Bia Erection - PEB Steel · ERECTION PROCEDURE FOR MAIN FRAMES 10-30 4.1. STRUCTURAL FRAMING ERECTION PROCEDURE 4.1.1. DETAIL ERECTION GUIDE FOR STRUCTURAL FRAME 4.1.2. ... If PEB

www.PEBsteel.com

ERECTIO

N M

AN

UA

L

PEB Steel Buildings Co., Ltd

PEB

Steel B

uildings Co., Ltd

HCMC Office:

Unit 701, 7th Floor, C.T Plaza, 60A Truong Son St., Ward 2, Tan Binh Dist.,Ho Chi Minh City, Vietnam.Tel : (84) (28) 3 8 475 475 Fax: (84) (28) 3 8 476 476

Factories:

Dong Xuyen Industrial Park, Ba Ria Vung Tau Province, Vietnam.Thilawa Special Economic Zone - TSEZ, Yangon, Myanmar.Pithampur, Madhya Pradesh State, India.

Year 2017

ERECTION MANUALFor Site Engineers

PRE - ENGINEERED BUILDINGS

CO

NTE

NTS 1. GENERAL INTRODUCTION 3

1.1. INTRODUCTION1.2. IMPORTANT NOTICE

33

2. BASIC PRINCIPLES 4-72.1. JOB SITE PREPARATION2.2. FOUNDATIONS AND ANCHOR BOLTS2.3. MATERIAL LAYOUT2.4. RECEIVING YOUR BUILDING

44-6

77

3. STORAGE & PROTECTION 8-93.1. FOR ROOF & WALL PANELS3.2. FIBERGLASS BLANKET INSULATION3.3. PROPER STORAGE FOR MAIN FRAME & GALVANIZED MEMBERS

889

5. INSTALLATION PROCEDURE FOR ROOFING, CLADDING, FLASHING & TRIMS 31-435.1. GENERAL NOTE5.2. INSTALLATION OF ROOFING FOR LOK-SEAM® & CLADDING5.3. INSTALLATION OF ROOFING FOR PEBSEAM128TM

5.4. INSTALLATION OF TRIM AND ACCESSORIES

3131-3940-43

43

446. FINAL CHECK

457. SAFETY ORDERS

46-528. SAFETY PHOTOS UNDER CONSTRUCTION

53-549. BASIC ERECTION EQUIPMENTS9.1. LIFTING EQUIPMENT, ROPES AND LINES.9.2. ELECTRICAL EQUIPMENT9.3. HAND TOOLS

535354

55-6010. RELATED FORM10.1.10.2.10.3.10.4.10.5.10.6.10.7.10.8.

SITE DAILY REPORTERECTION WEEKLY REPORTA/B SETTING INSPECTIONPLUMBING INSPECTION HIGHT STRENGTH BOLTS INSPECTION RECORDACCEPTANCE MINUTE WORKFINAL INSPECTION REPORTPUNCH LIST FORM

555656575859

60-6162

4. ERECTION PROCEDURE FOR MAIN FRAMES 10-304.1. STRUCTURAL FRAMING ERECTION PROCEDURE 4.1.1. DETAIL ERECTION GUIDE FOR STRUCTURAL FRAME 4.1.2. RIGID FRAME CONNECTION DETAILS4.2. PEBHYBRID ERECTION PROCEDURE 4.2.1 DESCRIPTION 4.2.2 ADVANTAGES 4.2.3 ERECTION PROCEDURE FOR PEBHYBRID4.3. CHOICE OF THE CRANE4.4. LOAD ON FRAMES AND PURLINS4.5. METHODS OF BOLT TIGHTENING4.6. STRUCTURAL FASTENERS

10-1710-16

1718-24

1818

18-2425-28

2929-30

30

GENERAL INTRODUCTION

03

1.1. INTRODUCTION

The policy of PEB STEEL is to create satisfied customers. Buildings are designed using sound principles of Engineering. Fabrication is of the highest quality. However, there remains one final and all important phase that must be accomplished. That is, the assembling of the various component parts those make up the building. This final phase is “ERECTION”.

The term “ERECTION” is generally thought of as applying to the fabricated steel for the building, but it is much more. It actually begins with the foundation, building anchorage and carries through to cleaning up the jobsite on completion of erection. It is our purpose here to help you in obtaining “Quality Erection” there by creating an owner completely satisfied and proud of his PEB STEEL building.

The methods and procedures suggested by this erection guide are fundamental in nature and represent good, safe erection practices. They can, and should be modified when necessary to adapt to special conditions or circumstances. Before you begin, familiarize yourself with the building details and the sequence of erection. This will enable you to plan your work and avoid unnecessary delays during construction.

1.2. IMPORTANT NOTICE

If PEB STEEL erection crews are not being used to erect the building, PEB STEEL accepts no responsibility for erection quality, leakage, defects or collapse due to negligence or improper erection procedures.

1. GENERAL INTRODUCTION

04

BASIC PRINCIPLES

2.2. FOUNDATIONS AND ANCHOR BOLTS

Any building, regardless of size or type, depends on a good foundation for a satisfactory life expectancy and a minimum maintenance cost during that life. Accurate foundation dimensions and proper anchor bolt locations are critical to the overall erection procedure. Therefore it should be accurate and within the tolerance specified in the erection drawing.

Job site is clean and ready to receive your building

2.1. JOB SITE PREPARATION

If you have not already done so, you must now make a detailed inspection of the job site and note all conditions that will affect building erection.

Some important points to check are:

A. Location 1. Job Site – is it clean, level and ready. The ground-soil is hard enough for crane to move 2. Storage locationB. Accessibility for delivery trucks and equipmentsC. Obstructions, below ground, above ground, overhead cablesD. Maneuvering room for equipmentsE. Utilities available.

Existing conditions should be determined before material delivery and should be considered in pre-construction planning. There are many benefits to a clean and orderly job site.

2. BASIC PRINCIPLES

BASIC PRINCIPLES

05

STEP 1 STEP 2

Marking center line and elevationAB Setting

STEP 3

Insert AB, template andtack weld hub and AB

STEP 4

Pouring concrete

STEP 5

Removing template

Center line marking

Elevation marking

Center line marking

Tack weld hub and A/B

Elevation marking

Center line marking

Tack weld hub and A/B

Elevation marking

06

BASIC PRINCIPLES

Following up during casting concrete to make sure that the position of A/B is not move

A/B was assembled and connected to steel rod by welding

07

BASIC PRINCIPLES

Some pictures for Unloading at job site

2.3. MATERIAL LAYOUT

Materials should be laid out to avoid double handling, layout will depend on size of building and site conditions. Use timber blocks between bundles or members for ease of handling.

2.4. RECEIVING YOUR BUILDING

All PEB STEEL buildings are carefully checked and loaded to ensure safe delivery and to avoid shortages. Materials are packaged and can be unloaded by use of heavy duty Fork-lift or by crane. Care should be exercised when handing materials to avoid damages.

At time of unloading, materials should be checked against Bill of Materials or Packing List. Any shortages must be reported to PEB STEEL within a week. After this time PEB STEEL will not accept responsibility for shortages or transit damage.

STORAGE AND PROTECTION

09

Cover with canvas tarpaulin to protect from rain » Tie down cover ends to keep from wind blows » Block above ground to keep water out » Wood slabs to serve as platform for laying down the insulations.

3.3. PROPER STORAGE FOR MAIN FRAME & GALVANIZED MEMBERS

08

43 WOOD BOARD

When galvanized or zincalume panels becomes wet from rain, natural condensation or other causes, white rust may result. This may occur either during transit or due to improper storage at the job site.

If sheetings are to be stored temporarily in open area and this is absolutely necessary, then they should be covered with tarpaulin or any water proof materials. (Never use plastic since it promotes moisture). If no covering is available, the procedure shown below must be followed to prevent the entry of moisture into the panels and consequent storage stain.

Panels are to be stacked on top each other and wooden supports need to be placed under the bottom panels to provide air space. The top panels “3” is extended outward at least 900 mm plus or minus and the second panels “2” to be extended down yard to almost near the ground to protect the zincalume panels “1” below. Also wrap the upper portion of the panels “1” below about 300 mm of polythene sheets.

Note: Zincalume sheets should be keep away from whitewash, cement, lime, mud etc.

WATER ROOFCOVERING

300

900

SLOPE 15 o - 20 o

Z/A PANEL

AIR SPACEDRY GROUND

PAINTED PANEL

2

1

3

STORAGE OF FIBERGLASS INSULATION

DRY GROUND

1

4

TARPAULIN

TIE

WOOD BLOCKABOVE GROUND

ABOVE ALL, TIDINESS IS IMPORTANT FOR SAFETY,AND WILL AVOID LOSS OR DAMAGE OF PARTS

3.2. FIBERGLASS BLANKET INSULATION

3.1. FOR ROOF & WALL PANELS

3. STORAGE AND PROTECTION

STORAGE AND PROTECTION

ERECTION PROCEDURE FOR MAIN FRAMES

10

4. ERECTION PROCEDURE FOR MAIN FRAMES

4.1. STRUCTURAL FRAMING ERECTION PROCEDURE

4.1.1. DETAIL ERECTION GUIDE FOR STRUCTURAL FRAME

STEP 1

- Installing columns, girts, flange brace and wall bracing, tube struts (if have) - Checking alignment of columns before proceeding step 2.

STEP 2.

- Using 2 cranes to lift first rafter (Crane capacity should be considered actual weight and height of rafter). - We must start installation with bracing bay


11

STEP 3.

- Fixing temporary guide wire as sketch (consider degree max 500). - Quantity of guide wire should be 6 meter/pcs in plane.

Note: Temporary bracing should keep until completed all items of Main frame.

200130

Pipe Ø21x15x2

Pipe Ø21x15x2

10

Pipe Ø42x220x2

Pipe Ø21x185x2

Pipe Ø42x700x2

Sti�ener W3: 60x50x5

Plate W1: 120x120x5

Bolt M12x50 (Q’ty 4pcs)

Plate W2: 300x120x5

700

RAFTER

Detail B

Ground

Angle 75x75

Detail A

1500

100

600

Temporary cablebracing

STEP 4.

- Lifting second rafter as sketch. - Installing full purlins.

Purlin block


13

STEP 6.

- Continute to lift third rafter as step 2.

STEP 7.

When we completed 2 bays. We must start to fix: - Purlin blocks - Sag Arrestor

Note: (We must install the Purlin Block first and after that Sag Arrestor)


12

STEP 5.

- Installing full roof bracing, tube struts and flange brace. - Checking and aligning first bay before next rafter

WRONG CORRECT

WRONG WRONG CORRECT

SMALL FLANGE

SMALL FLANGEBIG FLANGE

SMALL FLANGE

SMALL FLANGE BIG FLANGE

BIG FLANGE SMALL FLANGE

BIG FLANGE

SMALL FLANGE

BIG FLANGE BIG FLANGE

* Correct purlin lapping

* Correct stitch bolt


15

STEP 9.

- Lifting next rafter as sketch. - Installing full purlins.

STEP 10.

- Continute to install mainframe till finishing as step 2 to step 9. - Doing alignment all erected frame. - Doing HSB tightening. - Pouring grouting before installation of roof and wall sheeting


14

STEP 8.

- Installing roof bracing and flange brace. - In case permanent bracing bays, 100% menbers must be installed. - In case none bracing bay: 50% purlins and 100% flange brace must be installed. 100% girts and flange brace must be installed.

Sag arrestor

Tem

pora

ry b

racin

g 12

mm

dia

<=450

Tem

pora

ry b

racin

g 12

mm

dia

<=450


16

Photos reference for structural framing erection


17

4.1.2. RIGID FRAME CONNECTION DETAILS

» Refer to Erection Drawings for quantity and size of bolts at every connections » All connections bolts in rigid frames are high strength bolts » All bolts are to be installed using the snug tight method unless noted otherwise. » Install and tighten all bolts at all frame connections as each rigid frame is assembled.


STEP 2

- Inserting square tube as sketch. - Fixing bolt and tightening

19


18

4.2.2. ADVANTAGES:

1. Save weight about 15-20% of rafters. 2. Save time fabrication by roll cold formed machines form Galvanized coils no need welding &

painting. 3. Columns are built-up sections, can design for factories with overhead cranes. 4. Truss structure rafters (open web) better for useful space as fire, air, water…. piping systems. 5. Truss structure rafters also good for roof systems. 6. Galvanized rafters make long life for buildings, reduce maintenance cost. 7. Easier in transportation to jobsites. 8. Friendly for environment

4.2.3. ERECTION PROCEDURE FOR PEBHYBRID:

STEP 1

- Segregating materials and put them on timber support.

4.2. PEBHYBRID ERECTION PROCEDURE

4.2.1 DESCRIPTIONS:

PebHybrid a form of Pre-Engineered Buildings, it was developed by PEB Steel Buildings Company with: - Columns are built-up sections; - Rafters are truss structure from 2 Omegas cold formed section (upper and lower) connected with square tubes hollow sections by bolts. - All purlins, girts, flange bracings, X-bracings… are same PEB structures before.


21

STEP 6

- Fixing temporary guide wire as sketch.

STEP 7

- Installing second rafters and completed all of Purlins, Bracing, Flange brace, etc. After that, we must check and align this bay. - Continue to third trusses as sketch. - Installing flange brace for columns and trusses.


20

STEP 4

- Installing columns, girts, wall bracing, strut tube and flange brace - Align columns before lifting PebHybrid.

STEP 3

- Joining 2 trusses together.

STEP 5

- Lifting first PebHybrid truss as sketch.


22

STEP 8

- Continute to lift next truss as sketch. - Keep fixing sag arrestors and purlin blocks as sketch.

STEP 9

- Continute to install mainframe till finishing as step 2 to step 8. - Doing alignment all erected frame. - Doing HSB tightening. - Pouring grouting before installation of roof and wall sheeting.

- Continute to the end

Purlin block


23

Photos Referrence for PebHybrid Erection

1. Fitting up rafters on the ground:

2. Installation mainframe:


24

3. Main frame:

4. Sheeting:

5. Testing:

» The erection of first bay always requires more power. You should prepare all steel member and bring all necessary girts, purlins, bracing cables, flange braces of first bay near to their permanent position and build up the hoisting frame part one day before the erection.

In other case, use the spreader – bar to support the erection, so you can save the crane-height.

MIN 45o

h

H

L

≥ 45o

4.3. CHOICE OF THE CRANE

The necessary height of crane beam depends on the height of permanent position of the highest rafter in the building and on the length of above rafter.

Say: + Height of highest rafter is “h” + Length of rafter part is “L”

The crane - height (H) should be more than H = [h + ( L/4 )] The degree between hoisting cable and rafter should be more than 450.


25


26

Setting steel column

Connection between Rafter and column

Connection between Rafter and Rafter

ERECTION PHOTOS REFERENCE


27

The first frame with temporary bracing

The first bay with full purlins and X-bracing

Continue to next bay



29

4.4. LOAD ON FRAMES AND PURLINS

No loads should be supported from the purlins unless the building has been designed for additional loads. In such cases the loads should not be supported from the purlins until the roof sheets have been installed and fully screwed.

The following sketches show correct and incorrect methods of support from rafters and purlins.

4.5. METHODS OF BOLT TIGHTENING

METRIC BOLT AND CAP SCREW TORQUE VALUES

M36 1150 850 1450 1075 2250 1650 2850 2100 3200 2350 4050 3000 3750 2750 4750 3500M33 900 675 1150 850 1750 1300 220 1650 2500 1850 3150 2350 2900 2150 3700 2750M30 675 490 850 625 1300 950 1650 1200 1850 1350 2300 1700 2150 1600 2700 2000M27 490 360 625 450 950 700 1200 875 1350 1000 1700 1250 1600 1150 2000 1500M24 330 250 425 310 650 475 825 600 925 675 1150 850 1075 800 1350 1000M22 260 190 330 250 510 375 650 475 725 540 925 675 850 625 1075 800M20 190 140 240 180 375 275 475 350 530 400 675 500 625 460 800 580M18 135 100 175 125 260 195 330 250 375 275 475 350 440 325 560 410M16 100 73 125 92 190 140 240 175 275 200 350 225 320 240 400 300M14 63 47 80 60 120 88 150 110 175 130 225 165 205 150 260 190M12 40 29 50 37 75 55 95 70 110 80 140 105 130 95 165 120M10 23 17 29 21 43 32 55 40 63 47 80 60 75 55 95 70M8 12 8.5 15 11 22 16 28 20 32 24 40 30 37 28 47 35M6 4.8 3.5 6 4.5 9 6.5 11 8.5 13 9.5 17 12 15 11.5 19 14.5

N-m Lb-ft N-m Lb-ft N-m Lb-ft N-m Lb-ft N-m Lb-ft N-m Lb-ft N-m Lb-ft N-m Lb-ft

DrysLubricated

Class 4.8

Size

Class 10.9Class 8.8 or 9.8 Class 12.9

Lubricated Lubricated LubricatedDrys Drys Drys

8.8 9.8

8.8 9.8

8.8 9.8

10.9

10.9

10.9

12.9 12.9

12.9 12.9

12.9

5

5

5

10

10

10

10

10

10

12

12

12

4.8

4.8

4.8

PropertyClass andHeadMarkings

PropertyClass andNut Markings


28

…Continue…

…Continue…

Completed main frame installing


wrong correct

- For structural frames - For PebHybrid frames

- For purlins

CORRECT


30

Do not use these values if a di�erence torque value or tightening procedure is give for specific application. Torque values listed are for general use only. Check tightness of fasteners periodically.

Shear bolts are designed to fail under predetermined loads. Always replace shear bolts with identical property class.

Fasteners should be replace with the same or higher property class. If higher property class fasteners are used, these should only be tightened to the strength of the original.

a " Lubricated means coated with a lubricant such as engine oil, or fasteners with phosphate and oil coatings. "Dry" means plain or zinc plated without any lubrication."

Make sure fasteners threads are clean and that you properly start thread engagement. This will prevent them from failing when tightening.

Tighten plastic insert or crimped steel-stype lock nuts to the full torque value.

4.6. STRUCTURAL FASTENERS

The chart below identifies the most commonly used bolts in PEB Steel Building and indicates where they are used in connecting the various components.

(ASTM A – 307)Machine Bolt & Nut

or (DIN 4.6)

M12

M12

30mm, 50mm

Attachment of secondary& Primary structurals

bolting forces areminimal.

(ASTM A – 307)Fin Neck Bolt & Nut

Or (DIN 4.6)

30mm

Used where bolt head willbe exposed in openingwhere flush heads arerequired for clearance

or appearance.

STANDARD BOLT METRIC STANDARD SIZE TYPICAL USE

M 16 45mm, 60mm

M 20 60mm, 80mm

M 24 80mm, 100mm

M 30 120mm

Attachment of primarystructurals where

bolting forces are high(moment type connection)

(ASTM A – 325)High – Strength Bolt,

Nut & Washeror (DIN 8.8)

INSTALLATION PROCEDUREFOR ROOFING, CLADDING, FLASHING & TRIMS

31

5.1. GENERAL NOTES

1. Always use a chalk line for accurate drilling and screwing. This gives better appearance and less risk of leakage due to misdrilling 2. At the end of each working day clean the roof with asoft brush. Sweep off old drill bits, pop rivets, swarf from drilling or cutting. These items can cause rusting if they are not removed 3. When walking on the roof, do not stand on high ribs, stand only on the low ribs, preferably over the purlin line. Standing on high ribs can cause severe damage which could lead to possible leakage 4. Do not walk on skylights 5. Mark out the sheeting along the length of the building, this will give correct overlaps and avoid creep.

5.2. INSTALLATION OF ROOFING FOR LOK-SEAM & CLADDING

Sheeting installation procedure

TOO LOOSE TOO TIGHT CORRECT

1 mm

5. INSTALLATION PROCEDURE FOR ROOFING, CLADDING, FLASHING & TRIMS

®


33

STEP 3

- Installing first Lokseam panel.- Fixing screw at eave at sketch.

STEP 4

- Continute to install Lokseam as step 2 to step 3.

Clip

STEP 1.

- Fixing rack support, rack angle as sketch.

STEP 2.

- Laying insulation, fixing inside metal closure with bead mastic.- Spacing among inside metal closures are 470mm.- NFR-1 is always bottom layer as sketch.

Fiber Glass

Aluminium Facing (Middle Layer)

NFR1 Facing (Bottom Layer)

Rack support

Expansion clip

Rack angle

Bead mastic

Inside metan closure


32


35

STEP 7

- Installing endwall panel as sketch.

STEP 8

- Fixing outside foam clousure.

Fixing outside foam closure


34

STEP 5

- Fixing drip trim, adjustable conner trim as sketch.

- Fixing inside foam clousure.

STEP 6

Installing wall panel as sketch.

Wall insulation should be clamped at the eave-strut or secured with double-faced tape, and pulled tight before screwing the panel.

Successive “drops” of insulation should be stapled to the previous by the side tabs. This is important to complete the vapour barrier seal.

Roof insulation should be fixed or clamped at one eave strut and stretched as tight as possible before fixing at the other eave strut. On average sized buildings one roll of insulation will span the full width, but on wider buildings it may be necessary to splice, this should be done on a purlin. After the roof sheets have been placed, the next run of insulation can be stapled at the side tabs and work continue.

Process lock with special machine

Connection between clip and LOK-SEAM® panel

Adjustable conner trim


37

STEP 11

- Installing endwall panel as sketch.

STEP 12

- Bending top end panel.

Bending top end panel


36

STEP 9

- Fixing conner trim and eave trim.

STEP 10

- Fixing gutter strap as sketch.

Fixing gutter strap

Fixing eave trim


38

STEP 13

- Fixing outside metal closure with bead mastic.

STEP 14

- Fixing ridge cap.

Fixing outside metal closure

Fixing ridge cap

39


STEP 15

- Fixing PEB peak sign as sketch.

STEP 17

- Seaming Lokseam panel and cleaning roof.

STEP 16

- Installing downspout as sketch.

Fixing downspout

Completed Roof sheeting installing


40


41

STEP 2

Installing the support Z clip from the endof purlin 70mm.

STEP 3

Installing the TR-0012A on support Z clips.

STEP 5

STEP 4

Installing TR-0003

5.3. INSTALLATION OF ROOFING FOR PEBSEAM128TM

Double SC-1002 screw

TR-0007

Z clip

70mm

STEP 1

Installing the TR-0007 with double SC-1002 screw at one location. Because length of TR-0007 is 3100mm, each TR-0007 should be had 12 screws at six locations as below figure.

TR-0012ATR-0012A

TR-0003

PEBSEAM inside metal closure

STEP 6

Putting the PEBSEAM panel on right location and control straightness of end point of panel. We must fix the first PEBSEAM panel and TR-0003A by SC-1001 screw at 500mm.

STEP 7

Assembling PEBSEAM clip and support Z clip with two SC-1002 screws.

Installing component PEBSEAM clip and support Z clip to purlin with two SC-1002 screws.

PEBSEAM Clip Z Clip

SC-1002

Hook of PEBSEAM Clip

440mm

STEP 9

Putting second PEBSEAM panel on right location and controlling straightness of end point of panel.

Second panelFirst panel

STEP 8

Setting new inside metal closure of PEBSEAM from last inside metal closure 400mm.

STEP 10

Installing component PEBSEAM clip and support Z clip to purlin with two SC-1002 screws.

400mm

PEBSEAM panel

500mm

Covering inside metal closure of PEBSEAM panel by bead mastic and then fix it to TR-0007.

42



43

GENERAL NOTES

» Use the proper tools for cutting: aviation snips for cutting trims, nibbler and shear for cutting sheets

» Use a chalk line to keep things straight » Use a spirit level to keep things plumb » Always clean-o� your work » Study the standard drawing supplied, these indicate correct trims, and fixing details for each

application. Take note of spacing of screws and rivets or the number of fasteners per item » Observe where foam closures have to be installed » Be sure that sealant or mastic is applied where required » Read all the notes on the drawing, they are important » Follow manufactures instructions for installation of Roll-up-door, Personnel doors or Special

Accessories » Use the correct tools » Turn up of panel valley end to form a dam » This should be applied for every roof opening and transition connections.

5.4. INSTALLATION OF TRIMS AND ACCESSORIES

Keep it neat - keep it straight, the neatness of trimming and installation of accessories is of paramount importance to give the finished building the quality look.

Conner Trim, Gable Trim, Louvers and Downspout

STEP 11

Fixing SC-1003 and SC-0001 screws at the end of PEBSEAM panel.

SC-1001 SC-1003

STEP 14

Installing TR-0012A on support Z clips.

TR-0012A

STEP 12

Continue from step 8 to step 11.

STEP 13

Installing final support Z clip line with 440mm length from last support Z clip line.

Z clip

440mm

STEP 15

Installing TR-0003

TR-0012A

STEP 16

Putting final PEBSEAM panel on right location, then fixing all screws at the end and side of PEBSEAM panel.

OVERVIEW

44

FINAL CHECK

6. FINAL CHECK

CLEANING OF 1st LAYER PANEL BEFORE INSULATION & LOK-SEAM® INSTALLATION

After completing all trims and accessories a final inspection of the building should be made.

1. All bracing in position and tightened

2. All bolts in place and high strength bolts tightened to correct tension

3. Check that roof an gutters are clear of debris and ferrous metals

4. Check for misdrilled screws

5. Check all roof penetrations for weather tightness

6. Check operation of all doors

7. Touch-up any damaged paint

8. Clean-up the site

9. Handover keys and the building.

SAFETY ORDERS

45

7 SAFETY ORDERS

» Safety is top most priority before and during execution of erection works

» All workers must be, at all times, in presence of mind what ever their work to be

» It is the responsibility of contractor/ Erector to furnish safety gadgets such as: safety helmet, safety belt, hand gloves, safety shoes and bolt bag

» Use safety gadgets at all times while on the jobsite

» What has not happened to you in twenty years may happen it two seconds. Always think safety.

Toolbox Meeting - 15’ every morning at Site on check list before working

46

SAFETY PHOTOS UNDER CONSTRUCTION SAFETY PHOTOS UNDER CONSTRUCTION

47

8. SAFETY PHOTOS UNDER CONSTRUCTION

48

SAFETY PHOTOS UNDER CONSTRUCTION SAFETY PHOTOS UNDER CONSTRUCTION

49

SAFETY PHOTOS UNDER CONSTRUCTION

51

MAN LIFTMAN LIFT

50


BASIC ERECTION EQUIPMENTS

53

The following items are basic requirements of a six man erection crew.

9.1. LIFTING EQUIPMENT, ROPES AND LINES. Telescopic crane. 03 Ton Forklift with 10 m Mast (for Smaller Size) buildings. Spreader Bars – 6 m and 12 m. Assorted Slings, in various sizes and lengths. Steel guy lines of temporary bracing. (minimum 08 no.) Manila ropes for hand lines (minimum 02 no.) “Come-alongs”, “Tirfors”, or Turnbuckles (08 no.)

9.2. ELECTRICAL EQUIPMENT

Generator/Welder. Extension Leads and Pigtails. Heavy Duty Drill 1 / 2’’ (01 No.) Heavy Duty Drill 1 / 4’’ (02 No.) Electric Nibbler (01 No.) Electric Shear (01 No.) Angle Grinder (1 No.) Concrete Drill (01 No.)

Welding MachineElectric Shear Grinder

Heavy Duty Drill with Reamer Generator

9. BASIC ERECTION EQUIPMENTS

52


10. RELATED FORM

54

BASIC ERECTION EQUIPMENTS

9.3. HAND TOOLS

Socket Wrench 3 / 4’’ or 1’’ drive with asst. sockets. Open ended wrenches assorted imperial sizes Spud wrenches, 15/16’’ opening up to 1-1/8’’ Pipe wrench - 12’’ Screw drivers – Standard and Philips. Aviation snip – Left and Right. Pop rivet puller. (02 No.) Vice grips (08 No.) 4lb. Sledge hammer. Hacksaw frame an blades. Wood saw Spirit level and plumb-bob. Chalk line Steel measuring tapes 30 m and 6 m Utility knife. Staple applicators. Cold Chisel. Oxy-Acetylence cutting outfit. Welding hood. Hard hats. Safety belts – Bolt bags. Broom Masonry drill bits 12mm Extension ladders 02 no. Step ladder. Hilti gun, cartriges and nails.

Pop Rivet Puller

Screw Gun

Powder Actuated Tool

Aviation Snip

Ratchet SpannerVice Grips

Nibbler

Torque Wrench Impact Wrench

Drill 10mm

Hard Hat Safety Boots Welding Hood

Gloves

Goggles Oxy-AcetyleneCutting Out�e

Ladders

RELATED FORM

55

SITE DAILY REPORT

Date / /

I. Manpover & equipment

1. Supervisor 4. Worker

2. Safety O�cer 5. Crane

3. Warehouse keeper 6. Trailer

II. Safety

1. Safety checking: AM PM

2. Note

III. Material status

IV. Erection progress

V. Weather

VI. Generat Comments

Erection Representative PEB Steel Representative

Item:

10.1. SITE DAILY REPORT

RELATED FORM

57

RELATED FORM

56

- Main frame col. alignment - Crane beam straightness

- Crane beam elevation

10mm+-

10mm+-

1:300; 1:500

PLUMBING RECORD

Name

Signature

Date

Name

Signature

Date

Name

Signature

Date

Job No.

1. GENERAL TOLERANCES

2. RECORD

3 . NOTE

Surveyor Contractor PEB-Erection Coordinator

3 . COMMENTS

Building No. Ref. Drawing Page

ACTUAL RESULT

Grid Line

- Method

- Equipment original:

- Equipment calibrication Yes

Hand tool Theodolite

No

Tolerance DeviationTop Accept Reject

RemarkBottom

10.4. PLUMBING INSPECTION

ANCHOR BOLT INSPECTION REPORT

Job No.


Grid Line Critical Distance

a . Temporary plate

b. Size of Anchor Bolf's Correctness

c. Projection Correctness

Name

Signature

Date

Name

Signature

Date

Name

Signature

Date

Yes

Yes

Yes

No

No

No

Bay Spacing Elevation Remark

1. RECORD DIMENSIONS

2. ANCHOR BOLT GROUPS

3. GENERAL COMMENTS

Building No. Ref. Drawing

Cladding

Prepared by Checked by

ERECTION WEEKLY REPORT

Job No.

No. Items

A/B setting

Main frame

Roofing,Ridge vent

M2

M2

M2

Group

UnitBOMQty

Week 1Date

Week 2Date

Week 3Date

Week 4Date

Week 5Date

Week 6Date

Week 7Date

Week 7Date

Bldg No. Project Name: Location:

10.2. ERECTION WEEKLY REPORT

10.3. A/B SETTING INSPECTION

RELATED FORM

59

RELATED FORM

58

HIGH STRENGTH BOLTS INSPECTION RECORD

Name

Signature

Date

Name

Signature

Date

Name

Signature

Date

Job No.

1. RECORD

2. NOTE

3. COMMENTS


- Method

- Check

Snug-tight

Random 10%

Torque wrench

100% check

Line Grid Line Connection Qty x Bolt SizeConnection

Part No. Part No.Remarks

Building No. Ref. Drawing Page

10.5. HIGHT STRENGTH BOLTS INSPECTION RECORD 10.6. ACCEPTANCE MINUTE WORK

ACCEPTANCE MINUTE OF WORK ITEM

Project No. :

Project Name:

Work Item:

Location:

Today,

Mr. : Position:

Mr. : Position:

Mr. : Position:

A. Representative of Owner

Mr. : Position:

Mr. : Position:

Mr. : Position:

B. Representative of Erector:

After checking the job site, the parties agreed to sign the minute of acceptance with the followingitems:

Item I: TECHNICAL & QUANTITY WORK

Item II: QUANTITY OF WORK

Item III: CONCLUSION

OwnerName Signature Name Signature

Erector

, at the job site of We are:

RELATED FORM

60

10.7. FINAL INSPECTION REPORT

base

or lean-to

installed

corner trims correctly fitted & fastened

correctly

FINAL INSPECTION REPORT

fastened

fastened

correctly

closures

mastic

folded

RELATED FORM

61

RELATED FORM

62

10.8. PUNCH LIST FORM

Revision 2, September 2017, Document for Private Internal Circulation Only.

“Copyright© 2017 by PEB Steel Buildings Co.,Ltd. All rights reserved. No part of this brochure may be reproduced without the prior written consent of PEB Steel Buildings Co., Ltd.”

Documents

Bia Erection - PEB Steel · ERECTION PROCEDURE FOR MAIN FRAMES 10-30 4.1. STRUCTURAL FRAMING ERECTION PROCEDURE 4.1.1. DETAIL ERECTION GUIDE FOR STRUCTURAL FRAME 4.1.2. ... If PEB