QUAD-DECK TYPICAL DETAIL DRAWINGS

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

888.711.5625 - Toll Free604.590.3111604.590.8412 - faxwww.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

2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

7" [1

78m

m]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]

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




2015-01-15

7" [178mm] Quad-Deck Panel

R1

2021-10-01

Z. PROSTRANQD-101

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

8" [2

03m

m]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]



1" [2

5mm

]

1 316" [30mm]


1 316" [30mm]




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




2015-01-15


R1

2021-10-01

Z. PROSTRANQD-102

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

9" [2

29m

m]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]



1" [2

5mm

]

1 316" [30mm]


1 316" [30mm]




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




2015-01-15


R1

2021-10-01

Z. PROSTRANQD-103

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

10" [

254m

m]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]



1" [2

5mm

]

1 316" [30mm]


1 316" [30mm]




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




2015-01-15


R1

2021-10-01

Z. PROSTRANQD-104

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

11" [

279m

m]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]



1" [2

5mm

]

1 316" [30mm]


1 316" [30mm]




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




2015-01-15


R1

2021-10-01

Z. PROSTRANQD-105

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

1'-0

" [30

5mm

]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]



1" [2

5mm

]

1 316" [30mm]


1 316" [30mm]




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




2015-01-15


R1

2021-10-01

Z. PROSTRANQD-106

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.12.5" [318mm] Quad-Deck Panel1

2'-0" [610mm]

2" [5

1mm

]2"

[51m

m]

513 16" [

147m

m]

2 916" [65mm]

39 16

" [90

mm

]

578" [150mm]

5 916" [142mm] 101

2" [266mm] 5 916" [142mm]

1'-518" [435mm]

1'-71116" [500mm]

1'-0

1 2" [3

18m

m]

2 316" [55mm]

2" [5

1mm

]

114" [33mm]



1" [2

5mm

]

1 316" [30mm]


1 316" [30mm]


12.5" [318mm] QUAD-DECK PANELMOLDED FROM EXPANDED POLYSTYRENE


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




2015-01-15

12.5" [318mm] Quad-Deck Panel

R1

2021-10-01

Z. PROSTRANQD-107

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Product U.S. EPS BoardType (ASTM C578)

Canada EPS BoardType (CAN/ULC-S701)

EPS Top Hats - ex Surrey BC

Quad-Deck Type 1

Type II

Type VIII

min. 1.35 pcf[21.6 kg/m3]Type 2

Density

avg. 1.25 pcf[20 kg/m3]

Thermal Conductance(per inch [25mm] thickness)

R-4.00 ft.²•h•°F/Btu[RSI-0.7044 K·m²/W]

R-3.80 ft.²•h•°F/Btu[RSI-0.6692 K·m²/W]

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

EFFE

CTI

VE J

OIS

T D

EPTH

CO

NC

RET

E JO

IST

QUAD-DECK PANEL WIDTH = 2'-0" [610mm](Concrete Joist C/C Distance)

8" [2

03m

m]

(VAR

IABL

E)8"

[203

mm

]

EPS TOP HATSEE DETAIL BELOW

JOIST WIDTH = 6" [152mm]

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




2015-01-15

EPS Top Hats

R1

2021-10-01

Z. PROSTRANQD-108

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

1" [2

5mm

]

1316"

[21mm]

4 516" [110mm]

518" [130mm]

2" [5

1mm

]

1 116" [26mm]1 1

16" [26mm]

UP TO#8 [25M] REBAR

418" [104mm]

3 4" [1

9mm

]

15 16

" [34

mm

]

1" [25mm] 1 116" [27mm] 1" [25mm]

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




2015-01-15

Quad-Deck Rebar Chair & Clearances

R1

2021-10-01

Z. PROSTRANQD-109

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

78" [22mm]

1 316" [30mm]

513 16" [

147m

m]

134" [45mm]

513 16" [

147m

m]

13 8" [3

4mm

]

134" [45mm]

ZINC COATED SHEET STEEL0.031" [0.78mm] THICKNESS

Ø2 38 " [Ø60m

m]

Ø1 18 " [Ø30mm]

312" [90mm]

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




2015-01-15

Integrated Quad-Deck Metal Furring

R1

2021-10-01

Z. PROSTRANQD-110

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

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

QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

2" TO 6" [50mm TO 150mm] SLAB THICKNESS RANGE

QUAD-LOCK ICF WALL

HEIGHT ADJUSTABLE SHORING COLUMN

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




2015-01-15

QUAD-DECK SHORING DETAIL

R1

2021-10-01

Z. PROSTRANQD-111

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REINFORCEMENT OMITTED FOR CLARITYTYPICAL QUAD-DECK WITH EPS TOP HATS SHORING LAYOUT1


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







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







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




2015-01-15

QUAD-DECK & EPS TOP HAT SHORING DETAIL

R1

2021-10-01

Z. PROSTRANQD-112

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.STANDARD QUAD-DECK CONCRETE JOIST REINFORCEMENT DETAIL1


[178mm, 203mm, 229mm,254mm, 279mm, 305mm, 318mm]


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)

MIN. COVERAS SPECIFIED

QUAD-DECK CONCRETE JOIST REINFORCEMENTMIN. 34" [20mm] CONCRETE COVER

FOR ALL PRIMARY REBAR OR AS PER EOR

STD. 90° HOOK

QUAD-DECK FORM

CL. SUPPORT CL. SUPPORT

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




2015-01-15

STANDARD CONCRETE JOIST REINFORCEMENT DETAIL

R1

2021-10-01

Z. PROSTRANQD-113

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK CONCRETE JOIST REINFORCEMENT DETAIL1 FOR SPECIAL CASES ONLY


[178mm, 203mm, 229mm,254mm, 279mm, 305mm, 318mm]


3" [75mm] CLEAR TO FIRST STIRRUP STIRRUPS

STD. LAP SPLICEAT SUPPORT, TYP.

STD. LAP SPLICEAT MID SPAN, TYP.

STIRRUPS SIZE, SHAPE AND SPACING AS SPECIFIEDSEE DETAIL QD-808(E.G. #3 S-STIRRUPS @ 6" O/C)

TOP REINFORCEMENT AS SPECIFIEDTO COINCIDE WITH QUAD-DECK CONCRETE JOISTS

QUAD-DECK CONCRETE JOIST REINFORCEMENTMIN. 34" [20mm] CONCRETE COVER


QUAD-DECK FORM

CL. SUPPORT CL. SUPPORT

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




2015-01-15

R1

2021-10-01

Z. PROSTRANQD-114

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

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)




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.


3/8" AGGREGATESEE SLAB REINF. SEE SLAB REINF. N/A

SECONDFLOOR

3" SLAB + 11" QUAD-DECK(Total 14" before finishes,

includes 2" insulation underjoists)




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.


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


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

under joists)

2-15MExtend into perimeter bearing

wall/beam by 100mm to 150mmdo not bend.

500mm contact splice permitted onlyabove walls/bearing beams.

WWM 152x152 MW13.3xMW13.3OR

10M AT 305mm O/C E/WNOT REQUIRED

21MPa MIX AT 28 DAYS160mm SLUMP

10mm AGGREGATE

15M DOWELS200mm x 1m

@ 610mm O/C(1m legs into slab

coinciding with top of joists)

15M DOWELS200mm x 600mm

@ 1m O/C

15M BARS x 2m LONG@ 610mm O/C


GARAGEFLOOR



under joists)




TRANSVERSE: 10M AT 305mm O/C.LONGITUDINAL: 15M @ 610mm O/C

ABOVE JOISTS,BEND DOWN AT ENDS BY 200mm.LONGITUDINAL: 10M @ 610mm O/C

BETWEEN JOISTS

10M S-STIRRUPS@ 150mm O/C FOR FULLLENGTH OF EACH JOIST.

HOOKED TO 25M ATBOTTOM AND 15M AT TOP.


10mm AGGREGATESEE SLAB REINF. SEE SLAB REINF. N/A

SECONDFLOOR



under joists)




WWM 152x152 MW13.3xMW13.3OR

10M AT 305mm O/C E/W

10M S-STIRRUPS@ 150mm O/C FOR FIRST

AND LAST 2m OF SPANHOOKED TO 20M AT BOT.AND 15M DOWEL AT TOP.


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


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




2015-01-15

SAMPLE QUAD-DECK STRUCTURAL SCHEDULE

R1

2021-10-01

Z. PROSTRANQD-115

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

TYPICAL QUAD-DECK FLOOR DETAIL

R1

2021-10-01

Z. PROSTRANQD-201

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY

FLOOR FINISH AS SPECIFIED



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


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


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




2015-03-15

QUAD-DECK TO QUAD-LOCK WALL

R1

2021-10-01

Z. PROSTRANQD-202

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


VERTICAL WALL REINFORCEMENT AS SPECIFIED

HORIZONTAL WALL REINFORCEMENT AS SPECIFIED

QUAD-LOCK METAL TRACK

REBAR DOWELS WITH STD. 90° HOOK AS SPECIFIED

Ø434" [120mm]

VOID FOR UTILITIES



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


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



[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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-203

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN







NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS


REINFORCEMENT OVERLAP AS SPECIFIED







REMOVE WALL INSULATION EPS AT QUAD-DECK JOIST LOCATIONS

Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK WALL1


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-204

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REBAR DOWELS WITH STD. 90° HOOKSAS SPECIFIED










FASTEN CEILING FINISH TOQUAD-DECK INTEGRATEDMETAL FURRINGSPACED @ 12" [305mm] O/C

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 PARALLEL TO TOP OF QUAD-LOCK WALL1

QUAD-LOCK WALL - CONCRETE THICKNESS AND INSULATION AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


ANCHOR BOLT AS SPECIFIED

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-205

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN







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


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EORANCHOR BOLT AS SPECIFIED




NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKSAS 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




2015-03-15

QUAD-DECK TO INTERMEDIATE QUAD-LOCK WALL

R1

2021-10-01

Z. PROSTRANQD-206

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO QUAD-LOCK INTERMEDIATE WALL1



TRANSVERSE REINFORCEMENT BARS OVER WALL AS SPECIFIED

VOID FOR UTILITIES


FASTEN CEILING FINISH TOQUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C






WALL FINISH AS SPECIFIED




QUAD-LOCK WALLCONCRETE THICKNESS AND INSULATION AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-207

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



NEGATIVE MOMENT REINF. BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS






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



Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK INTERMEDIATE WALL1


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]






DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-208

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




VOID FOR UTILITIES











Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF QUAD-LOCK INTERMEDIATE WALL1



FLOOR/ROOF FINISH AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-209

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

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



Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF QUAD-LOCK INTERMEDIATE WALL1


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




NEGATIVE MOMENT REINF. BARS 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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-210

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR & PARALLEL TO TOP OF QUAD-LOCK WALL1


FLOOR/ROOF FINISH AS SPECIFIED NEGATIVE MOMENT REINF. BARS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS









VOID FOR UTILITIES





[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK TO WALL & STAIR DETAIL

R1

2021-10-01

Z. PROSTRANQD-211

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO WALL/STAIR THREADS1




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS









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




2015-03-15

QUAD-DECK TO WALL & STAIR DETAIL

R1

2021-10-01

Z. PROSTRANQD-212

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO WALL/STAIR THREADS1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



FLOOR/ROOF FINISH AS SPECIFIED REBAR DOWELS WITH STD. 90° HOOKS AS SPECIFIED









RUN AS SPECIFIED

RIS

E AS

SPE

CIF

IED




VOID FOR UTILITIES

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK TO QUAD-LOCK WALL - EXTERIOR DECK

R1

2021-10-01

Z. PROSTRANQD-213

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


REBAR DOWELSWITH STD. 90° HOOKS AS SPECIFIED

QUAD-LOCK WALL PANELS MITERED AT TOP


FASTEN CEILING FINISH TO QUAD-DECK INTEGRATEDMETAL FURRING SPACED @ 12" [305mm] O/C





SLOPE AND FINISH AS SPECIFIED





RAILING TO BE SECURED TO CONCRETEVIA CONCRETE ANCHORS OR

WELD BASE TO EMBEDDED STEEL PLATE


[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]

DRIP LEDGE AS SPECIFIED

BEVEL EXPOSED CONCRETE EDGE


FOAM EXTRUSION

EXTERIOR FINISH AS SPECIFIED

PORCH CONDITION


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK TO QUAD-LOCK WALL - EXTERIOR DECK

R1

2021-10-01

Z. PROSTRANQD-214

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



FOAM EXTRUSION


NEG. MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIED

AT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS





RAILING TO BE SECURED TO CONCRETEVIA CONCRETE ANCHORS OR

WELD BASE TO EMBEDDED STEEL PLATE



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





PORCH CONDITION





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




2015-03-15

QUAD-DECK TO QUAD-LOCK WALL - DRIVEWAY

R1

2021-10-01

Z. PROSTRANQD-215

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN












[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]





SEAL CONCRETE SURFACE

QUAD-LOCK WALL PANELSMITERED AT TOP

WATERPROOFING


CAULKING

DRIVEWAY CONDITION



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-216

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN







[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]






CAULKING



WATERPROOFING


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




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


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-217

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN












[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]







WATERPROOFING

GROUT

DRIVEWAY CONDITION



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-218

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN








GROUT


WATERPROOFING

FASTEN FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C


DRIVEWAY CONDITION


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]










DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK TO QUAD-LOCK WALL - OVERHEAD

R1

2021-10-01

Z. PROSTRANQD-219

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN






Ø434" [120mm]

VOID FOR UTILITIES





[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





FLUSHED HEAD OPENING CONDITION

ADDITIONAL SHEET INSULATION(TO PREVENT THERMAL BRIDGING)

LINTEL REINFORCEMENT AS SPECIFIED






DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK TO QUAD-LOCK WALL - OVERHEAD

R1

2021-10-01

Z. PROSTRANQD-220

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN










[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]












FLUSHED HEAD OPENING CONDITION

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK TO OFFSET QUAD-LOCK WALL

R1

2021-10-01

Z. PROSTRANQD-221

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



Scale: N.T.S.QUAD-LOCK WALL OFFSET (QUAD-DECK PANELS PARALLEL TO WALL)1







Ø434" [120mm]

VOID FOR UTILITIES


OVERHANG REINF. AS SPECIFIED



AS SPECIFIED





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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-222

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

BEAM REINFORCEMENT & SIZE AS SPECIFIED














[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





Scale: N.T.S.QUAD-LOCK WALL OFFSET (QUAD-DECK PANELS PERPENDICULAR TO WALL)1 EXTERIOR WALL OFFSET CONDITION


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-223

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-LOCK WALL OFFSET (QUAD-DECK PANELS PERPENDICULAR TO WALL)1 EXTERIOR WALL OFFSET CONDITION

BEAM REINFORCEMENT & SIZEAS SPECIFIED








[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]












COUNTER FLASHING

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




2015-03-15

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











[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]









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




2015-03-15

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







[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]











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




2015-03-15

QUAD-DECK SUPPORTING QUAD-LOCK WALL ON TOP

R1

2021-10-01

Z. PROSTRANQD-226

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


TRANSVERSE REINFORCEMENT BARS OVER BEAM AS SPECIFIED






[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]










QUAD-DECK PANEL CUT IN HALF LONGITUDINALLY


Scale: N.T.S.QUAD-DECK SUPPORTING QUAD-LOCK WALL (PANELS PARALLEL TO WALL)1 BEAM IN THE DECK CONDITION


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK SUPPORTING QUAD-LOCK WALL ON TOP

R1

2021-10-01

Z. PROSTRANQD-227

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN








[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]










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


Scale: N.T.S.QUAD-DECK SUPPORTING QUAD-LOCK WALL (PANELS PERPENDICULAR TO WALL)1 BEAM IN THE DECK CONDITION


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15

QUAD-DECK TO CONCRETE BEAM DETAIL

R1

2021-10-01

Z. PROSTRANQD-301

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[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





[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


Ø434" [121mm]

VOID FOR UTILITIES

AS SPECIFIED

WITH THERMAL BREAK INSULATION





FINISH AS SPECIFIED

BEAM REINFORCEMENT AND SIZE AS SPECIFIED

TRANSVERSE REINFORCEMENT OVER BEAM AS SPECIFIED

FINISH AS SPECIFIED



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-302

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

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


Scale: N.T.S.QUAD-DECK FLUSHED BEAM DETAIL (Panels Perpendicular to Beam)1

AS SPECIFIED


AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


FINISH AS SPECIFIED


NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER BEAM AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS






FINISH AS SPECIFIED



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-303

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Parallel to Beam)1



Ø434" [121mm]

VOID FOR UTILITIES AS SPECIFIED




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


Ø434" [121mm]

VOID FOR UTILITIES


AS SPECIFIED







FINISH AS SPECIFIED



FINISH AS SPECIFIED



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-304

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



Scale: N.T.S.QUAD-DECK DROPPED BEAM DETAIL (Panels Perpendicular to Beam)1




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

AS SPECIFIED

AS SPECIFIED







FINISH AS SPECIFIED



FINISH AS SPECIFIED



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


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-305

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




Scale: N.T.S.QUAD-DECK FLUSHED PERIMETER BEAM DETAIL (Panels Parallel to Beam)1



Ø434" [121mm]

VOID FOR UTILITIES

AS SPECIFIED

FINISH AS SPECIFIED

BEAM REINFORCEMENT AS SPECIFIED

AS S

PEC

IFIE

D



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


Ø434" [121mm]

VOID FOR UTILITIESAS SPECIFIED

FINISH AS SPECIFIED


AS S

PEC

IFIE

D








DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-306

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



Scale: N.T.S.QUAD-DECK FLUSHED PERIMETER BEAM DETAIL (Panels Perpendicular to Beam)1


AS SPECIFIED

FINISH AS SPECIFIED

BEAM REINF. AS SPECIFIED

AS S

PEC

IFIE

D

AS SPECIFIED

AS S

PEC

IFIE

D











NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS

FINISH 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




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-307

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

LINE OF STAIRWELL OPENING



FASTEN CEILING FINISH TO QUAD-DECKINTEGRATED METAL FURRING


AS SPECIFIED

AS S

PEC

IFIE

D

QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENTMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR

LVL FOR STAIR ATTACHMENTWITH LAG BOLTS CAST IN PLACE

LINE OF STAIRWELL OPENING



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






NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS

FINISH AS SPECIFIED



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15

QUAD-DECK TO CONCRETE BEAM & STAIRS DETAIL

R1

2021-10-01

Z. PROSTRANQD-308

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO STAIR THREADS1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


RUN AS SPECIFIED

RIS

E AS

SPE

CIF

IED



Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO STAIR THREADS2



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




RUN AS SPECIFIED

RIS

E AS

SPE

CIF

IED







VOID FOR UTILITIES






NEGATIVE MOMENT REINFORCEMENTWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/C





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-309

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]


AS SPECIFIED




AS S

PEC

IFIE

D

QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR OR AS PER EOR



[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]


AS S

PEC

IFIE

D

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






AS SPECIFIED




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-310

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


AS SPECIFIED



AS S

PEC

IFIE

D



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


AS SPECIFIED



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






DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15


R1

2021-10-01

Z. PROSTRANQD-311

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C

AS SPECIFIED



AS S

PEC

IFIE

D



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


AS SPECIFIED



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







DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15

QUAD-DECK UPSTAND BEAM DETAIL

R1

2021-10-01

Z. PROSTRANQD-312

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN





[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

Scale: N.T.S.QUAD-DECK UPSTAND BEAM DETAIL (Panels Parallel to Beam)1


Ø434" [121mm]

VOID FOR UTILITIES

AS SPECIFIED



ROOF FINISH AS SPECIFIED


Scale: N.T.S.QUAD-DECK UPSTAND BEAM DETAIL (Panels Perpendicular to Beam)2


AS SPECIFIED QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




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


OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15

QUAD-DECK FLOOR ELEVATION CHANGE

R1

2021-10-01

Z. PROSTRANQD-313

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

FINISH AS SPECIFIED



FASTEN CEILING FINISHTO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C

Scale: N.T.S.QUAD-DECK STEP DETAIL DETAIL (Panels Parallel to Beam)2

Scale: N.T.S.QUAD-DECK STEP DETAIL DETAIL (Panels Perpendicular to Beam)1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

FINISH AS SPECIFIED






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




NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS AT 24" [610mm] O/C


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15

QUAD-DECK CROSS RIB DETAIL

R1

2021-10-01

Z. PROSTRANQD-314

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


QUAD-DECK CONCRETE JOIST (BOTTOM) REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR

OR AS PER EOR

FINISH AS SPECIFIED

TRANSVERSE BEAM REINFORCEMENT3-#5 [15M] OR AS SPECIFIED




SECURE METAL FURRING TO CONCRETEVIA SCREWS CAST IN PLACE



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

AA

AA



SECURE METAL FURRING TO CONCRETEVIA SCREWS CAST IN PLACE

FINISH AS SPECIFIED

TRANSVERSE BEAM REINFORCEMENT3-#5 [15M] OR AS SPECIFIED



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

Scale: N.T.S.QUAD-DECK CROSS RIB DETAIL (3D VIEW)3

Scale: N.T.S.SECTION A-A2

Scale: N.T.S.QUAD-DECK CROSS RIB1

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-15

QUAD-DECK UTILITY OPENING DETAIL

R1

2021-10-01

Z. PROSTRANQD-315

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

AS S

PEC

IFIE

D

MAX. 3'-734" [1111mm]

BB

BB

AA

AA

MAX. 3'-734" [1111mm]

AS SPECIFIEDSLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



OR 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




2016-09-19

CONCRETE BEAM SUPPORTED BY HSS COLUMN

R1

2021-10-01

Z. PROSTRANQD-316

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

FASTEN CEILING FINISHTO QUAD-DECK INTEGRATED METAL FURRING



AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


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








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





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




2015-05-25

QUAD-DECK TO STEEL BEAM DETAIL

R1

2021-10-01

Z. PROSTRANQD-401

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK TO DROPPED PERIMETER STEEL BEAM DETAIL (Panels Perpendicular to Beam)1

Scale: N.T.S.QUAD-DECK TO FLUSHED PERIMETER STEEL BEAM DETAIL (Panels Perpendicular to Beam)2



FASTEN CEILING FINISHTO QUAD-DECK INTEGRATEDMETAL FURRINGSPACED @ 12" [305mm] O/C

AS SPECIFIEDFINISH AS SPECIFIED

BEAM REINFORCEMENTAS SPECIFIED

AS S

PEC

IFIE

D

QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDBEND UP INTO BEAM AS SHOWN


NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS

STEEL BEAM W/ SHEAR STUDSAS SPECIFIED




AS SPECIFIED

MITER CUT PANEL ENDS TO ALLOW CONCRETE MIX FLOW(DONE ON SITE BY CONTRACTOR)

AS S

PEC

IFIE

D



STEEL BEAM W/ SHEAR STUDSAS SPECIFIED





FINISH AS SPECIFIED


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25


R1

2021-10-01

Z. PROSTRANQD-402

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK TO DROPPED PERIMETER STEEL BEAM DETAIL (Panels Parallel to Beam)1

Scale: N.T.S.QUAD-DECK TO FLUSHED PERIMETER STEEL BEAM DETAIL (Panels Parallel to Beam)2





QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR

OR AS PER EOR

AS S

PEC

IFIE

D


AS S

PEC

IFIE

D

AS SPECIFIED

FINISH AS SPECIFIED



STEEL BEAMW/ WELDED NELSON STUDSAS SPECIFIED





OR AS PER EOR


STEEL BEAM W/ WELDED NELSON STUDSAS SPECIFIED


AS SPECIFIED

MITER CUT PANEL ENDSTO ALLOW CONCRETE MIX FLOW


FINISH AS SPECIFIED





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25


R1

2021-10-01

Z. PROSTRANQD-403

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK TO FLUSHED STEEL BEAM DETAIL (Panels Perpendicular to Beam)1

Scale: N.T.S.QUAD-DECK TO DROPPED BEAM DETAIL (Panels Perpendicular to Beam)2









NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDOVER STEEL BEAM SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS

AS SPECIFIED

FINISH AS SPECIFIED





OR AS PER EOR





FINISH AS SPECIFIED

AS SPECIFIED




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25


R1

2021-10-01

Z. PROSTRANQD-404

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK TO FLUSHED STEEL BEAM DETAIL (Panels Parallel to Beam)1

Scale: N.T.S.QUAD-DECK TO DROPPED STEEL BEAM DETAIL (Panels Parallel to Beam)2

SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]FINISH AS SPECIFIED

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]

AS SPECIFIED


FINISH AS SPECIFIED


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






QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR




[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




2015-05-25


R1

2021-10-01

Z. PROSTRANQD-405

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK TO STEEL BEAM DETAIL (Panels Perpendicular to Beam)1

Scale: N.T.S.QUAD-DECK TO STEEL BEAM DETAIL (Panels Perpendicular & Parallel to Beam)2




FINISH AS SPECIFIED

QUAD-DECK CONCRETE BEAM REINFORCEMENT AS SPECIFIEDCONTINUE OVER BEAM OR SPLICE OVER BEAM

MIN. 34" [20MM] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR

STEEL BEAM WITH WELDED NELSON STUDS AS SPECIFIEDALTERNATELY OFFSET STUDS LEFT AND RIGHT






FINISH AS SPECIFIED



OR AS PER EOR




STEEL BEAM WITH WELDED NELSON STUDS AS SPECIFIEDALTERNATELY OFFSET STUDS LEFT AND RIGHT


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25


R1

2021-10-01

Z. PROSTRANQD-406

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.QUAD-DECK CONTINUOUS OVER STEEL BEAM1

Scale: N.T.S.DETAIL A-A2

EPS FOAM REMOVED @ STEEL BEAM TO ALLOWCONCRETE TO BOND TO THE SHEAR STUD

SHEAR STUDWELDED TO STEEL BEAM



NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDSPACED AT 24" [610mm] O/C


EPS FOAM IS REMOVED @ STEEL BEAMTO ALLOW CONCRETE TO BOND TO THE SHEAR STUD

SHEAR STUDs WELDED TO STEEL BEAM @ 24" [610mm] O/CTO MATCH CONCRETE BEAMS


OR AS PER EOR

STEEL BEAMDROPPED BELOW QUAD-DECK

AA SLAB THICKNESS RANGE

2" TO 6" [50mm TO 150mm]


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

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]

STEEL BEAMDROPPED BELOW THE QUAD-DECK

STEE

L BE

AM

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


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25

QUAD-DECK TO DELTABEAM DETAIL

R1

2021-10-01

Z. PROSTRANQD-407

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

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



INSUL-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"[178mm, 203mm, 229mm, 254mm,279mm, 305mm, 318mm]


INSUL-DECK CONCRETE BEAM REINF. AS SPECIFIEDWITH STD. 90° END HOOK IF REQUIREDMIN. 34" [20mm] CONCRETE COVERFOR ALL PRIMARY REBAR OR AS PER EOR

DELTABEAM AS SPECIFIED (IDB 10-24 SHOWN)

FINISH AS SPECIFIED



TRANSVERSE REINFORCEMENT BARS AS SPECIFIEDOVER DELTABEAM


MAX. 234" [70mm] FOR DELTABEAM FIRE REBARS


QUAD-DECK CONCRETE BEAM REINF. AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER


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




2015-03-15

QUAD-DECK FLAT ROOF DETAIL

R1

2021-10-01

Z. PROSTRANQD-501

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


SLOPE AND ROOF FINISH AS SPECIFIED













[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




REINFORCEMENT FOR PARAPET WALL (IF SPECIFIED)

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-502

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS










[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





REINFORCEMENT FOR PARAPET WALL (IF 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




2015-03-15

QUAD-DECK GREEN ROOF DETAIL

R1

2021-10-01

Z. PROSTRANQD-503

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

VERTICAL WALL REINFORCEMENT - EXTEND INTO PARAPET




Scale: N.T.S.QUAD-DECK GREEN ROOF - PANELS PARALLEL TO TOP OF QUAD-LOCK WALL1




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



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



PRIME EPS SURFACE WITHWATER BASED PRIMER

DRAIN

GRAVELOR PAVER

EXTEND 2 LAYERSOF MICRO FABRICUP AGAINST THE CURB



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-504

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN












[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



MIN. 2% DRAIN SLOPEOR AS SPECIFIED

WATERPROOFING AS SPECIFIED


BLOCKING

COUNTER-FLASHING

EXTERIOR FINISH

METAL FASCIA



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-505

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN











[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



WATER PROOFING AND DRAIN SLOPE AS SPECIFIED


BLOCKING

COUNTER-FLASHING

EXTERIOR FINISH

METAL FASCIA




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLAT ROOF - CONCRETE OVERHANG

R1

2021-10-01

Z. PROSTRANQD-506

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN






Scale: N.T.S.CONCRETE OVERHANG - QUAD-DECK PANELS PARALLEL TO QUAD-LOCK WALL1




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



FINISH AND WATERPROOFINGAS SPECIFIED


AS S

PEC

IFIE

D

AS SPECIFIED

MIN. 2% DRAIN SLOPEOR AS SPECIFIED

BEVEL INSIDE QUAD-LOCK PANEL EDGE

OVERHANG REINFORCEMENTAS SPECIFIED




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLAT ROOF - CONCRETE OVERHANG

R1

2021-10-01

Z. PROSTRANQD-507

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN








Scale: N.T.S.CONCRETE OVERHANG - QUAD-DECK PANELS PERPENDICULAR TO QUAD-LOCK WALL1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


AS S

PEC

IFIE

D

AS SPECIFIED DRAIN SLOPE AS SPECIFIED

BEVEL INSIDE QUAD-LOCK PANEL EDGE


OVERHANG REINFORCEMENTAS SPECIFIED





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLAT ROOF WITH CONCRETE OVERHANG

R1

2021-10-01

Z. PROSTRANQD-508

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.CONCRETE OVERHANG - INSUL-DECK PANELS PERPENDICULAR TO ICF WALL1

FINISH & WATERPROOFING AS SPECIFIED

TOP OF WALL REINFORCEMENT



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]


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


SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] E/W


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


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLAT ROOF WITH QUAD-DECK OVERHANG

R1

2021-10-01

Z. PROSTRANQD-509

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN







Scale: N.T.S.FLAT QUAD-DECK OVERHANG - PANELS PERPENDICULAR TO QUAD-LOCK WALL1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


MIN. 2% DRAIN SLOPE OR AS SPECIFIED


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


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



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLAT ROOF WITH DRAIN AND PARAPET

R1

2021-10-01

Z. PROSTRANQD-510

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REBAR DOWELS WITH STD. 90° HOOKAS SPECIFIED





QUAD-LOCK WIRE TOP TIES








METAL GUTTER AS SPECIFIED


WATERPROOFING

SHEET INSULATION



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK PITCHED ROOF TO WALL DETAIL

R1

2021-10-01

Z. PROSTRANQD-511

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


Scale: N.T.S.QUAD-DECK PITCHED WALL TO ROOF DETAIL WITH BUILT IN GUTTER1

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]







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



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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-512

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]








EXTERIOR WALL FINISH AS SPECIFIEDQUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR


XX

YY



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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-513

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]









CANT STRIP






XX

YY



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




2015-03-15


R1

2021-10-01

Z. PROSTRANQD-514

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]



CANT STRIP


REBAR DOWELSWITH STD. HOOKS AS SPECIFIED









XX

YYSLAB REINFORCEMENT AS PER EOR



OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK PITCHED ROOF WITH CONCRETE OVERHANG

R1

2021-10-01

Z. PROSTRANQD-515

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


Scale: N.T.S.QUAD-DECK PITCHED WALL TO ROOF DETAIL WITH CONCRETE OVERHANG1


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]










AS SPECIFIED

XX

YY


AS SPECIFIED





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




2015-03-15

QUAD-DECK PITCHED ROOF WITH CONCRETE OVERHANG

R1

2021-10-01

Z. PROSTRANQD-516

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


Scale: N.T.S.QUAD-DECK PITCHED WALL TO ROOF DETAIL WITH CONCRETE OVERHANG1


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]






REBAR DOWELS WITH STD. HOOKSAS SPECIFIED



AS SPECIFIED

AS SPECIFIED

XX

YY






OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK PITCHED ROOF WITH QUAD-DECK OVERHANG

R1

2021-10-01

Z. PROSTRANQD-517

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN









FIELD CUT ENDS OFQUAD-DECK PANELS

WASTE

QUAD-DECK OVERHANG REINFORCEMENT AS SPECIFIEDSTIRRUPS WITH TOP AND BOTTOM REBAR

SEE QD-808

AS SPECIFIED


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

CLAY TILES

ANTI-PONDING BOARD

FASCIA



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



OR AS PER EOR


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK DROPPED RIDGE BEAM

R1

2021-10-01

Z. PROSTRANQD-518

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

XX

YY



QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDBEND INTO OPPOSING SLAB AS SHOWNMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR

AS SPECIFIED

AS S

PEC

IFIE

D


INSULATION

CONCRETE BEAM REINFORCEMENT AS SPECIFIED


WASTE

Scale: N.T.S.DROPPED RIDGE BEAM DETAIL - QUAD-DECK PANELS PERPENDICULAR TO BEAM1

NEGATIVE MOMENT REINF. DOWELS AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C


NOTE:This scenario is typically used for vaulted ceilings without column supports wherethe beam clear spans from gable to gable


OR AS PER EOR


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK DROPPED RIDGE BEAM

R1

2021-10-01

Z. PROSTRANQD-519

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

XX

YY


AS SPECIFIED

AS S

PEC

IFIE

D

INSULATION


FIELD CUT ENDS OF QUAD-DECK PANELS

Scale: N.T.S.DROPPED RIDGE BEAM DETAIL - QUAD-DECK PANELS PARALLEL TO BEAM1

REINFORCEMENT DOWELSWITH STD. HOOKS AS SPECIFIED

NOTE:This scenario is typically used for vaulted ceilings without column supports wherethe beam clear spans from gable to gable



OR AS PER EOR



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLUSHED RIDGE BEAM

R1

2021-10-01

Z. PROSTRANQD-520

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

XX

YY


AS SPECIFIED

AS S

PEC

IFIE

D


INSULATION


Scale: N.T.S.FLUSHED RIDGE BEAM DETAIL - QUAD-DECK PANELS PERPENDICULAR TO BEAM1

NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C


NOTE:This scenario is typically used with for shorter spans and/or with internal support elementssuch as columns



OR AS PER EOR


WASTE



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK FLUSHED RIDGE BEAM

R1

2021-10-01

Z. PROSTRANQD-521

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

XX

YY



Scale: N.T.S.FLUSHED RIDGE BEAM DETAIL - QUAD-DECK PANELS PARALLEL TO BEAM1


NEGATIVE MOMENT REINFORCEMENTWITH STD. HOOKS AS SPECIFIED

AS SPECIFIED

AS S

PEC

IFIE

D

INSULATION


NOTE:This scenario is typically used with for shorter spans and/or with internal supportelements such as columns



OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK MITERED RIDGE DETAIL

R1

2021-10-01

Z. PROSTRANQD-522

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

XX

YY



Scale: N.T.S.MITERED RIDGE DETAIL - QUAD-DECK PANELS PERPENDICULAR TO BEAM1


NEGATIVE MOMENT REINFORCEMENT AS SPECIFIEDAT PANEL ENDS 24" [610mm] O/C


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



OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK MITERED RIDGE DETAIL

R1

2021-10-01

Z. PROSTRANQD-523

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


2" TO 6" [50mm TO 150mm]

XX


ROOFING/FINISH AS SPECIFIEDNEGATIVE REINFORCEMENT AS SPECIFIED

Scale: N.T.S.MITERED RIDGE DETAIL - QUAD-DECK PANELS PARALLEL TO BEAM1


YY


NOTE:This scenario is typically used with for shorter spans and/or with internalsupport elements such as columns


OR AS PER EOR


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-03-15

QUAD-DECK SKYLIGHT DETAIL

R1

2021-10-01

Z. PROSTRANQD-524

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

XX

YY

QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDBEND INTO OPENING BEAMS AS SHOWNMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR



NEGATIVE MOMENT REINFORCEMENT DOWELSWITH STD. 90° HOOKS AS SPECIFIED

AT PANEL ENDS 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS


7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


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



OR AS PER EOR


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO TOP OF CONCRETE WALL

R1

2021-10-01

Z. PROSTRANQD-601

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REBAR DOWELSWITH STD. 90° HOOKS AS SPECIFIED SLAB REINFORCEMENT AS PER EOR



TOP OF WALL REINFORCEMENTAS SPECIFIED




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


CAST IN PLACE REINFORCED CONCRETE WALL



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)



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




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO TOP OF CONCRETE WALL

R1

2021-10-01

Z. PROSTRANQD-602

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS

FLOOR FINISH AS SPECIFIEDTOP OF WALL REINF.

AS SPECIFIED






[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]








Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF CONCRETE WALL1




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO CONCRETE WALL

R1

2021-10-01

Z. PROSTRANQD-603

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REBAR DOWELSWITH STD. 90° HOOKS AS SPEC'DFLOOR FINISH AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]












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





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO CONCRETE WALL

R1

2021-10-01

Z. PROSTRANQD-604

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/CCOINCIDING W/ QUAD-DECK CONCRETE JOISTS







[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]








Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO CONCRETE WALL1






DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

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



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



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)



FURRING AS SPECIFIED

QUAD-DECK CONCRETE JOIST REINFORCEMENTAS SPECIFIED

MIN. 34" [20mm] CONCRETE COVERFOR ALL PRIMARY REBAR OR AS PER EOR


OR AS PER EOR

FINISH AS SPECIFIED

TRANSVERSE REINFORCEMENT BARS OVER WALLAS SPECIFIED

Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF INTERMEDIATE CONCRETE WALL1





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

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



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]










FINISH AS SPECIFIED



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



OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

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



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]








MIN. 34" [20mm] CONCRETE COVER FORALL PRIMARY REBAR OR AS PER EOR


OR AS PER EOR



Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO INTERMEDIATE CONCRETE WALL1






DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

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


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]













Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO INTERMEDIATE CONCRETE WALL1


CONTINUE THROUGH WALL OR SPLICE OVER WALLMIN. 34" [20mm] CONCRETE COVER FORALL PRIMARY REBAR OR AS PER EOR


OR AS PER EOR



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

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


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO EXISTING CONCRETE WALL1




CUT OFF FIRST QUAD-DECK WING


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

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


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO EXISTING CONCRETE WALL1



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO TOP OF CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-611

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REBAR DOWELSWITH STD. 90° HOOKS AS SPEC'D

FINISH AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


BOND BEAM SIZE ANDREINFORCEMENT AS SPECIFIED





Ø434" [121mm]

VOID FOR UTILITIES

CONCRETE BLOCK WALL AS SPECIFIED

AS S

PEC

IFIE

D

Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF CONCRETE BLOCK WALL1





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO TOP OF CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-612

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

FINISH AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]






AS S

PEC

IFIE

D

Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF CONCRETE BLOCK WALL1







DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-613

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


FINISH AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]






Ø434" [121mm]

VOID FOR UTILITIES


AS S

PEC

IFIE

D

Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO CONCRETE BLOCK WALL1







DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-614

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

FINISH AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





AS S

PEC

IFIE

D

Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO CONCRETE BLOCK WALL1









DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO TOP OF INTERMEDIATE CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-615

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF INTERMEDIATE CONCRETE BLOCK WALL1






OR AS PER EOR


FINISH AS SPECIFIED


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




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO TOP OF INTERMEDIATE CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-616

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF INTERMEDIATE CONCRETE BLOCK WALL1


QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALL



OR AS PER EOR



FINISH AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO INTERMEDIATE CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-617

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


FINISH AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]







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




OR AS PER EOR


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO INTERMEDIATE CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-618

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO INTERMEDIATE CONCRETE BLOCK WALL1


FINISH AS SPECIFIED

QUAD-DECK CONCRETE JOIST REINF. AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALL






OR AS PER EOR



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO TRANSITIONING CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-619

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


FINISH AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




Ø434" [121mm]

VOID FOR UTILITIES


Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TRANSITIONING CONCRETE BLOCK WALL1


VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED8" [203mm] CMU

4" [102mm] CMU

12" [305mm] CMU


AS S

PEC

IFIE

D





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO TRANSITIONING CONCRETE BLOCK WALL

R1

2021-10-01

Z. PROSTRANQD-620

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


FINISH AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TRANSITIONING CONCRETE BLOCK WALL1


VERTICAL REINFORCEMENT OVERLAPAS SPECIFIED8" [203mm] CMU

4" [102mm] CMU

12" [305mm] CMU


AS S

PEC

IFIE

D





DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK PANELS PARALLEL TO TOP OF TILT-UP WALL

R1

2021-10-01

Z. PROSTRANQD-621

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

WELDED WIRE MESH

TILT-UP SANDWICH PANEL TIE AS SPECIFIED

DRILL & EPOXY REBAR DOWELSINTO TOP OF PRECAST PANELSPACING & SIZE AS SPECIFIED

VERTICAL & HORIZONTALPANEL REINFORCEMENT

AS SPECIFIED

INSULATION LAYER QUAD-DECK PANEL THICKNESSES:7", 8", 9", 10", 11", 12" OR 12.5"

[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

FINISH AS SPECIFIEDTOP OF WALL REINFORCEMENT

AS SPECIFIED



CUT OFF FIRST QUAD-DECK WING

TILT-UP WALL AS SPECIFIED

Scale: N.T.S.QUAD-DECK PANELS PARALLEL TO TOP OF TILT-UP WALL1




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




2015-08-15

QUAD-DECK PANELS PERPENDICULAR TO TOP OF TILT-UP WALL

R1

2021-10-01

Z. PROSTRANQD-622

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

VERTICAL & HORIZONTALPANEL REINFORCEMENT

AS SPECIFIED

INSULATION LAYER

MITER CUT ENDS OF QUAD-DECK PANELS

FINISH AS SPECIFIEDTOP OF WALL REINFORCEMENT

AS SPECIFIED


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

Scale: N.T.S.QUAD-DECK PANELS PERPENDICULAR TO TOP OF TILT-UP WALL1

TILT-UP WALL AS SPECIFIED





NEGATIVE MOMENT REINFORCEMENT DOWELS AS SPECIFIEDAT PANEL ENDS SPACED AT 24" [610mm] O/C

COINCIDING WITH QUAD-DECK CONCRETE JOISTSDRILL & EPOXY INTO TOP OF PRECAST PANEL

WELDED WIRE MESH

TILT-UP SANDWICH PANEL TIE AS SPECIFIED


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

QUAD-DECK TO SUPERIOR PRECAST WALL

R1

2021-10-01

Z. PROSTRANQD-623

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


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]


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

QUAD-DECK PANEL WIDTH2'-0" [610mm] (TYP.)

QUAD-DECK PANEL THICKNESSES: 7", 8", 9", 10", 11", 12" OR 12.5"[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


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




2015-08-15

BALCONY CANTILEVER: QUAD-DECK PERPENDICULAR TO WALL

R1

2021-10-01

Z. PROSTRANQD-701

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

2QD701

3QD701

Scale: N.T.S.QUAD-DECK FLUSHED PERIMETER BEAM DETAIL (Panels Parallel to Beam)2

Scale: N.T.S.BALCONY DETAIL - QUAD-DECK PANELS PERPENDICULAR TO WALL3

Scale: N.T.S.FLOOR PLAN1

FLOOR STEP TO PREVENT WATER INGRESSACHIEVED WITH SHORTER QUAD-DECK PANELS ON EXTERIOR

2QD701







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



Ø434" [121mm]

VOID FOR UTILITIES

AS SPECIFIED


FINISH AS SPECIFIED


OR AS PER EOR


COINCIDE QUAD-DECK CONCRETE JOISTWITH EXTERIOR PERIMETER BEAM


INTERIOR AND EXTERIOR WALL FINISH AS SPECIFIED


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


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


STIRRUP REINFORCEMENT AS SPECIFIEDSEE QD-808


OR AS PER EOR

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-15

BALCONY CANTILEVER: QUAD-DECK PARALLEL TO WALL

R1

2021-10-01

Z. PROSTRANQD-702

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.CANTILEVER COUNTERBALANCE BEAM2

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



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





AS SPECIFIED


FINISH AS SPECIFIEDCONCRETE COMPRESSIVE STRENGTH AS SPECIFIEDMAX. 38" [10mm] AGGREGATE AND 6" [150mm] SLUMPOR AS PER EOR


AS S

PEC

IFIE

D

QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDBEND UP INTO BEAM AS SHOWN

MIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAR - OR AS PER EOR

REBAR DOWELSAS SPECIFIED

EPS SHEET INSULATION


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]

SLAB THICKNESS RANGE2" TO 6" [50mm TO 150mm]FINISH AS SPECIFIED


NEGATIVE MOMENT REINF. BARS AS SPECIFIEDOVER BEAMS SPACED AT 24" [610mm] O/CCOINCIDING WITH QUAD-DECK CONCRETE JOISTS












INTERIOR AND EXTERIOR WALL FINISH AS SPECIFIED





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




2015-08-15

INSULATED BALCONY - QUAD-DECK PANELS PERPENDICULAR TO WALL

R1

2021-10-01

Z. PROSTRANQD-703

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.INSULTED BALCONY DETAIL - QUAD-DECK PANELS PERPENDICULAR TO WALL1

Scale: N.T.S.FLOOR DETAIL2

2QD703




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIEDCONTINUE THROUGH WALL OR SPLICE OVER WALLMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]







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)


NEGATIVE MOMENT REINF. DOWELSWITH STD. 90° HOOKS AS SPECIFIEDAT PANEL ENDS 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




2015-08-15

QUAD-DECK BALCONY DETAIL: With Schöck Isokorb® Type CM

R1

2021-10-01

Z. PROSTRANQD-704

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

QUAD-DECK PANEL

ADDITIONAL INSULATION

678" [175mm] MIN. WIDE DROP BEAM

FLASHING/WATERPROOFING AS SPECIFIED




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



CONCRETE COMPRESSIVE STRENGTHAS SPECIFIED38" [10mm] AGGREGATE, 5" [125mm] SLUMP




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





QUAD-LOCK GREEN TIE

SECURE RAILING DIRECTLY TO CONCRETE

Scale: N.T.S.FLOOR DETAIL2




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


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

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25

QUAD-DECK TRENCH DRAIN DETAIL

R1

2021-10-01

Z. PROSTRANQD-801

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN


SLOPE AND FINISH AS SPECIFIEDDRAIN GRATE AS SPECIFIED

STEEL ANGLE WIT WELDED STUDSCAST IN PLACE


OR AS PER EOR


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]





ADDITIONAL INSULATION

Scale: N.T.S.QUAD-DECK FLOOR DRAIN1

Ø434" [121mm]

VOID FOR UTILITIES

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25

QUAD-DECK SLOPE OPTIONS FOR DRAINAGE

R1

2021-10-01

Z. PROSTRANQD-802

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

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

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25

QUAD-DECK FLOOR STEP WITH SMALLER PANELS

R1

2021-10-01

Z. PROSTRANQD-803

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN




[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



STEP AS SPECIFIED



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



STEP AS SPECIFIED


OR AS PER EOR


FASTEN CEILING FINISH TO QUAD-DECK INTEGRATED METAL FURRINGSPACED @ 12" [305mm] O/C QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPECIFIED


STEP REINFORCEMENT AS SPECIFIED


OR AS PER EORSLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY


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


DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-05-25

QUAD-DECK FLOOR STEP WITH SMALLER SLAB

R1

2021-10-01

Z. PROSTRANQD-804

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




STEP AS SPECIFIED



OR AS PER EOR


Scale: N.T.S.FLOOR STEP PERPENDICULAR TO QUAD-DECK WITH SMALLER SLAB THICKNESS1

Scale: N.T.S.FLOOR STEP PARALLEL TO QUAD-DECK WITH SMALLER SLAB THICKNESS1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



STEP AS SPECIFIED


OR AS PER EOR






DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-25

QUAD-DECK FLOOR STEP WITH DROPPED PANELS

R1

2021-10-01

Z. PROSTRANQD-805

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.FLOOR STEP PERPENDICULAR TO QUAD-DECK WITH DROPPED PANELS1

Scale: N.T.S.FLOOR STEP PARALLEL TO QUAD-DECK WITH DROPPED PANELS1



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]



STEP AS SPECIFIED


OR AS PER EOR

STEP REINFORCEMENT AS SPECIFIEDSLAB REINFORCEMENT AS PER EOR


STEP AS SPECIFIED


OR AS PER EOR

STEP REINFORCEMENT AS SPECIFIEDSLAB REINFORCEMENT AS PER EOR






[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


OR AS PER EOR

REINFORCEMENT OVERLAPAS SPECIFIED

REINFORCEMENT SPLICE AS SPECIFIED

FIELD CUT QUAD-DECK PANEL



DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-25

QUAD-DECK PLUMBING DETAIL

R1

2021-10-01

Z. PROSTRANQD-806

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

AVOID, IF POSSIBLEPREFERREDMETHOD


QUAD-DECK CONCRETE JOIST REINFORCEMENT AS SPEC'DMIN. 34" [20mm] CONCRETE COVER FOR ALL PRIMARY REBAROR AS PER EOR



OR AS PER EOR

Scale: N.T.S.QUAD-DECK PLUMBING INSTALLATION DETAIL1

UTILITY PENETRATIONS ARE OK. NOTE THATMETAL FURRING MUST BE CUT AND ADDITIONALSHORING AND/OR PLYWOOD FORMWORKSUPPORT IS NECESSARY


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

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-25

QUAD-DECK CONCRETE JOIST PLUMBING BYPASS

R1

2021-10-01

Z. PROSTRANQD-807

EOR APPROVAL NEEDED

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN



[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]




Scale: N.T.S.QUAD-DECK CONCRETE JOIST BYPASS DETAIL1



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

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-08-25

SHEAR STIRRUP OPTIONS

R1

2021-10-01

Z. PROSTRANQD-808

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

Scale: N.T.S.SHEAR REINFORCEMENT OPTION 11

STIRRUPS AS SPECIFIEDALTERNATE LEFT TO RIGHT

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







WELDED WIRE FABRIC/MESH - REFER TO ACI-117BOTTOM WITH U-HOOK DEVELOPMENT, TOP FLAT FOR INSTALLVERTICAL STRAND SPACING AS REQUIRED BY SHEAR CALC'S.

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-09-01

ADDITIONAL ROOF INSULATION OPTIONS

R1

2021-10-01

Z. PROSTRANQD-809

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

GRAVEL OR CRUSHED STONE 1. PROTECTS THE MEMBRANE FROM UV 2. KEEPS THE MEMBRANE DOWN SECURELY FROM WIND 3. ALLOWS WATER TO DRAIN

ROOFING MEMBRANE(TORCH-ON OR SELF-ADHERED)

SHEET INSULATION THICKNESS AS SPECIFIED(EPS OR XPS)

PLYWOOD OR CEMENT BOARDTO PROTECT THE SHEET INSULATION FROM TORCH ON

INSTALLATION


QUAD-DECK FLOOR/ROOF ASSEMBLYINSULATION RANGE: R-14 / U-0.40 / RSI-2.47 TO R-25 / U-0.20 / RSI-4.4

QUAD-DECK FLOOR/ROOF ASSEMBLYINSULATION RANGE: R-14 / U-0.40 / RSI-2.47 TO R-25 / U-0.20 / RSI-4.4


WATER PROOFING ASSEMBLY AS SPECIFIED

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

DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-09-01

FIRE STOP AT PARTITION WALLS

R1

2021-10-01

Z. PROSTRANQD-810

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

QUAD-DECK PERPENDICULAR TO PARTITION WALLFIRE STOP AT PARTITION WALLS1


[178mm, 203mm, 229mm, 254mm, 279mm, 305mm, 318mm]


FINISH AS SPECIFIED

CONTINUOUS CONCRETE STRIP AS FIRE STOPNOT A LOAD BEARING BEAMREINFORCEMENT AND SIZE AS SPECIFIED



QUAD-DECK CONCRETE JOIST REINFORCEMENTCONTINUE THROUGH FIRE STOP

MIN. 34" [20mm] CONCRETE COVERFOR ALL PRIMARY REBAR OR AS PER EOR



6"

FIRE RATED PARTITION WALL - NOT A LOAD BEARING WALL

SECURE TOP PLATE TO CONCRETE

FINISH AS SPECIFIED SLAB REINFORCEMENT AS PER EORE.G. WWM 6X6 [152X152] OR #3 [10M] EACH WAY




FIRE RATED PARTITION WALL - NOT A LOAD BEARING WALL

REMOVE QUAD-DECK EPS TO EXPOSE CONCRETE JOISTSECURE TOP PLATE TO CONCRETE

QUAD-DECK PARALLEL TO PARTITION WALLFIRE STOP AT PARTITION WALLS2

LOCATION OF CONCRETE JOIST CAN BE CONTROLLED BY CUSTOM CUTTINGSTARTING/ENDING PANEL WIDTH FOR A GIVEN FLOOR/ROOM LAYOUT




DRAWN BY:

DATE DRAWN:

REVISION NO:

SCALE:

SHEET SIZE:

APPROVED BY:

REVISION DATE:

COMMENTS:

DRAWING NO:

R




2015-09-01

QUAD-DECK TO STEEL STUD WALL

R1

2021-10-01

Z. PROSTRANQD-811

N/A

NOT TO SCALE

8.5" x 11" [216mm x 279mm]

G. KUSTERMANN

REBAR DOWELS AS SPECIFIEDWELDED TO STEEL PLATES

LOAD BEARING STEEL STUD WALL

CONT. PERIMETER REINFORCEMENTAS SPECIFIED

STEEL PLATE AT EACH REBAR DOWELSECURE TO STUD WALL TOP TRACKWITH SHEET METAL SCREWS



PANELS PARALLEL TO WALLQUAD-DECK TO STEEL STUD WALL 1



OR AS PER EOR


FINISH AS SPECIFIED



REBAR DOWELS AS SPECIFIEDCOINCIDING WITH QUAD-DECKCONCRETE JOISTSWELDED TO STEEL PLATES

LOAD BEARING STEEL STUD WALL

CONT. PERIMETER REINFORCEMENTAS SPECIFIED

STEEL PLATE AT EACH REBAR DOWELSECURE TO STUD WALL TOP TRACKWITH SHEET METAL SCREWS



PANELS PERPENDICULAR TO WALLQUAD-DECK TO STEEL STUD WALL 2



OR AS PER EOR


FINISH AS SPECIFIED



Date post:	09-Nov-2021
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QUAD-DECK TYPICAL DETAIL DRAWINGS

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