP AGAINST THE CURB
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK YELLOW TIE
MIN. 2% DRAIN SLOPEOR AS SPECIFIED
WATERPROOFING AS SPECIFIED
QUAD-LOCK METAL TRACK
BLOCKING
COUNTER-FLASHING
EXTERIOR FINISH
METAL FASCIA
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
WATER PROOFING AND DRAIN SLOPE AS SPECIFIED
QUAD-LOCK METAL TRACK
BLOCKING
COUNTER-FLASHING
EXTERIOR FINISH
METAL FASCIA
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
Scale: N.T.S.CONCRETE OVERHANG - QUAD-DECK PANELS PARALLEL TO QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK YELLOW TIE
FINISH AND WATERPROOFINGAS SPECIFIED
TOP OF WALL REINFORCEMENT AS SPECIFIED
AS S
PEC
IFIE
D
AS SPECIFIED
MIN. 2% DRAIN SLOPEOR AS SPECIFIED
BEVEL INSIDE QUAD-LOCK PANEL EDGE
OVERHANG REINFORCEMENTAS SPECIFIED
REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.CONCRETE OVERHANG - QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
AS S
PEC
IFIE
D
AS SPECIFIED DRAIN SLOPE AS SPECIFIED
BEVEL INSIDE QUAD-LOCK PANEL EDGE
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
OVERHANG REINFORCEMENTAS SPECIFIED
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.CONCRETE OVERHANG - INSUL-DECK PANELS PERPENDICULAR TO ICF WALL1
FINISH & WATERPROOFING AS SPECIFIED
TOP OF WALL REINFORCEMENT
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
FASTEN CEILING FINISH TO INSUL-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
INSUL-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
AS S
PEC
IFIE
D
OVERHANG AS SPECIFIED
DRAIN SLOPE AS SPECIFIEDICF FORM MITERED AT TOP
INSUL-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
OVERHANG REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] E/W
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
METAL FASCIA WITHCOUNTER-FLASHING
BLOCKING
TAPERED INSULATION FOR DRAINAGE AS SPECIFIED
DOWNSPOUTS CUT INTO ICF EPS(AFTER CONCRETE POUR/CURE)
SPRAYFOAM IN PLACE
ROOF DRAIN AS SPECIFIED
EXTERIOR FINISH AS SPECIFIEDIF STUCCO, APPLY REINFORCEMENT MESH
FOR FULL HEIGHT OF DOWNSPOUT
ICF WEB/TIE
ICF WALL PANEL - EXPANDED POLYSTYRENE (EPS)
ICF WALL CONCRETE THICKNESS AND INSULATION AS SPECIFIED
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
Scale: N.T.S.FLAT QUAD-DECK OVERHANG - PANELS PERPENDICULAR TO QUAD-LOCK WALL1
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
MIN. 2% DRAIN SLOPE OR AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
NEGATIVE MOMENT REINF. DOWELS WITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS
AS SPECIFIED
QUAD-DECK OVERHANG REINFORCEMENT AS SPECIFIEDSTIRRUPS WITH TOP AND BOTTOM REBAR
SEE QD-808
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
METAL FASCIA
COUNTER-FLASHING
FASCIA BOARDFASTEN TO ENDS OF QUAD-DECK CONCRETE BEAMS
BLOCKING SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1
QUAD-DECK PANEL WIDTH2'-0" [610mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
METAL GUTTER AS SPECIFIED
QUAD-LOCK METAL TRACK
WATERPROOFING
SHEET INSULATION
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
ROOFING/FINISH AS SPECIFIED
METAL FLASHING WITH DRIP LEDGE
NEGATIVE MOMENT REINF. DOWELSWITH STD. HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
EXTERIOR WALL FINISH AS SPECIFIED
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
XX
YY
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
CUT OUT QUAD-LOCK WALL EPS FOAM AT EVERY CONCRETE JOIST(IN COLDER CLIMATES) COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
ROOFING/FINISH AS SPECIFIED
METAL FLASHING WITH DRIP LEDGE
EXTERIOR WALL FINISH AS SPECIFIEDQUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
XX
YY
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
REBAR DOWELS WITH STD. HOOKS AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-LOCK METAL TRACK
METAL FLASHING WITH DRIP LEDGE
CANT STRIP
ROOFING/FINISH AS SPECIFIED
NEGATIVE MOMENT REINF. DOWELSWITH STD. HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
EXTERIOR WALL FINISH AS SPECIFIED
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
XX
YY
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
CUT OUT QUAD-LOCK WALL EPS FOAM AT EVERY CONCRETE JOIST(IN COLDER CLIMATES) COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
XX
YYSLAB REINFORCEMENT AS PER EOR
E.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
ROOFING/FINISH AS SPECIFIED
EXTERIOR WALL FINISH AS SPECIFIED
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
AS SPECIFIED
XX
YY
OVERHANG REINFORCEMENT AS SPECIFIED
AS SPECIFIED
NEGATIVE MOMENT REINF. DOWELSWITH STD. HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
(IN COLDER CLIMATES) COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
EXTERIOR WALL FINISH AS SPECIFIED
FIELD CUT ENDS OFQUAD-DECK PANELS
WASTE
QUAD-DECK OVERHANG REINFORCEMENT AS SPECIFIEDSTIRRUPS WITH TOP AND BOTTOM REBAR
SEE QD-808
AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:
7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE
2" TO 6" [50mm TO 150mm]
CLAY TILES
ANTI-PONDING BOARD
FASCIA
NEGATIVE MOMENT REINF. DOWELSWITH STD. HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
FURRING STRIPS
WATER PROOFING
METAL FLASHING
UPSTAND SUPPORT WHALER
GUTTER
Scale: N.T.S.QUAD-DECK PITCHED WALL TO ROOF DETAIL WITH QUAD-DECK OVERHANG1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
(IN COLDER CLIMATES) COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NEGATIVE MOMENT REINF. DOWELS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
NOTE:This scenario is typically used for vaulted ceilings without column supports wherethe beam clear spans from gable to gable
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
NOTE:This scenario is typically used with for shorter spans and/or with internal support elementssuch as columns
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
FIELD CUT ENDS OFQUAD-DECK PANELS
WASTE
ROOFING/FINISH AS SPECIFIED
(IN COLDER CLIMATES)COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NOTE:This scenario is typically used with for shorter spans and/or with internal supportelements such as columns
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.MITERED RIDGE DETAIL - QUAD-DECK PANELS PERPENDICULAR TO BEAM1
ROOFING/FINISH AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C
COINCIDING W/ QUAD-DECK CONCRETE JOISTS
MITER CUT ENDS OF QUAD-DECK PANELSWASTE
NOTE:This design is typically used for hip roofs or with horizontal collar ties that spanfrom eve to eve to resist walls moving out laterally
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
ROOFING/FINISH AS SPECIFIEDNEGATIVE REINFORCEMENT AS SPECIFIED
Scale: N.T.S.MITERED RIDGE DETAIL - QUAD-DECK PANELS PARALLEL TO BEAM1
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
YY
FIELD CUT ENDS OF QUAD-DECK PANELSWASTE
NOTE:This scenario is typically used with for shorter spans and/or with internalsupport elements such as columns
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIED
AT PANEL ENDS 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS
QUAD-DECK PANEL THICKNESSES:
7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE
2" TO 6" [50mm TO 150mm]
AS SPECIFIED
CONCRETE BEAM
AS SPECIFIED
Scale: N.T.S.SKYLIGHT DETAIL - QUAD-DECK PANELS PERPENDICULAR TO BEAM1
4" - 8" TYP.
[100mm - 200mm]
CONCRETE BEAMREINFORCEMENT AS SPECIFIED
CONTINUOUS INSULATION
BLOCKING
SKYLIGHT BY OTHERS
NOTE:Also refer to detail QD-315
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 3" [75mm] SLUMP
OR AS PER EOR
(IN COLDER CLIMATES) COVER ENDS OF METAL STRIPSWITH AT LEAST 2" [50mm] INSULATION
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANELS CAN SIT ON TOP OF WALL OR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF THERE STILL NEEDS TO BE A SHORING BEAM CLOSE TO WALL)
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
FURRING AND INSULATION IF SPECIFIED
INTERIOR WALL FINISH AS SPECIFIED
CUT OFF FIRSTQUAD-DECK WING
STOP FIRST POUR ATU/S OF QUAD-DECK
OR AT U/S OFCONCRETE JOISTS
EXTERIOR FINISHAS SPECIFIED
Ø434" [121mm]
VOID FOR UTILITIES
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF CONCRETE WALL1
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS CAN SIT ON TOP OF WALL OR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF THERE STILL NEEDS TO BE A SHORING BEAM CLOSE TO WALL)
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
FURRING AND INSULATION IF SPECIFIED
INTERIOR WALL FINISH AS SPECIFIED
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF CONCRETE WALL1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS CAN SIT ON TOP OF WALL OR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF THERE STILL NEEDS TO BE A SHORING BEAM CLOSE TO WALL)
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
FURRING AND INSULATION IF SPECIFIED
INTERIOR WALL FINISH AS SPECIFIED
CUT OFF FIRSTQUAD-DECK WING
STOP FIRST POUR ATU/S OF QUAD-DECK
OR AT U/S OFCONCRETE JOISTS
EXTERIOR FINISHAS SPECIFIED
Ø434" [121mm]
VOID FOR UTILITIES
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO CONCRETE WALL1
TOP OF WALL REINFORCEMENTAS SPECIFIEDTOP OF WALL REINFORCEMENTAS SPECIFIED
VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS CAN SIT ON TOP OF WALL OR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF THERE STILL NEEDS TO BE A SHORING BEAM CLOSE TO WALL)
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
FURRING AND INSULATION IF SPECIFIED
INTERIOR WALL FINISH AS SPECIFIED
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO CONCRETE WALL1
VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS PARALLEL TO TOP OF INTERMEDIATE CONCRETE WALL
R1
2021-10-01
Z. PROSTRANQD-605
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
CAST IN PLACE REINFORCED CONCRETE WALL
QUAD-DECK PANELS CAN SIT ON TOP OF WALLOR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF WALL, A SHORING BEAMIS STILL NEEDED CLOSE TO WALL)
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS PERPENDICULAR TOP OF INTERMEDIATE CONCRETE WALL
R1
2021-10-01
Z. PROSTRANQD-606
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
CAST IN PLACE REINFORCED CONCRETE WALL
QUAD-DECK PANELS CAN SIT ON TOP OF WALLOR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF WALL, A SHORING BEAMIS STILL NEEDED CLOSE TO WALL)
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FINISH AS SPECIFIED
NEGATIVE MOMENT REINFORCEMENT BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF INTERMEDIATE CONCRETE WALL1
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALL
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS PARALLEL TO INTERMEDIATE CONCRETE WALL
R1
2021-10-01
Z. PROSTRANQD-607
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
CAST IN PLACE REINFORCED CONCRETE WALL
QUAD-DECK PANELS CAN SIT ON TOP OF WALLOR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF WALL, A SHORING BEAMIS STILL NEEDED CLOSE TO WALL)
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS PERPENDICULAR TO INTERMEDIATE CONCRETE WALL
R1
2021-10-01
Z. PROSTRANQD-608
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
CAST IN PLACE REINFORCED CONCRETE WALL
QUAD-DECK PANELS CAN SIT ON TOP OF WALLOR BUT AGAINST THE WALLDEPENDING ON ELEVATION HEIGHT DESIRED(IF PANELS SIT ON TOP OF WALL, A SHORING BEAMIS STILL NEEDED CLOSE TO WALL)
CONTINUE THROUGH WALL OR SPLICE OVER WALLMIN. 34" [20mm] CONCRETE COVER FORALL PRIMARY REBAR OR AS PER EOR
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
TOP OF WALL REINFORCEMENT AS SPECIFIED
VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS PARALLEL TO EXISTING CONCRETE WALL
R1
2021-10-01
Z. PROSTRANQD-609
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
REINFORCEMENT BARS AS SPECIFIEDDRILL IN AND EPOXY INTO EXISTING WALL
EXISTING CONCRETE WALL
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO EXISTING CONCRETE WALL1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
CUT OFF FIRST QUAD-DECK WING
QUAD-DECK PANEL WIDTH2'-0" [610mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANELS PERPENDICULAR TO EXISTING CONCRETE WALL
R1
2021-10-01
Z. PROSTRANQD-610
N/A
NOT TO SCALE
8.5" x 11" [216mm x 279mm]
G. KUSTERMANN
REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIEDDRILL IN AND EPOXY INTO EXISTING WALLAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
OVERLAP AS SPECIFIED
DOWEL LENGTH AS SPECIFIED
EXISTING CONCRETE WALL
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO EXISTING CONCRETE WALL1
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF CONCRETE BLOCK WALL1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO CONCRETE BLOCK WALL1
BOND BEAM SIZE ANDREINFORCEMENT AS SPECIFIED
VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALL
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
NEGATIVE MOMENT REINFORCEMENT BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
FINISH AS SPECIFIED
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
BOND BEAM SIZE ANDREINFORCEMENT AS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO INTERMEDIATE CONCRETE BLOCK WALL1
QUAD-DECK CONCRETE JOIST REINFORCEMENTAS SPECIFIED - CONTINUE THROUGH WALLMIN. 34" [20mm] CONCRETE COVERFOR ALL PRIMARY REBAR OR AS PER EOR
Ø434" [121mm] VOID FOR UTILITIES
VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
TRANSVERSE REINFORCEMENT BARS OVER WALLAS SPECIFIED
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINF. AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALL
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
BOND BEAM SIZE ANDREINFORCEMENT AS SPECIFIED
VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
NEGATIVE MOMENT REINFORCEMENT BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/C
COINCIDING WITH QUAD-DECK CONCRETE JOISTS
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF TILT-UP WALL1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRING
Scale: N.T.S.QUAD-DECK PERPENDICULAR TO SPC WALL1
Ø1/2" [12mm] ALL THREAD ROD (ASTM 193 B7) NEGATIVE MOMENT REINFORCEMENTSPACED @ 24" [610mm] O/CVERTICAL LEGS THROUGH PRECAST HOLES IN BOND BEAMWITH NUTS AND FLAT WASHERS ON EITHER SIDE OF BOND BEAMHORIZONTAL LEGS MIN. 24" [610mm] INTO SLAB - TERMINATE W/ DOUBLE NUTAND COINCIDING WITH QUAD-DECK CONCRETE JOISTSCENTERED VERTICALLY IN SLAB
2-#4 [2-15M]CONTINUOUS
MIN. 24" [610mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
Scale: N.T.S.QUAD-DECK PARALLEL TO SPC WALL2
Ø1/2" [12mm] ALL THREAD ROD (ASTM 193 B7) NEGATIVE MOMENT REINFORCEMENTSPACED @ 24" [610mm] O/CVERTICAL LEGS THROUGH PRECAST HOLES IN BOND BEAMWITH NUTS AND FLAT WASHERS ON EITHER SIDE OF BOND BEAMHORIZONTAL LEGS MIN. 24" [610mm] INTO SLAB - TERMINATE W/ DOUBLE NUTCENTERED VERTICALLY IN SLAB
2-#4 [2-15M]CONTINUOUS
MIN. 24" [610mm]
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRING
SUPERIOR WALL2" TO 4" [50-100mm] NON-STRUCTURAL QUAD-DECK PANEL TO SUPERIOR WALL OVERLAP
SUPERIOR WALL
2" TO 4" [50-100mm] NON-STRUCTURAL QUAD-DECK PANEL TO SUPERIOR WALL OVERLAP
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
INTERIOR AND EXTERIOR WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALLMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
VERTICAL WALL REINFORCEMENTAS SPECIFIED
QUAD-LOCK YELLOW TIE
HORIZONTAL WALL REINFORCEMENTAS SPECIFIED
NEGATIVE MOMENT / CANTILEVER REINFORCEMENT AS SPECIFIEDSPACED AT 24" [610mm] O/C
TERMINATE WITH STD. 90° HOOKSCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
EXTEND INTO OPPOSING FLOOR
STIRRUP SHEAR REINFORCEMENT AS SPECIFIEDALTERNATE LEFT TO RIGHTSEE QD-808
TOP REINFORCEMENTONLY USED WHEN SHEAR STIRRUPSARE REQUIRED
QUAD-LOCK WALL BEYONDCONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
STIRRUP REINFORCEMENT AS SPECIFIEDSEE QD-808
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Scale: N.T.S.BALCONY DETAIL - QUAD-DECK PANELS PARALLEL TO WALL4
Scale: N.T.S.QUAD-DECK CANTILEVER PERIMETER BEAM3
3QD702
4QD702
2QD702
Scale: N.T.S.FLOOR PLAN1
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH BEAM OR SPLICE AT BEAMMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
TRANSVERSE REINFORCEMENT BARS OVER WALL AS SPECIFIED
FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-LOCK YELLOW TIE
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
QUAD-LOCK METAL TRACK
INTERIOR AND EXTERIOR WALL FINISH AS SPECIFIED
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK PANEL WIDTH2'-0" [610mm]
QUAD-LOCK WALL BEYONDCONCRETE THICKNESS AND INSULATION AS SPECIFIED
AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
VOID FOR UTILITIES
3QD702
FLOOR STEP TO PREVENT WATER INGRESSACHIEVED WITH SHORTER QUAD-DECK PANELS ON EXTERIOR
DRAWN BY:
DATE DRAWN:
REVISION NO:
SCALE:
SHEET SIZE:
APPROVED BY:
REVISION DATE:
COMMENTS:
DRAWING NO:
R
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-LOCK YELLOW TIE
QUAD-LOCK ULTRA PANEL - EXPANDED POLYSTYRENE (EPS)3.125" W x 12" H x 48" L [79mm x 305mm x 1219mm]
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALLMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED
VERTICAL WALL REINFORCEMENT AS SPECIFIED
HORIZONTAL WALL REINFORCEMENT AS SPECIFIED
WALL FINISH AS SPECIFIED
CANTILEVER DISTANCE AS SPECIFIED
SCREED
EPS SHEET INSULATION & WATER PROOFING
STIRRUPS AS SPECIFIED - SEE QD-808
TILE
NEGATIVE MOMENT / CANTILEVER REINF.TERMINATE WITH STD. 90° HOOKS AS SPECIFIEDSPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTSEXTEND INTO OPPOSING FLOOR
STIRRUPS AS SPECIFIEDALTERNATE LEFT TO RIGHT
SEE QD-808
QUAD-LOCK GREEN TIE
SECURE RAILING DIRECTLY INTO CONCRETE(REMOVE EPS INSULATION)
TOP OF WALL REINFORCEMENT AS SPECIFIED
NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
QUAD-LOCK METAL TRACK
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
TOP OF WALL REINFORCEMENT AS SPECIFIED
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
NEGATIVE MOMENT / CANTILEVER REINF.TERMINATE WITH STD. 90° HOOKS AS SPECIFIEDSPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTSEXTEND INTO OPPOSING FLOOR
SCHÖCK ISOKORB® TYPE CM
STIRRUPS AS SPECIFIEDSEE DETAIL QD-808
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
STIRRUP REINFORCEMENT AS SPECIFIEDALTERNATE LEFT TO RIGHT
SEE QD-808
2QD704
Scale: N.T.S.BALCONY DETAIL WITH ISOKORB - QUAD-DECK PANELS PERPENDICULAR TO WALL1
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
SLOPE AND FINISH AS SPECIFIEDDRAIN GRATE AS SPECIFIED
STEEL ANGLE WIT WELDED STUDSCAST IN PLACE
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]
QUAD-DECK PANEL WIDTH2'-0" [610mm]
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
ADDITIONAL INSULATION
Scale: N.T.S.QUAD-DECK FLOOR DRAIN1
Ø434" [121mm]
VOID FOR UTILITIES
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SLOPE ENTIRE FLOOR/ROOF ASSEMBLY - FUR OUT THE UNDERSIDE QUAD-DECK DRAINAGE SLOPEB
USE VARYING QUAD-DECK PANEL THICKNESSES QUAD-DECK DRAINAGE SLOPED
SAME AS OPTION 'D' ABOVE - SLOPE USING EPS SHEETS QUAD-DECK DRAINAGE SLOPEF
SLOPE THE SLAB THICKNESS QUAD-DECK DRAINAGE SLOPEC
PLACE EPS SHEETS ON TOP OF EACH PANEL QUAD-DECK DRAINAGE SLOPEE
SLOPE BY ADDING TAPERED SHEET INSULATION ON TOP QUAD-DECK DRAINAGE SLOPEA
Great for roofs (with valleys) - inexpensive & fast - thermal optimization - requires rigid board on top prior to waterproofing
Great for garage floors (garage floor coating required)
CEILING FINISH (DRYWALL) SLOPED OR FURRED OUT FLAT
EPS TAPERS TO DRAINS
USED WITH ONE WAY SLOPES
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIED
MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
STEP REINFORCEMENT AS SPECIFIED
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EORSLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
STEP REINFORCEMENT AS SPECIFIED
Scale: N.T.S.FLOOR STEP PERPENDICULAR TO QUAD-DECK WITH SMALLER QUAD-DECK PANELS 1
Scale: N.T.S.FLOOR STEP PARALLEL TO QUAD-DECK WITH SMALLER QUAD-DECK PANELS 1
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
CONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMP
OR AS PER EOR
STEP REINFORCEMENT AS SPECIFIED
SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"
[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR
OR AS PER EOR
REINFORCEMENT OVERLAPAS SPECIFIED
REINFORCEMENT SPLICE AS SPECIFIED
FIELD CUT QUAD-DECK PANEL
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
UTILITY PENETRATIONS ARE OK. NOTE THATMETAL FURRING MUST BE CUT AND ADDITIONALSHORING AND/OR PLYWOOD FORMWORKSUPPORT IS NECESSARY
SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]
METAL FURRING FOR FINISH ATTACHMENTSPACED @ 12" [305mm] O.C.PREFERRED LOCATION FOR UTILITY PENETRATION
PENETRATIONS AT THIS LOCATIONCAN BE DONE ONLY WITH
PERMISSION FROM ENGINEER OF RECORDSEE DETAIL QD-807
FIRE RATING REQUIREMENTS(CAULKING, PENETRATION
MATERIAL, ETC.)NOT A PART OF THIS DETAIL
FASTEN FINISH TO QUAD-DECKINTEGRATED METAL FURRING
SLEEVEFORUTILITYRISER
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C
QUAD-DECK PANEL WIDTH2'-0" [610mm]
REMOVE QUAD-DECK EPS FOR MIN. REBAR COVER
SLEEVE FOR PLUMBING ELEMENTUSE SPRAY FOAM TO KEEP IN PLACE DURING POUR
IN ALL POSSIBLE CASES AVOID PASSING UTILITIESVERTICALLY THROUGH CONCRETE JOISTS.USE THIS DETAIL ONLY WHEN APPROVED BYTHE ENGINEER OF RECORD (EOR).
BEND BOTTOM LONGITUDINAL REINFORCEMENTAROUND PLUMBING SLEEVE AS SHOWN
SLEEVE FOR PLUMBING ELEMENTUSE SPRAY FOAM TO KEEP IN PLACE DURING POUR
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
WELDED WIRE FABRIC/MESHREFER TO ACI-318 CHAPTER 12 FOR SPECIFIC DIMENSIONALREQUIREMENTS FOR HORIZONTAL STRANDSVERTICAL STRAND SPACING AS REQUIRED BY SHEAR CALC'S.(TOP LONGITUDINAL BAR NOT NEEDED FOR DEVELOPMENT)
SINGLE BAR (TYPICALLY #3 [10m]) BENT AS REQUIRED(TOP LONGITUDINAL BAR NOT NEEDED FOR DEVELOPMENT)
TOP STRAND TO HAVE MIN. COVER AS REQUIREDSECOND TOP STRAND TO BE 2" DOWN
BOTTOM STRAND TO BE IN LINE WITHLONGITUDINAL REINFORCEMENTNEXT STRAND TO BE 2" UP.
TOP LONGITUDINAL DEVELOPMENT BAR
SLAB REINFORCEMENTOMITTED FOR CLARITY
SLAB REINFORCEMENTOMITTED FOR CLARITY
SLAB REINFORCEMENTOMITTED FOR CLARITY
SLAB REINFORCEMENTOMITTED FOR CLARITY
Scale: N.T.S.SHEAR REINFORCEMENT OPTION 22
Scale: N.T.S.SHEAR REINFORCEMENT OPTION 33
Scale: N.T.S.SHEAR REINFORCEMENT OPTION 44
WELDED WIRE FABRIC/MESH - REFER TO ACI-117BOTTOM WITH U-HOOK DEVELOPMENT, TOP FLAT FOR INSTALLVERTICAL STRAND SPACING AS REQUIRED BY SHEAR CALC'S.
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
SHEET INSULATION THICKNESS AS SPECIFIED(EPS OR XPS)
Z-SHAPE METAL FURRINGFASTEN TO QUAD-DECK METAL FURRING STRIPS
QUAD-DECK INTEGRATED METAL FURRING STRIPSSPACED AT 12" [305mm] O/C
Scale: N.T.S.OPTION A - ADDITIONAL INSULATION A
Scale: N.T.S.OPTION B - ADDITIONAL INSULATION B
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Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada
Building SystemsIT IS THE RESPONSIBILITY OF THE USER TO COMPLY WITH ALL APPLICABLEREGULATIONS AND BUILDING CODE REQUIREMENTS CONCERNING THE USE OFTHESE PRODUCTS.IT IS FURTHER THE RESPONSIBILITY OF THE USER TO RESEARCH AND UNDERSTANDSAFE METHODS OF USE AND HANDLING OF THESE PRODUCTS.
Quad-Lock Building Systems19402 - 56 AveSurrey, BC V3S 6K4Canada