COMPETENCY-BASED LEARNING MATERIALS CARPENTRY-fabricating-formworks

1. COMPETENCY-BASED LEARNING MATERIAL
Sector: CONSTRUCTION
Qualification Title: CARPENTRY NC II
Unit of Competency: FABRICATE FORMWORKS
Module Title: FABRICATING FORMWORKS
Technical Education and Skills Development Authority
Jacobo Z. Gonzales Memorial School of Arts and Trades
San Antonio, Biñan City
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 1 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

2. HOW TO USE THIS COMPETENCY BASED LEARNING
MATERIAL
Welcome to the module in fabricating form works. This module contains
training materials and activities for you to complete.
You are required to go through a series of learning activities in order to
complete each learning outcome of the module. In each learning outcome are
Information Sheets, Self-Checks, Operation Sheets and Job Sheets. Follow these
activities on your own. If you have questions, don't hesitate to ask your facilitator for
assistance.
The goal of this course is the development of practical skills. To gain these
skills, you must learn basic concepts and terminology. For the most part, you'll get
this information from the Information Sheets and multimedia materials
This module was prepared to help you achieve the required competency, in
"Fabricating Form works".
This will be the source of information for you to acquire knowledge and skills in
this particular competency independently and at your own pace, with minimum
supervision or help from your instructor.
Remember to:
Work through all the information and complete the activities in each section.
Read information sheets and complete the self-check. Suggested references
are included to supplement the materials provided in this module.
Most probably your trainer will also be your supervisor or manager. He/she is
there to support you and show you the correct way to do things.
You will be given plenty of opportunity to ask questions and practice on the
job. Make sure you practice your new skills during regular work shifts. This way you
will improve both your speed and memory and also your confidence.
Use the Self-checks, Operation Sheets or Job Sheets at the end of each
section to test your own progress.
When you feel confident that you have had sufficient practice, ask your Trainer
to evaluate you. The results of your assessment will be recorded in your Progress
Chart and Accomplishment Chart.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 2 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

3. UNIT OF COMPETENCY : FABRICATE FORMWORKS
MODULE TITLE : FABRICATING FORM WORKS
MODULE DESCRIPTOR : This module covers the knowledge, skills and
attitude in selecting and preparing materials, tools
and equipment for fabricating form works, laying-
out, cutting to dimensions of form sheating and
stiffeners and assembling form panels.
NOMINAL DURATION : 40 hrs.
CERTIFICATE LEVEL : NATIONAL CERTIFICATE LEVEL II
PREREQUISITE :
SUMMARY OF LEARNING OUTCOMES:
Upon completion of this module, the trainee/student must be able to:
LO 1. Prepare materials, tools and equipment for fabricating form works
according to job requirements
LO 2. Lay-out and cut to dimension of form sheating and stiffeners
LO 3. Assemble form panels
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 3 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

4. ASSESSMENT CRITERIA:
1. Plans and details are correctly interpreted and identified according to job
requirements
2. Materials, tools and equipment are identified consistent with job
requirements
3. Materials and tools are properly stored and freed from defects.
4. Appropriate PPE are selected according to job requirements.
5. Form sheating and stiffeners are measured and marked according to job
specifications
6. Form sheating and stiffeners are laid out and cut with tolerances of ±3 mm
for all measurements and squareness
7. Appropriate PPE is used according to job requirements
8. Form panels and stiffeners are laid-out for pre-assembly
9. Form panels and stiffeners are pre-assembled
10. Form panels and stiffeners are checked for squareness according to job
requirements
11. Form panels and stiffeners are assembled
12. Appropriate PPE is used according to job requirements and safety
regulations
13. Unexpected situations are responded to in line with company rules and
regulations
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 4 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

5. LEARNING OUTCOME NO. 1 Prepare materials, tools and
equipment for fabricating formworks
CONTENTS:
• Tools, materials and equipment for fabricating formworks
• Materials estimates
• Mechanical properties of lumber
• Economic use of materials
ASSESSMENT CRITERIA
1. Plans and details are correctly interpreted and identified according to job
requirements
2. Materials, tools and equipment are identified consistent with job
requirements
3. Materials and tools are properly stored and freed from defects.
4. Appropriate PPE are selected according to job requirements.
CONDITIONS:
You must be provided with the following:
1. WORKPLACE LOCATION
2. TOOLS AND EQUIPMENT
• Claw Hammer
• Pencil/Marking pen
• Pull-Push Rule
• Nylon String
• Steel Square
• Try-square
• Hand Saw
• Chalk Line
3. TRAINING MATERIALS
Leaning Packages
Bond paper
Ball pens
• Personal Protective
Equipment
• Portable Circular Saw
• Plan and working drawings
• Lumber
• Nails
• Plywood
Manuals
Related References
ASSESSMENT METHOD
Portfolio
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 5 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

6. Learning Experience
PREPARE MATERIALS, TOOLS AND EQUIPMENT FOR FABRICATING
FORM WORKS
Learning Activities Special Instructions
Read Information Sheet No. 2.1-1 on
Tools , materials and equipment for
fabricating formworks
Answer Self-Check No. 2.1-1
Compare your answer to the answer
key
Read Information Sheet No. 2.1-2 on
Material for fabricating formworks
Answer Self-Check No. 2.1-2
Compare your answer to the answer
key
Read Information Sheet No. 2.1-3 on
Mechanical properties of lumber
Read Information Sheet No. 2.1-4 on
Economic use of materials
Answer Self-Check No. 2.1-4
Compare your answer to the answer
key
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 6 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

7. INFORMATION SHEET NO. 2.1-1
TOOLS, MATERIALS AND EQUIPMENT FOR FABRICATING
FORMWORKS
Refer to module on Stake-out Building Lines, Information Sheet No. 1.1-4 on
Tools, Materials and Equipment in Staking-out Building Lines
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by: Page 7 of 33
Developed by:
Glenn F.
Salandanan
Revision #
____

8. INFORMATION SHEET NO. 2.1-2
MATERIALS FOR FABRICATING FORMWORKS
LEARNING OBJECTIVE:
Upon completing this section, you should be able to KNOW the DIFFERENT
MATERIALS for FABRICATING FORMWORKS and FORMWORK DETAILS.
A. Materials used for Formwork
Materials used for the construction of concrete formwork range from traditional
materials such as wood, steel, aluminum, and plywood to nontraditional materials
such as fiberglass. Wood products are the most widely used material for formwork.
1. Timber and Plywood
Timber and plywood are the
material used most for formwork
because it is high in quantity
whereby the material is easy to
get. Besides that , timber and
plywood can be handled better
because it is easy to cut it and fix
as a formwork. This includes the
easy handling of it .
2. Metal Panel
Metal formwork has a very high
reuse potential. So it is more
economical than timber where
repetitive work is necessary.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 8 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

9. 3. Plastic (FRP)
Another material used here is the fiberglass-
reinforced plastic as a formwork. Its
functions well because :
• Moldability
• Light weight
• Strength
• Toughness
B. Construction of Forms consist of:
1. Plywood - It is made in thicknesses of 1/4, 3/8, 1/2, 5/8, and 3/4 inch, and in
widths up to 48 inches. The 8-foot lengths are most commonly used. The
6/8- and 3/4-inch thicknesses are most economical.
2. Supporters or studs - Vertical studs make the sheathing rigid. These studs
are generally made from 2 x 4 lumber. Studs also require reinforcing when
they extend more than 4 feet.
3. Braces - Braces give the forms stability. The most common brace uses a
horizontal member and a diagonal member nailed to a stake and to the
stud or wale. The diagonal member of the brace should make a 30° angle
with the horizontal member.
4. Spacer - Spreaders must be placed near each tie wire. Spreaders are cut to
the same length as the thickness of the wall and placed between the two
sheathing surfaces of the forms.
5. Tie Wire - Tie wires hold the forms secure against the lateral pressures of
unhardened concrete. Double strands are always used. Ties keep wall
forms together as the concrete is positioned. The tie wire is made taut by
twisting it with a smooth metal rod or a spike.
6. Assorted CWN - refers to the different size of nail ranging from 1”-4” (25 mm-
100 mm) in length.
C. Formwork detail for different structural members
In concrete construction formwork is commonly provided for the following
structural members:
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 9 of 33Developed by:
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Salandanan
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10. 1. Formwork for sloping side column
It consists of
• Side Supports
• Side Planks
• Cleats
2. Wall foundations
It consists of:
• Plywood Sheeting
• Struts
3. Formwork for Wall
It consists of:
• Timber sheeting
• Vertical posts
• Horizontal members
• Rackers
• Stakes
• Wedges
After completing one side of formwork
reinforcement is provided at the place then
the second side formwork is provided.
4. Formwork for Column
It consists of the following:
• Side & End Planks
• Yoke
• Nut & Bolts
Two end & two side planks are joined by the
yokes and bolts.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 10 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

11. 5. Formwork for Slabs & beams
It consists of:
• Sole plates
• Wedges
• Props
• Head tree
• Planks
• Batten
• Ledgers
- Beam formwork rests on head tree
- Slab form work rests on battens and joists
- If prop height are more than 8’ provide
horizontal braces
6. Formwork for Stairs
It consists of:
• Vertical & inclined posts
• Inclined members
• Wooden Planks or sheeting
• Stringer
• Riser Planks
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 11 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

12. SELF- CHECK NO. 2.1-2
Check your mastery in materials in fabricating forms by completing the tasks
below.
MULTIPLE CHOICE: Read the statement carefully. Choose the letter of the correct
answer. Write the letter of your choice on the space provided.
________1. These materials are used for most formwork because it is high in
quantity whereby the material is easy to get.
a. Earth
b. Metal Panel
c. Timber and plywood
d. Plastic
________2. These material is more economical than timber where repetitive work is
necessary
a. Earth
b. Metal Panel
c. Timber and plywood
d. Plastic
________3. These make the sheathing rigid and are generally made from 2 x 4
lumber.
a. Braces
b. Spacer
c. Supporters
d. Tie wire
________4. It gives the forms stability.
a. Braces
b. Spacer
c. Supporters
d. Tie wire
________5. Which of the following is not a member of formworks for column?
a. Rackers
b. Side & End Planks
c. Yoke
d. Nut & Bolts
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 12 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

13. ANSWER KEY 2.1-2
Check your answer with the answer key below. If you fail to get it right, refer
back to corresponding resources until you make it perfect.
1. C
2. B
3. C
4. A
5. A
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 13 of 33Developed by:
Glenn F.
Salandanan
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14. INFORMATION SHEET NO. 2.1-3
MECHANICAL PROPERTIES OF LUMBER
LEARNING OBJECTIVE:
Upon completing this section, you should be able to KNOW the
MECHANICAL PROPERTIES of LUMBER.
Basic understanding of mechanical properties of lumber is necessary for
concrete formwork design. Wood is different from any other structural material in that
allowable stresses of wood are different according to the orientation of the wood.
A. Bending Stresses
The figure below shows a simply supported wood beam with a concentrated
load applied at the midpoint. This process results in bending. The lumber is stressed
internally to resist the external loads. Bending in a member causes tension forces in
the extreme fibers along the face farthest from the load and causes compression in
the fiber along the side closest to the applied load. The maximum stress induced in
the fibers, which occurs at the edges, is referred to as the ‘‘extreme fiber stress in
bending.’’ This stress is highly dependent on the parallel-to-grain strength of the
wood in both tension and compression.
B. Modulus of Elasticity (MOE)
Modulus of elasticity is a measure of stiffness. This factor (MOE) is a
relationship between the amount of deflection in the member and the value of load
applied that causes the deflection. The amount of deflection depends on the size of
the member, the span between the supports, the load, and the particular member
specie of wood. The parallel-to-grain MOE (i.e., the stiffness when wood is pushed or
pulled parallel to the wood grain) is about 30 times greater than the perpendicular-to-
grain MOE.
Bending stress
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
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15. C. Tensile and Compressive Strengths
Tensile strength is a measure of the ability of wood to resist pulling forces. On
the other hand, compressive strength is a measure of the ability of wood to resist
pushing forces. For clear wood (wood without defects), the tensile and compressive
strengths for parallel-to-grain loads are approximately 10 times greater than for loads
applied perpendicular to the wood grain.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 15 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

16. INFORMATION SHEET NO. 2.1-4
ECONOMIC USE OF MATERIALS
LEARNING OBJECTIVE:
Upon completing this section, you should be able to KNOW the ECONOMICS
USE of MATERIALS
Formwork is the largest cost component for a typical multistory reinforced
concrete building. Formwork cost accounts for 40 to 60 percent of the cost of the
concrete frame and for approximately 10 percent of the total building cost.
Timber is an economical material of formworks construction but it has a short
life span. As the reusability of timber formwork is low and it can only be reused 8-15
times, several sets of timber formworks are needed for a high-rise building or a large
project. Hence, the cost of the formwork is high in long run.
Steel formworks might have the high cost at the beginning of the
construction but as steel formwork has a long lifespan and high reusability; it can
save the cost in long run. This is because less replacement of old formwork is
needed. It can save concrete volume needed because it can form a long span
comparing to timber formwork.
A. Tips for avoiding waste construction materials
1. Study carefully the plan and detailed drawing.
2. From the given detailed drawing, you can study its different parts, including
sizes of these parts
3. Cutting lumbers, always refer to the schedule of cutting
4. Always determine the methods of measurement used in the plan for marking
5. Always remember the principles for cutting “measure twice and cut once”
6. In cutting lumber and plywoods, always use effective tools.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 16 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

17. SELF- CHECK NO. 2.1-4
Check your mastery in the economic use of materials by completing the tasks
below.
ENUMERATION:
1. Explain the differences of using timber formworks from steel formworks (7
points).
2. Enumerate at least three (3) in avoiding waste on construction materials used
in fabricating formworks.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 17 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

18. ANSWER KEY 2.1-4
Check your answer with the answer key below. If you fail to get it right, refer
back to corresponding resources until you make it perfect.
1. Timber is more economical material in formwork construction but it has a
shorter life span and it can be reused 8-15 times only while steel formworks
might have the high cost at the beginning of the construction but as steel
formwork has a long lifespan and high reusability in long run because less
replacement of old formwork is needed. It can save concrete volume needed
because it can form a long span comparing to timber formwork.
2. Answers are any of the following
• Study carefully the plan and detailed drawing
• From the given detailed drawing, you can study its different parts,
including sizes of these parts
• Cutting lumbers, always refer to the schedule of cutting
• Always determine the methods of measurement used in the plan for
marking
• Always remember the principles for cutting “measure twice and cut once”
• In cutting lumber and plywoods, always use effective tools.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 18 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

19. LEARNING OUTCOME NO. 2 Lay-out and cut to dimension of form
sheating and stiffeners
CONTENTS:
• Form design
• Prefabrication of formwork panels
ASSESSMENT CRITERIA
1. Form sheating and stiffeners are measured and marked according to job
specifications
2. Form sheating and stiffeners are laid out and cut with tolerances of + 3 mm
for all measurements and squareness
3. Appropriate PPE is used according to job requirements
CONDITIONS:
You must be provided with the following:
1. WORKPLACE LOCATION
2. TOOLS AND EQUIPMENT
• Claw Hammer
• Pencil/Marking pen
• Pull-Push Rule
• Nylon String
• Steel Square
• Try-square
• Hand Saw
• Chalk Line
3. TRAINING MATERIALS
Leaning Packages
Bond paper
Ball pens
• Personal Protective
Equipment
• Portable Circular Saw
• Plan and working drawings
• Lumber
• Nails
• Plywood
Manuals
Related References
ASSESSMENT METHOD
Portfolio
Demonstration
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 19 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

20. Learning Experience
LAY-OUT AND CUT TO DIMENSION OF FORM SHEATING AND
STIFFENERS
Learning Activities Special Instructions
Read Information Sheet No. 2.2-1
on Form design
Answer Self-Check No. 2.2-1
Compare your answer to the answer
key
Read Information Sheet No. 2.2-2 on
Prefabrication of formwork panels
Perform Operation Sheet No. 2.2-2 on
Prefabricate Form Panels and
Stiffeners
Evaluate your own work using the
Performance Criteria Checklist
Present your work to your trainer for
evaluation
Keep a copy of your work for the next
activities
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 20 of 33Developed by:
Glenn F.
Salandanan
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____

21. INFORMATION SHEET NO. 2.2-1
FORM DESIGN
LEARNING OBJECTIVE:
Upon completing this section, you should be able to KNOW the
IMPORTANCE OF FORMWORKS, FACTORS INFLUENCING FORM DESIGN and
FORM CHARACTERISTICS.
Form is a temporary boarding, sheating or pan used to produce the desired
shape and size of concrete. The structural members of a building are built-up into its
desired shape and dimension through the use of forms which serve as mold for the
mixed concrete.
Concrete mixture is generally semi-fluid that reproduces the shape of anything
into which it is poured. Concrete form should be water tight, strong enough and rigid
to sustain the weight of the concrete. It should be simple and economically designed
in such manner that they are easily removed and reassembled without damaged to
themselves or to the concrete.
A. Form Design
1. Importance of Formwork
• Protects the concrete
• Aids in the curing of the concrete
• Supports any reinforcing bars or conduit embedded within it
• Represents up to one-third of a concrete structure's total cost
2. Factors influencing form design
• Nature of the structure
• Availability of equipment and form materials
• Anticipated reuse of the forms
• Familiarity with construction methods that influence the formwork
design
• Strength of the forming materials and the loads they must support
• Concrete's final shape, dimensions, and surface finish
B. Form Characteristics
1. Ensure that the forms are tight, rigid, and strong. Loose forms permit loss of
cement which can result in--
• Honeycombing. Honeycombing is when the concrete is not satisfactorily
consolidated or vibrated air pockets form within the concrete and present a
pocked appearance.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
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22. • Sand streaking. Sand streaking occurs when concrete loses too much
water due to loose forms; the water carries sand with it through the gaps in
the formwork and causes streaking.
2. Ensure that the forms are braced enough to align them and strong enough to
hold the concrete.
3. Take special care in bracing and tying down forms used for configurations,
such as retaining walls. Ensure that the forms are wide at the bottom and
taper toward the top.
4. Ensure that wall forms are braced properly. The concrete in wall forms, such
as the first pour, tends to lift the form above its proper elevation.
5. Reuse forms by constructing them in a manner that allows easy removal and
replacement with minimal damage.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 22 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

23. SELF- CHECK NO. 2.2-1
Check your mastery in form designs by completing the tasks below.
ENUMERATION:
1. What are the importance of formworks? Give at least 2
a. ___________________________
b. ___________________________
2. What are the factors influencing form designs? Enumerate at least 3
a. ___________________________
b. ___________________________
c. ___________________________
3. What are the 2 results of loose forms?
a. ___________________________
b. ___________________________
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 23 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

24. ANSWER KEY 2.2-1
Check your answer with the answer key below. If you fail to get it right, refer
back to corresponding resources until you make it perfect.
1. Importance of formworks are (any of the following answers):
a. Protects the concrete
b. Aids in the curing of the concrete
c. Supports any reinforcing bars or conduit embedded within it
d. Represents up to one-third of a concrete structure's total cost
2. Factors influencing form design are (any of the following answers):
a. Nature of the structure
b. Availability of equipment and form materials
c. Anticipated reuse of the forms
d. Familiarity with construction methods
e. Strength of the forming materials and the loads they must support
f. Concrete's final shape, dimensions, and surface finish
3. Loose forms results in:
a. honey combing
b. sand streaking
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 24 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

25. INFORMATION SHEET NO. 2.2-2
PREFABRICATION OF FORMWORK PANELS
LEARNING OBJECTIVE:
Upon completing this section, you should be able to KNOW the DIFFERENT
HAND TOOLS and MACHINE USED and the PROCEDURES in PRE-
FABRICATING FORMWORK PANELS.
Prefabricated formwork panels are indispensable for beam and column
formworks. Prefabricated formwork panels, however, are also recommended for
series production of foundation and ceiling formworks.
In that case the construction of the panels differs from that of panels for beam
and column formworks but the technology of prefabrication is the same.
A. Hand tools and machines
• Circular saw
• hand saw
• hammer
• wrecking bar
• folding rule
• try square
• measuring rods
B. Procedure
1. Prepare the work.
Make available the tools and materials. A work table is to be manufactured
2. Enter all sizes required from the working drawing.
Derive the sizes from the dimensions of the column for which the formwork is
to be made. Prepare the size distribution of the stiffeners in particular.
3. Cut up the boards.
Locate the sizes of the forms to the plywood at both ends then using your
chalk line, mark the boundaries to be cut.. Do not place the rough edge of the
board to the inside of the formwork. Always consider the economy use of
materials.
Note: If you use circular saw for cutting plywood ask the Permission of
your teacher
4. Cut the stiffeners straps to length. Use 2”X 2” lumber for the stiffener. Butt
joint is commonly used in this construction. Adopt the schedule for cutting.
5. After cutting, arrange and classify cut members ready for assembling.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 25 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

26. OPERATION SHEET NO. 2.2-2
Title: Prefabricate Form Panels and Stiffeners
Performance Objective: Given the necessary materials, you should be
able to pre-fabricate form panels and stiffeners
Supplies and Materials: Working Drawing/ Plan
Lumber, plywood, fasteners
Tools and Equipment: • circular saw
• hand saw
• hammer
• wrecking bar
• folding rule
• try square
• measuring rods
Steps/Procedure:
1. Prepare the work.
2. Enter all sizes required from the working drawing shown below.
3. Cut up the boards.
4. Cut the stiffeners straps to length. Use 2”X 2” lumber for the stiffener. Butt
joint is commonly used in this construction. Adopt the schedule for cutting.
Note: If you use circular saw for cutting plywood ask the permission of
your teacher
5. After cutting, arrange and classify cut members ready for assembling.
Assessment Method:
Portfolio
Demonstration
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 26 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

27. PERFORMANCE CRITERIA CHECKLIST
OPERATION SHEET NO. 2.2-2
Name of Trainee:______________________________ Date: __________________
CRITERIA YES NO
1. Did I measure and mark form sheating/board
according to plan?
2. Did I measure and mark form stiffeners according to
plan?
3. Did I use appropriate personal protective equipment
in cutting formwork materials?
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 27 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

28. LEARNING OUTCOME NO. 3 Assemble form panels
CONTENTS:
• Assembling form panels and stiffeners
ASSESSMENT CRITERIA
1. Form panels and stiffeners are laid-out for pre-assembly
2. Form panels and stiffeners are pre-assembled
3. Form panels and stiffeners are checked for squareness according to job
requirements
4. Form panels and stiffeners are assembled
5. Appropriate PPE is used according to job requirements and safety
regulations
6. Unexpected situations are responded to in line with company rules and
regulations
CONDITIONS:
You must be provided with the following:
1. WORKPLACE LOCATION
2. TOOLS AND EQUIPMENT
• Claw Hammer
• Pencil/Marking pen
• Pull-Push Rule
• Nylon String
• Steel Square
• Try-square
• Hand Saw
• Chalk Line
3. TRAINING MATERIALS
Leaning Packages
Bond paper
Ball pens
• Personal Protective
Equipment
• Portable Circular Saw
• Plan and working drawings
• Lumber
• Nails
• Plywood
Manuals
Related References
ASSESSMENT METHOD
Portfolio
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 28 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

29. Learning Experience
ASSEMBLE FORM PANELS
Learning Activities Special Instructions
Read Information Sheet No. 2.3-1 on
Assembling form panels and
stiffeners
Perform Operation Sheet No. 2.3-1 on
Assembling form panels and
stiffeners
Evaluate your own work using the
Performance Criteria
Present your work to your trainer for
evaluation
Keep a copy of your work for the next
activities
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 29 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

30. INFORMATION SHEET NO. 2.3-1
ASSEMBLING FORM PANELS AND STIFFENERS
LEARNING OBJECTIVE:
Upon completing this section, you should be able to PERFORM the
PROCEDURES in ASSEMBLING FORM PANELS AND STIFFENERS.
A. Procedure in Assembling Form Panels and Stiffener using Plywood and
Lumber
1. Prepare all the materials and tools needed.
2. Position materials such as form sheating and stiffener correctly. The stiffener
should be consistent with standard spacing for studs or nailer with tolerance
of + 10 mm. O.C.
3. Assemble form panels. Check for squareness, levelness and alignment to
specified tolerance. Make sure that the smooth side of the board is placed
outside the frame
4. Nail the form sheating to the stiffener using as many nails as necessary to
make the panel stable in itself. Fasten first the two sides of the form sheating
with the stiffeners making sure it is flushed to its edges. Then fasten the ribs
for strength at 50 cm. apart. Drive 3” CWN to fasten it.
Note: Always check for squareness.
5. Clinch the nail tips. Turn over the panel and clinch the penetrated nail tips.
6. Check form panels in compliance with job requirement.
7. Label the finished form accordingly as specified in the working drawing.
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 30 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

31. B. Procedure in Assembling Form Panels using Forming Boards
1. Prepare the work. Make available the tools and materials. A work table is to
be manufactured
2. Enter all sizes required into the working drawing. Derive the sizes from
the dimensions of the beam for which the formwork is to be made. Prepare
the size distribution of the cover straps in particular.
3. Cut up the boards. The board width should not exceeded 140 mm. Do not
place the rough edge of the board to the inside of the formwork
4. Cut the stiffening cover straps to length. Cover straps to have a width of
approx. 55 mm with 25 mm projection for comer joints!
5. Put the cover straps on the arranged boards according to the size
distribution made. Use measuring rod, if necessary!
6. Nail the cover straps on the board−panel. It is provisional nailing with
short nails (40 mm). Use as many nails as necessary to make the panel
stable in itself.
7. Nail the cover straps on the boards from the opposite side. Turn over
the provisionally nailed board−panel and nail it with 70 mm long nails. Two
nails per board are to be diagonally arranged at the cover strap joint!
8. Clinch the nail tips. Turn over the panel again and clinch the penetrated
nail tips!
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 31 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

32. OPERATION SHEET NO. 2.3-1
Title: Assemble Form Panels and Stiffeners
Performance Objective: Given the necessary materials, you should be
able to assemble form panels and stiffeners
Supplies and Materials: Working Drawing/ Plan
Lumber, plywood, fasteners
Tools and Equipment: • Hammer
• Marking Tools
• Measuring Tools
• Steel Square
• Try-square
• PPE
Steps/Procedure:
1. Prepare all the materials and tools needed.
2. Position materials such as form sheating and stiffener correctly. The
stiffener should be consistent with standard spacing for studs or nailer with
tolerance of + 10 mm. O.C.
3. Assemble form panels. Check for squareness and alignment to specified
tolerance. Make sure that the smooth side of the board is placed outside
the frame.
4. Nail the form sheating to the stiffener using as many nails as necessary to
make the panel stable in itself. Fasten first the two sides of the form
sheating with the stiffeners making sure it is flushed to its edges. Then
fasten the ribs for strength at 50 cm. apart. Drive 3” CWN to fasten it.
Note: Always check for squareness.
5. Clinch the nail tips. Turn over the panel and clinch the penetrated nail tips.
6. Check form panels in compliance with job requirement.
7. Label the finished form accordingly as specified in the working drawing.
Assessment Method:
Portfolio
Demonstration
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 32 of 33Developed by:
Glenn F.
Salandanan
Revision #
____

33. PERFORMANCE CRITERIA CHECKLIST
OPERATION SHEET NO. 2.3-1
Name of Trainee:______________________________ Date: __________________
CRITERIA YES NO
1. Did I lay-out the panels and stiffeners properly before
pre-assembly?
2. Did I check the measurements of the members of the
form panels prior to assembly?
3. Are the form panels and stiffeners assembled
according plans?
• squareness of forms?
• smooth side of the board is placed outside the
frame?
• stiffeners are flushed to the edges of panels?
• ribs are spaced at 50 cm on center?
4. Did I responded to unexpected situations
accordingly?
5. Did I label the form panels according to plans?
JZGMSAT
QA
SYSTEM
Carpentry NC II
Fabricating
Formworks
Date Developed:
Aug. 1, 2011
Document No.
Issued by:
Page 33 of 33Developed by:
Glenn F.
Salandanan
Revision #
____