detailing service · the detailing service will be provided on an all-care basis. the...

DETAILING SERVICE

2 | PRYDA DETAILING SERVICE

SCALABLE DETAILING SOLUTION

Grow your business with a scalable detailing solution that adheres to the most stringent standards and quality assured processes. With dedicated and experienced detailers managing your workload, our service will fit seamlessly into your systems, allowing you to increase your efficiency and output. Pryda offers a cost effective detailing service with a blended model of your local and our offshore resources working together to drive your business forward.

COMPREHENSIVE COMMUNICATION FLOW

All detailers conform to stringent communication standards ensuring seamless and direct correspondence. A dedicated team member will be directly assigned to your detailing workflow, to safeguard against any miscommunication. This will allow you to establish direct rapport with your detailer and give you complete oversight of the process.


SERVICE OVERVIEWOutsource to grow your business.

PRYDA DETAILING SERVICE | 3

YEARS OF PRACTICAL EXPERIENCE

Our team of detailers are selected for a combination of their practical and simulated industry experience. Our Advanced level detailers on offer have a minimum of 3 years of practical industry detailing experience. All detailers are trained, assessed and certified to Pryda’s rigorous standards. Our team offer more than software knowledge and are equipped to deal with “real world” design scenarios offered through our simulated fabricator training experience.

EXTENDED DETAILING CAPACITY

Bottlenecks in detailing capacity is recognized as a consistent industry challenge. We understand just how important steady detailing output is to the success of your business. That’s why our offer is not only cost effective, it is intended to build upon your current team by extending your expertise and experience for better detailing outcomes.


4 | PRYDA DETAILING SERVICE4 | PRYDA DETAILING SERVICE

OUR VISION IS TO CREATE LONG LASTING PARTNERSHIPS BUILT ON SHARED INVESTMENT


Of these, detailing capacity is one of the most common bottlenecks and most difficult to solve, with long lead times on finding new staff, lag time and lost productivity during training, and no assurance of results. Our competent and affordable detailing service specifically addresses these challenges and greatly reduces the time, cost and risk of recruiting.

Our vision is to create long lasting partnerships built on shared investment. A blended model of local and offshore resources working together allows your team to work faster and smarter, creating better outcomes for your customers while ensuring you retain critical capabilities and experience. The combination of our detailers’ personal commitment to the success of your business, and your business’ commitment to their ongoing development and integration into your team, is what makes these partnerships so effective and unique.

Our team possess all the skills and Pryda-specific experience you would expect from a local hire, delivered and verified through the completion of Pryda’s Training Academy Program. This unique 20-week intensive learning program equips our team members with a combination of Pryda software and practical training to ensure they are ready for the real world of detailing.

Our program simulates the experience of working with a fabricator. Trainees are issued “real world” roof and wall frame jobs with set timeframes and accuracy expectations. As our trainees build their skills and competency, they move through our beginner, intermediate and advanced levels where the complexity of the projects increases, as does the requirement for quality and time effectiveness.

We are proud of our team and confident that they will quickly become a valued part of your operation. To accelerate this, our offer includes an initial two weeks of on-site training for them to start building the unique skills and relationships that will make them an asset to your business. This is followed by annual one-week trips for your team member(s) to your ANZ operation.

We encourage you to explore this offer in more detail on the following pages and contact our Detailing Manager, Jay Griggs, to discuss this exciting opportunity to help your business achieve its full potential.

INTRODUCTION TO DETAILING SERVICEFrame and truss fabricators face the constant challenge of balancing demand, detailing resources and production capability to maximise profits for their plant.


As our recruitment regime occurs at differing intervals across the year our training program is built upon a schedule of continuous and improved education and skillset. The scope and timing of the training programs available to our trainees means at any given time we will have detailers on offer at differing levels of competency, productivity and efficiency. As you would expect from

CERTIFIED INTERMEDIATE COMPETENCY OUTLINE

> Completion of all Pryda Build Learning Management System modules and software version caveats up to date

> Completion of Pryda Build Designer V4 Software training courses completed Wall and Roof Beginner and Intermediate

> Completion of 20 Week Pryda Training Academy Course: Certified Intermediate simulated industry exposure (experience working on “real world” detailing jobs)

> Certified Intermediate experience in at least one discipline wall frames or roof trusses

> Completion of Intermediate Detailer Workshop – comprising of common detailing situations relative to walls and trusses, decision making based on the three fundamental principal considerations of Cost, Manufacture and Site Installation

your local hires, the cost to employ a detailer varies according to their experience, efficiency and ability to handle more complex projects. It is for this reason that we have designed the Pryda Training Academy to provide you with transparency and confidence in the capabilities of our team, allowing you to blend and match skills and gaps in your current local team.

CERTIFIED ADVANCED COMPETENCY OUTLINE

> Completion of all Pryda Build Learning Management System modules and software version caveats up to date

> Completion of Pryda Build Designer V4 software training courses completed Wall and Roof Beginner, Intermediate and Advanced

> Completion of 20 Week Pryda Training Academy Course: Certified Advanced simulated industry exposure (experience working on “real word” detailing jobs)

> Certified Advanced experience in both disciplines of wall frames and roof trusses

> Completion of Advanced Detailer Workshop – comprising of common detailing situations relative to walls and trusses, decision making based on the three fundamental principal considerations of Cost, Manufacture and Site Installation

> Minimum 3 years practical experience detailing for an Australian/NZ Fabricator

1 2

OFFER AND EXPECTATIONSThe Pryda detailing resource comprises of two levels of competency on offer, Intermediate and Advanced.

PRYDA DETAILING SERVICE | 7PRYDA DETAILING SERVICE | 7

FOR A GREATER APPRECIATION OF YOUR BUSINESS

The initial Pryda Detailing Service offer contract includes return airfares and accommodation from Manila to your facility for two consecutive weeks of on-site training with an additional one week inclusion for every subsequent yearly contract renewal.It is intended during these visits that you will both induct and impart your specific manufacturing nuances, your specific builder expectations and requirements with the detailer.

The onsite visit is advantageous to introduce the new detailer to your local detailing team and welcome them into the culture and environment specific to your business. Pryda will endeavour to accommodate the detailer as close to your office/factory location as possible however it is expected that you will facilitate and make arrangements in the daily pick-up and drop-off of your new team member to and from this location.

Whilst training at your facility your new team member will be equipped with a mobile phone for contact, a laptop with Pryda Build designer V4 scientific calculator, scale ruler and fabricator questionnaire. At this time, you will be expected to provide a suitable working space for the duration of the training period.

During this period, it is expected that your new team member will complete your standard onboarding

process. They will be provided with an onboarding checklist to ensure they have understood your process to further enable a smooth transition into work upon their return to Manila.

The detailing service will be provided on an all-care basis. The responsibility will remain with your business to confirm the accuracy of the information provided by Pryda. For this reason, it is recommended that your local detailers or supervisor complete the final check of work prior to manufacture of any prefabricated product. Pryda will develop individualised and specific checklists to match the fabricator’s work profile to assist the detailer in providing more accurate information back to the customer.

Any further customer specific training outside of the initial two-week provision and annual one-week visits will be at both the cost and discretion of your business. Training can occur on-site in Manila or at your local facility or via means of internet conferencing. In the case of on-site training conducted in Manila, Pryda will provide a suitable workspace and basic IT provisions excluding desktop and laptop computer for trainer/s.

Additional training may be arranged for the team member in Manila or on site at your premises. We request at least two weeks’ notification of any intended on-site training in Manila in order to make necessary preparations of both staffing and workspace requirements and availability. Should you choose to engage in further training conducted at your facility we ask that you provide Pryda with at least four weeks’ notice to allow time to arrange appropriate travel visas and to confirm timing with your team member.

Once your new team member is back in Manila, direct IP phone or internet conferencing communication with your local team or supervisor is encouraged on a day to day or as required basis for the purposes of workflow status updates and feedback for ongoing improvement.

8 | PRYDA DETAILING SERVICE8 | PRYDA DETAILING SERVICE

WE WILL DELIVER A SEAMLESS PROCESS BETWEEN OUR BUSINESSES


Any relevant communications relating to the detailing tasks will be directly between your business representative and your new dedicated detailer. As soon as all jobs are received, they will be assessed and categorised according to size, complexity and

design factoring to establish an expected time frame for completion. Your team member can provide you with daily/weekly job status updates and Pryda can provide more formal monthly reporting for review as required.

Can job proceed to complete detailing?

Yes No

Yes No

YesNo

InfoConflict?

Job is logged and prepared for

initial assessment

Job documentation received from local team

Needs to be revised?

Self Review / Post Checklist

Produce the layouts and

reports required

Proceed to Design

Fill in Pre-assessment

Checklist

Assess job has all info to complete

task?

Assess job size and difficulty for ETA

Send job and docs to local team

Send work to factory /

Production Manager for Manufacture

Local team to review work and documentation

Work OK for manufacture or is revision required?

JOB SENT TO DETAILER DESIGN SEND TO LOCAL TEAM JOB MANUFACTURE

Confirm ETA with email to

local team

Confirm with local

team

WORKFLOWAll documentation and workflow will be directed to your newly appointed team member for workflow both in and out.


QUALITY ASSURANCE As part of our standard practice to both monitor and improve the quality of our work, all detailers are required to perform both pre and post design QA checklists.

These checklists help to ensure acceptable quality measures are taken during the design process. We can apply additional exceptions to our standard checklist and cater to the differing requirements of both your market and manufacturing expectations.



Job Classification Job Attributes

Intermediate Level

> Clear and concise plans including all dimensions, sections and elevations > Plans which require minimal detail confirmation with client > Consistent ceiling or eave lines > Moderate hip and valley planes requiring multiple block and girder solutions > Walls with consistent heights and step-downs > Lintels which remain within frame height > Walls with typical openings (single opening within vertical plane or wall level) > Walls that require typical beam and post pockets (that remain within single plane or level) > Residential work with standard and typical roof, floor and wall loadings (tiled roof, brick

veneer construction with standard flooring and carpet)

Advanced Level

> Mansard/Northlight roof types > Split level jobs with differing roof projections > Coffered, raised, raked, scissored ceiling planes > Roof types requiring Top Hat solutions for transport and installation considerations > Racking walls or walls which encroach into other levels > Multiple openings within single vertical plane > Lintels the encroach into floor or roof space > Roof designs which require box gutter, cove, upstand, parapet heel end solutions > Commercial or essential/special category loading requirements (walkways,

mechanical loads) > Job which require more details confirmation with client

JOB CLASSIFICATION To help understand the relationship between the skill set competency and the classification of work to be issued to your team member please refer to table below.


INTERMEDIATE PLAN EXAMPLE

Plans Clear and concise with all dimensions, elevations and sections as required to detail.

Roof Moderate hip, valley and gable roof planes on each corresponding level. Simple overhang variations in length. Skylight provision. Includes lower roof connections.

Wall Frame Consistent wall levels upper and lower. Standard openings windows and doors.

Dummy rafterto be fixed on site

Dummy rafterto be fixed on site

190x45 MGP10@ 600ctrs

140x45 MGP10@ 600ctrs

190x45 MGP10@ 600ctrs 140x45 MGP10

@ 600ctrs

Timber to be fixedon site to support rafter

200mm Wide Box Gutter


S S

SSSSS

S

SS

S

SSS

SB

SB

SB

SB

SB

SB

SBSBSBSBSBSB

6180

2185

600

600 28

0600

600

531

583

580

600

579

3340

1580

510600

574531

3620

600600

600600

1680

383

600

600

568

528600

600583

1830

18131812

793 583600

600600

600600

600600

600600

600600

810

3070

2505

3100

1110

1090

TS1

T1T1

T12

T2

T3T3

T11

T4

T4

C4

C5C5

C6

C7C8

C9 C10

C11C4 C12

C13

C1

C24

C25

C25

C1

C24

MG

2

MG

1

J1 J1J2 J2

J3

TSGG1

C4 C4C26 C26

C2 C2

C3C3

C4

C5

C5

C6

C6

C7

C7

C4

C11

H1 H1

H2

H3

H3

H5

M1

M1

M4

M4

M4

M5

M6

M7

M7

M7

M7

M8M8

M8

M8

M8

M8

M8M8

M8

M8

M8

M8

M5

M10

M9

M4

M8

M4

R11R8

MTS

1

MTS

2

MTS3

MV1

MV2

MV3

MV4

V13

Z2Z2

Z1

Z1

Z1

Z1

R10

R10

R12

R12

R9

R6

Truss Connections

- Trusses need to be fixed at each timber support with 2/65x2.8 dia Skew Nails unless otherwise noted.

Bottom Chord8 x 1/MG Multigrip (6/35x3.15d nails, 4/35x3.15d nails)6 x 1/TB35/12 Truss boot (8/12g-11x35 screws, 12/12g-11x35 screws)32 x 1/FB3590 Joist hanger (8/35x3.15d nails, 4/35x3.15d nails)

PLAN10-BEGINNERJob RefScale

CustomerSite Address

: Pryda Australia: 7 Short St.: HAMPTON EAST

Wednesday, 22 April 2020 01:28:09 PMPryda Australia ~ A division of ITW Australia Pty Ltd DANDENONG Ph (03) 9554 7001 Fax 9554 7000

Detailer

GENERAL NOTES:

ALL TRUSSES ARE TO BE INSTALLED AS PER INSTALLATION MANUAL AND AS4440.

TEMPORARY TIES MUST BE INSTALLED AT MA 4m FOR B/C AND MAX 3m FOR T/C

ROOF BRACING IS AN INDICATION ONLY.ROOF BRACING TO BEINSTALLED ON SITE AS PER BUILDING REGULATIONS.

TRUSSES MUST NOT BE CUT, NOTCHED,ALTERED AND RECTIFIED ON-SITE WITHOUT THE EXPRESS PERMISSION OF THE TRUSS MANUFACTURER

BTC = BOTTOM CHORD & TOP CHORD TIES

SB = SPEEDBRACE ON ROOF SURFACE

S = STRUTTED OVERHANG TO BE DONE ON SITE

Mark Jhodan Pinero@SCALE@

C O N N E C T I O N D E T A I L S

BRACING DETAILS

TRUSS TO TIMBER CONNECTION

Ceiling Mat'l: Timber (12mm pine) (7.0 kg/sq.m.)Roof Pitch: 20.00 Deg.

Eaves: 112.84mRoof Material: Concrete tiles - normal Roof Design Wind Velocity: 40.00 m/s (Ult.)

Roof Truss Spacing: 600

TRUSS CONNECTIONS

FB3590 Connection

TB35 - Screw Fixed Connection

Truss Tie Fixing

Lower Level


DOUBLE TRUSS

DO

UBL

E TR

USS

DO

UBL

E TR

USS

Skylight in betweentrusses at 600 ctrs

Skylight

SB

SB

SB

SB

SB

SB

SB

SB

SSS

S SS

S SS

S SS

SSS

SS

S

SS S

Adjust O3 on siteto suit

827056

80

2400 583600

473

7670

445450

415 600600

530600

600600

600600

455600

400600

2400 2400 95600

600

4180

2400600455

600400

6006530

6800

2400

C14

C15

C16

C17

C17

C17

C14

C15

C16

C14

C15

C16

C18

C19

C20

C14

C15

C16

C17

C14

C15

C16

C17

C17

C18C19

C20

C14

C16

C15

C18

C19

C16

C17

J4

J5J5

J6

J7

J8J8

J9J9

J9

J10J10

J4 J4J6 J6

J10

J12

J13

J5

J5

J10

J10

J9

J9

J4

J4

J14

T16

T8T9T8 T15

T5T5 T14

T13

T10

T10

TS2

TS3

TS4

TS5

TS6

TS7

C17

C17

C16

C16

C16

C15

C15

C15

C14

C14

C14

C17 C17

C16

C19 C19

C18 C18

C20

C17

C16

C16

C15

C15

C14

C14

C17

C17

C16

C16

C15

C15

C14

C14

H6

H7

H8

H9H9H11

H12

H13

H13

TSG

1

TSG

2

TSG3

TSG

4

TSG

5

TG1

TG2

PG2

PG1

TG3

O3O3

O3

O3

O3

O3

O3

O3

R13

R13

R1

R1

R4R5

R3

R7

R7

R2

V1

V2

V3

V4

V14

V6

V7

V5

V8

V9

MV

5

MV6

V1

V10

V11

V12

TSG

G2

TSG

G3

M11

Truss Connections


Bottom Chord21 x 1/MG Multigrip (6/35x3.15d nails, 4/35x3.15d nails)2 x 1/TB80C Truss boot (heavy duty) (4/M16, 2/M16)8 x 1/TB35/12 Truss boot (8/12g-11x35 screws, 12/12g-11x35 screws)5 x 1/FB3590 Joist hanger (8/35x3.15d nails, 4/35x3.15d nails)

Top Chord9 x 1/MG Multigrip (6/35x3.15d nails, 4/35x3.15d nails)





Detailer

GENERAL NOTES:

ALL TRUSSES ARE TO BE INSTALLED AS PER INSTALLATION MANUAL AND AS4440.

TEMPORARY TIES MUST BE INSTALLED AT MA 4m FOR B/C AND MAX 3m FOR T/C

ROOF BRACING IS AN INDICATION ONLY.ROOF BRACING TO BEINSTALLED ON SITE AS PER BUILDING REGULATIONS.

TRUSSES MUST NOT BE CUT, NOTCHED,ALTERED AND RECTIFIED ON-SITE WITHOUT THE EXPRESS PERMISSION OF THE TRUSS MANUFACTURER

BTC = BOTTOM CHORD & TOP CHORD TIES

SB = SPEEDBRACE ON ROOF SURFACE

S = STRUTTED OVERHANG TO BE DONE ON SITE

Mark Jhodan Pinero@SCALE@

C O N N E C T I O N D E T A I L S

BRACING DETAILS

TRUSS TO TIMBER CONNECTION

Ceiling Mat'l: Timber (12mm pine) (7.0 kg/sq.m.)Roof Pitch: 20.00 Deg.

Eaves: 112.84mRoof Material: Concrete tiles - normal Roof Design Wind Velocity: 40.00 m/s (Ult.)

Roof Truss Spacing: 600

TRUSS CONNECTIONS

FB3590 Connection

TB35 - Screw Fixed Connection

Truss Tie Fixing

NOTE ON NAIL LAMINATION: Edge distance 25mmChord or web widths up to 100mm: 2 rows at 500crs (staggered)

Chord or web widths from 101 to 200mm: 2 rows at 250crs (staggered)Chord or web widths from 201 to 300mm: 3 rows at 250crs (staggered)UPPER LEVEL

Rough Opening Schedule - Level 1Qty Name Height x Width Fin. Height Lintel Size1 D01 2400 x 1900 2400 2-240x45 HYSPAN1 W01 2057 x 2704 2400 (None)1 W02 2057 x 1450 2400 1-140x45 MGP101 W03 1543 x 1810 2400 1-140x45 MGP101 W04 2057 x 850 2400 1-90x45 MGP101 W06 695 x 1580 1575 (None)1 W07 695 x 3045 1575 1-190x45 MGP101 W08 1500 x 2700 2400 (None)1 D02 2700 x 6000 2700 (None)1 W09 2700 x 850 2700 1-150x45 HYSPAN1 D03 2375 x 1080 2375 1-90x45 MGP101 D04 2375 x 880 2375 2-90x45 MGP104 820 2340 x 820 2340 (None)1 *W09 2700 x 850 2700 2-150x45 HYSPAN1 *W04 2057 x 850 2400 1-90x45 MGP101 D10 2340 x 3680 2340 1-140x45 MGP101 Bulkhead 2400 x 1400 2400 (None)1 D11 2340 x 1640 2340 (None)1 ROBE-2 2340 x 2560 2340 1-120x45 MGP102 820 CSD 2340 x 1640 2340 (None)1 ROBE-3 2340 x 2670 2340 1-120x45 MGP101 Bulkhead 2400 x 1400 2400 (None)

D01

W01

W02

W03*W04W04

*W09 W09

D03

D04

Bulk

head

Bulk

head

D11 820

820

820

820ROBE-2

820

CSD

820

CSD

ROBE-3

W07 W06

A B

C D E

FG

H

IJ

K

L

M

N

O

PQ

RST

UVW

X

1

2

3

4

5

6

7

8

9

10

1112

13 14

15

16

17

18

19

2021

22

23 24

25

26

27

28

29

30

31

32

33

34

35

36

37

40

41 42

Z

150

PFC

180 PFC

250

PFC

380

PFC

Can be trimmed on site accordingly to suit fireplace

Can be trimmed on site accordingly to suit fireplace

Temp stud on bulkheadto be removed on site

Strapbrace to befixed on site




O U T D O O R L I V I N G

L I V I N GD I N I N G

K I T C H E N L O U N G EB E D 4

G U E S T B E D

E N

S U

I T

E

E N T R Y P O R T I C O

G A R A G E

L A U N D R Y

P D R

F I R E P L A C E

F I R E P L A C E

Timber to fixed on site

250 UB

XBB/2684 XBB/2042

XBB/

2010

XBB/

2701

XBB/2745 XBB/2706

XBB/2735 XBB/1821

XBB/2652

XBB/

2735

XBB/

2070

XBB/2683

XBB/

2674

OSB

1/12

00

OSB1/900 OSB4/770 OSB1/1200 OSB1/1030

OSB

4/67

0O

SB4/

600

OSB

4/60

0

OSB

4/60

0O

SB4/

744

OSB

4/82

0

OSB4/600OSB4/510OSB1/1200OSB4/763

OSB1/925

OSB

4/64

0

OSB1/900 OSB4/680

OSB

4/81

0

OSB

4/51

0O

SB4/

900

OSB

1/12

00O

SB4/

900

OSB

1/90

0O

SB1/

900

OSB4/600 OSB4/900

G1

G2

G8

G9

G3

G4

G5

G6

G7

PLAN10-BEGINNER-LWJob RefScale



SCALE

Thursday, 23 April 2020 04:56:10 PMPryda Australia ~ A division of ITW Australia Pty Ltd DANDENONG Ph (03) 9554 7001 Fax 9554 7000

Level LEVEL

GENERAL NOTES

PREFAB WALLS HAVE BEEN DESIGNED AND MANUFACTURED TOAUSTRALIAN STANDARDS AS1170.1-2002, AS1170.2-2002 and AS1684-2006.

FRAMER TO CHECK HJ/BEAM LENGTHS AND QUANTITIES BEFORE CUTTING.LENGTHS SUPPLIED TO SITE MAY BE INCLUSIVE OF TWO OR MORE LENGTHS.

2700 EXT & 2665 INT WALL HEIGHTS.TOP PLATE 90x35 MGP10.

DOUBLE TOP PLATE-INSTALL 90x35MGP10 RIBBON PLATE TO ALLLOAD BEARING WALLS UNLESS STATED OTHERWISE.

INTERNAL LOADBEARING WALL -

INTERNAL NON-LOADBEARING WALL -

STEEL COLUMN -

STEEL BEAM-

TIMBER BEAM-

JAMB & CONCENTRATED STUDS-

BRACING NOTES (FIXING REQUIREMENTS)

OSB1=SHEET BRACE WITH NOMINAL FIXING(Type G, AS1684)OSB3=SHEET BRACE WITH M12x150 or (2/M12x100 FOR INTERNAL WALLS)ANCHOR SCREWS EACH END AND INTERMEDIATELY AT 1200 CNTS (Type H, AS 1684)OSB4=SHEET BRACE WITH M10X70 SCREWS AT EACH CORNER OF EACHSHEETS SHORT WALL SECTION UNDER 900mm.XBB=METAL STRAP TENSIONED BRACE WITH NOMINAL FIXING (Type D-AS1684)

INSTALL PLATE TIES OVER RIBBON PLATE ON EVERY TOP PLATE OF ALL LOADBEARINGWALLS ABOVE EACH LOCATION THEY ARE FITTED TO BOTTOM PLATE AND OVEROPENINGS @ 1200CNTS

Roof Material: Concrete tiles - normalStd. Stud Centres (External): 450Std. Stud Centres (Internal): 600Roof Design Wind Velocity: 40.00 m/s (Ult.)Detailer: Mark Jhodan Pinero

RO SCHEDULE

XBB BRACE-REFER TO FIXING REQUIREMENTS

OSB1 & OSB3-REFER TO FIXING DETAILS

OSB4-REFER TO FIXING DETAILS

LOWERLEVEL

Bracing as per Engineering

Lintels as per Engineering

Rough Opening Schedule - Level 2Qty Name Height x Width Fin. Height Lintel Size1 D14 2370 x 4264 2370 2-140x45 MGP101 W16 1500 x 3000 2100 2-240x45 F17VGH1 W17 1543 x 1210 2250 1-200x45 HY...1 W18 1543 x 2398 2250 1-200x45 HY...1 W19 2315 x 1800 2250 1-200x45 HY...1 W11 1027 x 2704 2250 2-200x45 HY...1 W12 1543 x 2704 2250 2-200x45 HY...1 W13 1372 x 1450 2250 1-200x45 HY...1 W14 1543 x 2398 2250 2-240x45 HY...1 W15 1372 x 1810 2250 1-200x45 HY...3 820 2340 x 820 2340 (None)1 720 2340 x 720 2340 (None)1 D19 2340 x 1640 2340 (None)1 ROBE 2340 x 2230 2340 1-120x35 MGP101 LINEN 2340 x 2250 2340 (None)1 STORAGE 2340 x 3030 2340 1-140x45 MGP102 NICHE 300 x 600 1500 (None)1 *ROBE 2340 x 2230 2340 1-120x35 MGP10

D14

W16

W17

W18 W19

W11

W12

W13W14

W15

820

820

820

720

D19

RO

BE

*RO

BE

LINEN

STORAGE

NIC

HE

NIC

HE

A

B

C

D

E F

G H

IJ

K

L

M

NOP

QR

S

1

2

3

4

5

6

7

8 9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

2425

26

27

28

29

30

31

32

M A S T E R B E D

E N S U I T E

D R E S S I N GS T U D Y

R E T R E A T

B E D 3

B A T H

B E D 2

W C

S H R

S H R

150

PFC

150 PFC

Strapbrace to be fixedon site



XBB/

2708

XBB/2705XBB/2210

XBB/1935 XBB/1770

XBB/1930

XBB/2487XBB/1931XBB/2185

XBB/

2689

XBB/2735 XBB/2420

XBB/

1808

XBB/

2719

XBB/2655

XBB/2737

OSB1/1126

OSB4/590 OSB4/500

OSB4/790

OSB4/480

OSB4/730 OSB4/730

OSB

1/10

00

OSB

4/74

0O

SB4/

736

OSB

4/67

6O

SB4/

710




SCALE


Level LEVEL

GENERAL NOTES







STEEL COLUMN -

STEEL BEAM-

TIMBER BEAM-






RO SCHEDULE




UPPER LEVEL

Bracing as per Engineering

Lintels as per Engineering





300m

m W

ide

Box

Gut

ter

2°

2°

2°

2°

Rafter as per Engineering120 x 45 MGP10

BTC BTC BTC

BTC BTCBTC

SBSBSB SB

SBSB SB SB

SBSBSB SB

METAL ROOF

METAL ROOF

METAL ROOF

600600

600600

600600

600600

600565

1150

1149

0

493600

600600

600600

600600

600600

600600

600600

600452

493600

600600

600600

600600

600600

600600

600600

600452

2914

5610

5610

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M1

M1

M1

M1

M1

M1

M1

M7

M7

M7

M7

M7

M7

M7

M7

M7

M7

M7

M1

M1

M1

M1

M1

M1

M1


: Pryda Australia: Lot 5 Howard Avenue: MOUNT WAVERLEY

RoofingPitchSpacingDesign Wind VelocityDetailer

: Concrete tiles - normal

: 600: 40.00 Deg.

: 34.00 m/s (Ult.): Mark Jhodan Pinero

LevelScaleJob Ref PLAN-ADVANCED

Saturday, 25 April 2020 12:54:38 PMPryda Australia ~ A division of ITW Australia Pty Ltd DANDENONG Ph (03) 9554 7001 Fax 9554 7000

Truss Connections


Bottom Chord20 x 1/TT Truss Tie26 x 1/FB3590 Joist hanger (8/35x3.15d nails, 4/35x3.15d nails)33 x 1/TBJ35 Joist boot (8/12g-11x35 screws, 8/12g-11x35 screws)

CONSTRUCTION LAYOUT

Note: Roof Bracing is an indication only.Roof Bracing to be installed by the builder

on site as per building regulations.

| Speedbrace| Bottom/Top Chord Ties

SBBTC

LOWER LEVEL

Trusses must not be cut, notched, altered orrectified on-site without the express permission

of the truss manufacturer.

ADVANCED PLAN EXAMPLE

Plans Clear and concise with all dimensions, elevations and sections as required to detail. May require further detail confirmation with client.

Roof Bell (dual pitch) Upper Roof with box gutter roof well in centre of roof. Box gutters to lower roof with bracketed connections to roof support beams.

Wall Frame Consistent wall levels upper and lower. Standard openings windows and doors.




2°

2°

METAL ROOF

METAL ROOF

BTC BTC

BTCBTC

SB SB

SB SB SB SB

SB

SB

SB

SB

SBSBSBSB

SB

SB

SB

SB

S SS

S SS

SSSSS

S

395600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600600

600395

8420

15001500

1465

1465

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NS1

NSG

1

NSG

2

PCG1

PCG2

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M6

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4 M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

M4

H1

H2 H2

H1

C1

C1

C2

C2

C1

C1

C2

C2

C5 C5

C5C5C3 C3

C1

C1

C2

C2

C5

C5

C1

C1

C2

C2

C5

C5



RoofingPitchSpacingDesign Wind VelocityDetailer

: Concrete tiles - normal

: 600: 40.00 Deg.

: 34.00 m/s (Ult.): Mark Jhodan Pinero

LevelScaleJob Ref PLAN-ADVANCED

Saturday, 25 April 2020 12:49:16 PMPryda Australia ~ A division of ITW Australia Pty Ltd DANDENONG Ph (03) 9554 7001 Fax 9554 7000

Truss Connections


Bottom Chord4 x 2/MG Multigrip (6/35x3.15d nails, 4/35x3.15d nails)4 x 1/TB80C Truss boot (heavy duty) (4/M16, 2/M16)96 x 1/TB35/12 Truss boot (8/12g-11x65 screws, 12/12g-11x35 screws)

CONSTRUCTION LAYOUT

Note: Roof Bracing is an indication only.Roof Bracing to be installed by the builder

on site as per building regulations.

| Speedbrace| Bottom/Top Chord Ties| Strutted overhang to be done on site

SBBTC

UPPER LEVEL Note: valley board quantities for tiled roof include an extra board for ripping to increase valley board width to 1.5

Trusses must not be cut, notched, altered orrectified on-site without the express permission

of the truss manufacturer.

NOTE ON NAIL LAMINATION: Edge distance 25mmChord or web widths up to 100mm: 2 rows at 500mm cntrs (Staggered)

Chord or web widths from 101 to 200mm: 2 rows at 250mm cntrs (Staggered)Chord or web widths from 201 to 300mm: 3 rows at 250mm cntrs (Staggered)

S

Rough Opening Schedule - Level 1Qty Name Height x Width Fin. Height Lintel Size6 920 2100 x 920 2100 (None)1 L27 - 820 DB 2100 x 1640 2100 1-140x45 MGP101 L13 - W16 450 x 1800 1500 1-240x45 HYSPAN1 L14 - W17 1000 x 600 2250 1-150x45 HYSPAN1 L16 - W01 1800 x 900 2250 1-150x45 HYSPAN1 L17 - MAIN DOOR W/ SIDELI 2140 x 2240 2140 1-200x45 HYSPAN1 L29 - W05 1000 x 555 2250 (None)1 L30 - W06 1800 x 1200 2250 1-150x45 HYSPAN1 L31 - W07 1800 x 1200 2250 1-150x45 HYSPAN1 L20 - FRENCH DOOR 2100 x 1800 2100 (None)1 L21 - W08 2100 x 1387 2100 (None)1 L22 - W10 2100 x 593 2100 (None)1 L25 - W14 2100 x 1387 2100 (None)1 L24 - W12 2100 x 582 2100 (None)1 L23 - W10-1 2100 x 615 2100 (None)1 L26 - W12-1 2100 x 626 2100 (None)2 720 2100 x 720 2100 (None)1 970 CSD 2100 x 1575 2100 (None)1 L15 - *W01 1800 x 900 2250 1-150x45 HYSPAN1 *970 CSD 2100 x 1940 2100 1-120x45 MGP101 L28 - *920 2100 x 920 2100 1-240x45 HYSPAN1 L19 - *FRENCH DOOR 2100 x 1800 2100 (None)1 L18 - *FRENCH DOOR 2100 x 1800 2100 (None)

A B

C

D

E

F

1 2

3

4

5

6

7

8

9

10

11

12

1314

15

16

17

18

19

2021

22

23

24

2526

27

28 2930

31

32

33

34

35

36

37

38

3940

41

42 43

44

45

46

G H I J

K

L

M

47

NOPQ

Top and Very top plateto be installed on site

Bulkhead to befixed on site

1400mm Dwarf wallmaterial to be confirm

M E A L S

F A M I L YL I V I N G

K I T C H E N

B U T L E R 'S

W I R

E N S

G U E S T

E N T R Y

L 'D R Y

D O U B L E

G A R A G E

P W D

A L F R E S C O

P O

R C

H

XBB/2408

XBB/

2434

XBB/

2449

XBB/

2308

XBB/

2408

XBB/

2100

XBB/2709

OSB1/900OSB1/900

OSB1/900 OSB4/600OSB4/600

OSB4/600OSB4/600

OSB4/600OSB4/600OSB4/600

OSB4/600OSB4/600

OSB4/600OSB1/900

OSB

1/93

5O

SB4/

844

OSB

1/11

09

OSB1/1200

OSB1/900OSB1/900

OSB1/900OSB1/900

OSB1/900

PLAN-ADVANCED-LWJob RefScale



SCALE

Tuesday, 28 April 2020 09:20:25 AMPryda Australia ~ A division of ITW Australia Pty Ltd DANDENONG Ph (03) 9554 7001 Fax 9554 7000

Level LEVEL

GENERAL NOTES







STEEL COLUMN -

STEEL BEAM-

TIMBER BEAM-






RO SCHEDULE




LOWER LEVEL Bracing as per Engineering

Lintel as per Engineering

Rough Opening Schedule - Level 2Qty Name Height x Width Fin. Height Lintel Size1 L1 - W28 1800 x 2400 2250 1-240x45 HYSPAN1 L2 - W29 1800 x 1500 2250 1-240x45 HYSPAN1 L8 - W18 1800 x 900 2250 1-150x45 HYSPAN1 L9 - W24 1800 x 2100 2250 1-150x45 HYSPAN1 L10 - W25 1500 x 1800 2250 1-150x45 HYSPAN1 L11 - W26 1500 x 1000 2250 1-150x45 HYSPAN1 L12 - W27 1500 x 1800 2250 1-150x45 HYSPAN3 920 2100 x 920 2100 (None)1 720 DB 2100 x 1440 2100 (None)2 820 DB 2100 x 1640 2100 (None)3 970 CSD 2100 x 1940 2100 (None)1 ROBE 2100 x 2160 2100 (None)1 ROBE 2 2100 x 2880 2100 (None)2 BULKHEAD 2244 x 1280 2244 (None)1 L3 - *W18 1800 x 900 2250 1-150x45 HYSPAN1 L4 - *W18 1800 x 900 2250 1-150x45 HYSPAN1 L5 - *W18 1800 x 900 2250 1-150x45 HYSPAN1 L6 - *W18 1800 x 900 2250 1-150x45 HYSPAN1 L7 - *W18 1800 x 900 2250 1-150x45 HYSPAN

A

B

C

DEF

G

H

I

J K L

1

2

34

5

6

7

8

9

10

11

12

13

14

15

16

1718

19

20

21

22

2324

25

26 2728

29

30

31

3233

Bulkhead to befixed on site

Studs to be fixedon site to suit with CSD

S H R

S H R

B E D 2

R E T R E A T M A S T E RB E D R O O M

O F F I C EB E D 3

B A T H

E N S W I R

XBB/2408 XBB/1824

XBB/2408XBB/2449

XBB/

2414

XBB/2410

XBB/

2432

XBB/

2444

XBB/2411

XBB/

2682

XBB/

2426

XBB/2428

OSB

1/11

90O

SB4/

890

OSB

1/90

0O

SB4/

844

OSB

4/84

4O

SB4/

844

OSB

4/84

4O

SB4/

844

OSB

1/93

5

OSB

1/90

0O

SB4/

590

OSB1/1200

L1 L2

L3L4

L5L6

L7L8

L9

L10

L11

L12

PLAN-ADVANCEDJob RefScale



SCALE

Monday, 27 April 2020 10:38:34 AMPryda Australia ~ A division of ITW Australia Pty Ltd DANDENONG Ph (03) 9554 7001 Fax 9554 7000

Level LEVEL

GENERAL NOTES







STEEL COLUMN -

STEEL BEAM-

TIMBER BEAM-






RO SCHEDULE




UPPER LEVEL Bracing as per Engineering

Lintel as per Engineering


Pryda Australia - A Division of ITW Australia Pty Ltd

T: 1300 657 052

E: [email protected]

pryda.com.au

Pryda New Zealand - A Division of ITW New Zealand Ltd

T: 0800 88 22 44

E: [email protected]

pryda.co.nz

© 2020

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