General Data Sheet (GDS) 1 PROJECT INFORMATION FORM GDS Page 1 of 1 R

E
Quote No : PH-Q332-22 Rev No: 02 Date: 26-Nov-22 For order entry ✘ For Quotation V

This sheet is applicable N

Job No: CO No: Date: o
to entire project
Project Name: Wilcon Naic Warehouse No of all Bldgs. in this Project: 1 ###
GENERAL
1
INFORMATION
Location: Naic, Cavite, Philippines No. of Non Identical Bldgs. in this Project: 1
Building Use: Warehouse & Office Total Weight of All Bldgs. in this Project: TBE
Letter of intent issued by customer on (Date) : ###
VIS Standard Quotation Offer signed by customer on (Date):
CURRENT CONTRACT
2
STATUS VIS Standard Contract signed by customer on (Date):
Others (Explain):

Terms of penalty: ###

3 PENALTY
Max. Penalty as % of Contract Price: 5% Others (Specify):
Delivery Commitment (weeks): ###
Delivery by: ✘ by VIS Steel Customer pickup ✘ Partial shipment allowed
4 SHIPMENT Overland to: ✘ Sea freight to: CIF Manila Port
✘ Sea freight ✘ Container ✘ Export document by: ✘ VIS Steel by others

Design Calculation Preliminary Design Sheet ✘ Preliminary Column Reactions ###

REQUIRED INITIAL
5 ENGINEERING Approval Drawings Anchor Bolts Plan Record Drawings
SUBMITTALS
Erection Drawings ✘ Proposal Drawings
Anchor Bolts by : ✘ VIS Steel by others
ANCHOR
6
BOLTS Ship Anchor Bolts : With Job ✘ Prior to Job Ship by: Overland ✘ Sea freight (Less Container Load)Air Freight

Name : Email:

BUYER Phone: Fax:

7
(Invoice To)

CONSIGNEE
Name : Mobile:
8 Phone: Fax:
SHIPMENT
Address: Email:
(Ship To) Name: Mobile:
9
Fax: Email:
10 CONTRACTOR
ADVICE TO
11 CONSULTANT
12 ENDUSER
Erection by: VIS Steel ✘ By Others Erector Name:
13 ERECTION Erection Supervisor by VIS Explain details:
✘ VIS Checking of Materials Once Arrived on Site

14 PRIMARY MEMBERS
Surface Preparation : Power clean ST3 ✘ Shot-Blasting SA 2.0 Shot-Blasting SA 2.5 Hot-Dipped Galvanized
Purlin Clip to Column / Rafter: Yes ✘ No

Alkyd Paint (see below) ✘ Special Paint (see below)

Coat No. DFT (microns) Paint Type Manufacturer Color
1 80 Epoxy Primer Hempel TBE

PRIMARY MEMBERS
15
PAINT SYSTEM

Purlin Z275, G450, Please design the most economical purlin, girt spacing:
type Lapping VIS Standard Note:
45.0kN/cm2 Z- Purlin Depth can be: Z150, Z200, Z250, Z300
Surface Preparation: Wash Primer Treatment over Galvanized
✘ Pre-Galvanized Special Paint Over Galvanized Paint System:
Special Paint (see below)
Coat No. DFT (microns) Paint Type Manufacturer Color
SECONDARY
MEMBERS (Purlins,
girts, eave strut, flange
16
brace, sag arrestor)
Standard is Pre-
Galvanized

17 ATTACHED ✘ GDS ✘ BDS1 ✘ BDS2 BDS3 ✘ Rev./C.O ✘ Customer Drawings Sketch Drawing
18 CHECKING Filled by: Mr. John Checked by: Date: 26-Nov-22

Double Side Welding

SPECIAL PROJECT
19 QUALITY UT Test (if more than VIS ITP Standard of 10%)
REQUIREMENTS
Third Party Inspection
✘ Design Dept. ✘ Detail Dept. ✘ BCD Dept. ✘ Sales Dept. Marketing Dept. Project Management Dept. Production Finance

QF-SLS-01 R02 14/05/21

Building Data Sheet 1 PROJECT INFORMATION FORM This building only: Page 1 of 2
Quote No : PH-Q332-22 Rev No: 02 Date: 26-Nov-22 For order entry
✘ For Quotation

Bldg. No: 1 Area No: 1

Job No : 0 CO No: 0 Date: 30-Dec-99
This area only: Page 1 of 2
Customer name : 0 Location : Naic, Cavite, Philippines
GENERAL
1
INFORMATION Project name : Wilcon Naic Warehouse Qty of Identical Bldgs. : 1 Total No. of Areas: 1
Building usage: Warehouse & Office Estimated No. of trucks / containers for all identical bldgs. : TBE
Live Load (On Collateral Load (On Frames Yes (see
Live Load (On Purlins): 0.60 Frames): 0.30 KN/m2
& Purlins): 0.430 KN/m2 Seismic Load:
below)
Wind Speed (KMH): 260 Recurrence time Exposure : B Rainfall : 250 mm/hr.

DESIGN LOADS
Description of Collateral Load: Occupancy Category: II
2
(kN/m2) Building Code: ✘ MBMA2012 ✘ IBC2012 Design Standard: ✘ ANSI/AISC-360-16
✘ AISI 2012 ✘ ASCE-7-05/10
Deflection Criteria: ✘ Follow VIS Standard (MBMA 2012) Follow Requested of Client (see attached)
Seismic load : Zone 4 ( Na=1, Nv=1)

Primary member : ASTM A572 Gr.50 or equivalent having Min. yield stress 345N/mm2
3 STEEL GRADE Secondary member : ASTM A653 SS Gr.65 or equivalent having Min. yield stress 450N/mm2

Frame Type : Multi-Span (MS1) Slope : 10% Height (m) : 7.0 Clear H
Bldg. Width (m): 61.40 O/O of blockwall at GL. 1/A-K (see dwg. & note 5) Width modules: 1@29.999+1@31.40
Length (m): 149.0 O/O of blockwall at GL.K/1-26 (see dwg.) Ridge Condition: Unsymmetrical
Bay Spacing (m): 24@6.0+1@5.0 Columns support: Designed by Engg.

1. Ground Floor Line is at Elev.+0.0m from Parking Level

2. Parking Level is at Elev.-0.30m
3. Clear Height is at Elev.+7.0m from Ground Floor Line
4
BUILDING 4. Peak height is at Elev.+ 10.60m from Ground Floor Line (Elev.+0.0m)
PARAMETERS
5. At REW there is skewed endwall (see drawing) .
6. Signage is suspended on the concrete wall.
7. At GL.F/3,5,7,9,11,13,15,17,19 &21 interior column provide jackbeam to support intermediate rafter.
8. Please include to our supply the optimized 4 sets tarp ad frame. See drawing CAD file for more details.
9. Please provide shear studs for steel columns spaced at 300mm at main frame both ends.
10. Purlin: Kindly use the sizes (200 x 62 x 68 x 1.80 thk.) for roof purlin
11. For drywall partition Horizontal and Vertical framing at 1.20x1.20m spacing: Kindly use the sizes (C 150 x 65 x 1.50 thk.)
12. For the NSW and FSW please provide gutter support (inside/outside) see dwg. of roof plan for the location. Angle bar will do, please proposed.

Left End Wall Frame: P&B Wind Col. Spacing (m): see drawing
Right End Wall Frame: P&B Wind Col. Spacing (m): At REW (see drawing)
Left End Girt type: By-Pass Right End Girt type: By-Pass
ENDWALL
5
CONDITION
Near Side Girt type By-Pass Far Side Girt type By-Pass

Length Grid Line Height

Location Open for Bracing Type
(M) From To (M)
NSW FULL K 1-26 FULL 150mm thick by-pass Fully Block Wall X-Bracing
FSW FULL A 17-1 FULL 150mm thick by-pass Fully Block Wall X-Bracing
LEW FULL 1 C-K FULL 150mm thick by-pass Fully Block Wall X-Bracing
LEW FULL 2 A-C FULL 150mm thick by-pass Fully Block Wall X-Bracing
REW FULL (skewed)see dwg (skewed)see dwg FULL 150mm thick by-pass Fully Block Wall X-Bracing
OPEN WALLS
Lengths are
6 measured from
corner of NSW & Interior Column Bracing Allowed: Yes Type of Interior Column Bracing: Portal
LEW
1. 150mm thick by-pass Block Wall by others
2. For the bracing please optimized the design
3. Kindly see attached CAD file drawing for the location of the no cross bracing.
4. Minimum portal frame clearance is 5.20m from Ground Floor Line.
5. For the interior wall partition frame opening at (GL.C/19'-4') Full height Dry Walls by others, provide girts for the support of dry wall. Use C-
channel C 150 x 65 x 1.50 thk. Spacing vertical (1.20m) and horizontal (1.20m) respectively. (See drawing)

By VIS SteelPanel is : GA 24 or 0.6mm thick pre-painted Profile: 5 ribs

✘ By OthersColor:
7 ROOF Insulation by By VIS Steel By Others
Thickness: WMSK Density: Metal PVC

By VIS SteelPanel is : Block wall Profile:

✘ By OthersColor:
8 WALL Insulation by By VIS Steel By Others
Thickness WMSK Density Metal PVC
1. 150mm thick Fully Block By-pass wall by others

✘ Gutters & Downspouts, Eave Trim,

9
EAVE
Curved Eave with projection, w/o Gutters & Downspouts,
w/Valley Gutters & Downspouts,
Downspouts:
Metal PVC
CONDITION Curved Eave w/o projection, ✘ w/o Gutters & Downspouts,
w/Valley Gutters & Downspouts,
Downspouts:
Metal PVC
Gutters & Downspouts by others. For the NSW and FSW please provide gutter support (inside/outside) see dwg. of roof plan for the location. Angle
bar will do, please proposed.
Color of gutters , down spouts , Eave trim :

WALL TRIM
10
COLORS Color of other flashing, trim :
1. All trims by others

QF-SLS-01 R02 14/05/21

 ###
Building Data Sheet 2 PROJECT INFORMATION FORM This building only: Page 2 of 2 R
E
Quote No : PH-Q332-22 Rev No: 02 Date: 26-Nov-22 ✘ For order entry ✘ For Quotation V

N
Bldg No: 1 Area No: 1 o
Job No : 0 CO No: 0 Date: 30-Dec-99
This area only: Page 2 of 2
Location Soffit Panel Insulation ###
Wall Location Quantity Width (M) Length (M)
ROOF Grid Lines By Description Yes/No By Description
EXTENSION
(Roof Panel is
same as main
roof panel)

11

Location Roof Panel Soffit Panel

Wall Location Qty Width (M) Length (M) Clear height (M) Eave condition Slope
✘ Grid Lines By Description By Description
LEW 1 see dwg see dwg see note 1 Eave Trim 10% A-C/2'-1'' Others Others

12 CANOPY

1. Receiving canopy is located along GL.A-C/2'-1'' and the low side is measured 6.70m from Ground floor line. See drawing
2. Please include the entrance canopy frame details along GL.1/E-I (see drawing). The sidings (Aluminum Composite Panels by
others: thickness 6mm). The ceiling below is cement board by others. Our scope is the structural frame only that will be fixed on our column.
steel column.
Location Fascia panel Soffit panel Backup panel
Wall Location Qty Type Height (M) Length (M) Proj. (M)
Grid Lines By Description By Description By Description

13 FASCIA

PD,Window,RUD, Louver: Sill Level from FFL Location Grid

Wall Location Quantity Width (mm) Height (mm) Purpose of Framed Opening Remarks
Supply BY (mm) Lines

FRAMED
14
OPENING

VIS to Supply : ✘ Cols ✘ Beams ✘ Joists ✘ Deck ✘ Handrails ✘ Apply loads only
Mz DL LL Coll Area Top of Mezzanine Slab Floor Stair Width Landing Tread Hand
Qty
✘ No (kN/m2) (kN/m2) (kN/m2) (m22) (M) Type T (mm) Type (mm) Mid Top Type Rail

1 APD 3.0 N/A 100 4.50 Concrete see note 5

2 APD 3.0 N/A 62 4.50 Concrete see note 5 Single 1 300 Yes No Chekrd Office

15 MEZZANINE 1. Mezz-1 at (2/F) is located along GL.C-D/1-4'. And measured 4.50m from GFL.
2. Mezz-2 at (2/F) is located along GL.2-3/A-C and measured 4.50m from GFFL., U-Type stair is located along GL.2/A.
3. Please consider the weight for the aircon outdoor/indoor unit located at (NSW: GL.K/3-21). Outdoor AC platform: LL: 6.0kn/m2 and
Indoor AC platform: LL: 3.0 kn/m2. Outdoor and indoor catwalk: LL: 2.0 kn/m2. ACCU unit Indoor concentrated loads: 440 kgs/each and outdoor
concentrated loads: 200 kgs/each.
4. Please consider in our supply the optimized interior/exterior catwalk and aircon platform included handrails and expanded metal plates for aircon
platform. Catwalk wide is 1.20m (see CAD file for more details. Platform wide is 1.80m O/O for the inside and outside unit is 2.155m O/O. (see CAD file).
Bottom level is 5.20m (see CAD file).

5. 150mm Concrete Slab + 25mm concrete topping.

6. Thickness of steel decking 0.95mm
Location Quantity Height (mm) Grid Line From Level With Landing Caged Ladder Finish Remarks

✘ FSW 1 A/17-16 No

16 CAGED LADDER 1

QF-SLS-01 R02 14/05/21

16 CAGED LADDER 1

1. Please proposed optimized cage ladder (see drawing location)

ROOF Width at throat (mm): Height (mm): Roof Slope: Length(mm):

Eave Condition: Roof Panel & Color: Overall Width (mm):
17 Side Wall Condition: End Wall Condition:

MONITOR VIS Steel Scope: Only Apply Loads Design and Supply Scope of Supply: Columns+ Beams+Joists+Decking None ###
Design Loads KN/m2 Width Length Clear Ht. Floor Handrail Location
No.
Dead Load Live Load Other Load (M) (M) (M) Type T (mm) By Type Length (M) Grid Lines
ROOF
18 PLATFORM /
WALKWAYS

RV Type: NON-STANDARD Description

Quantity Length (M)
19 RIDGE VENT

Min. Hook
Scope of Supply: Only Apply Loads Crane Beams & Brackets ✘ Rails Crane system ✘ Bracket only
Wheel
Power Supply. Volts: Hz: Phases: Manufacturer:
Bumper
Crane Span Runway Length Capacity Wheel Base Top of Crane Bridge Weight Trolley Weight Operation
No.
Type From To From To (M.T.) (mm) beam (mm) (kg) (kg)
Width (m)
GL GL
L (m)
GL GL Type
Height (mm)
(mm)
Load
(kN)

CRANE
20
INFORMATION

No. of Cranes can operate at the same time in same bay: ✘ 1 Crane Only 2 Cranes 3 Cranes
Note: Crane rail shall be supplied and installed by Crane supplier.

21 ATTACHED ✘ For This Building/ Area Only ✘ BLDG.Data Sheet 2 BLDG.Data Sheet 3 ✘ Rev./C.O.

QF-SLS-01 R02 14/05/21

 REV / CHANGE ORDER NO.01 INFORMATION ( 10 Feb 2023)
Item No. Description of Changes
1 The slope is 9% as per our drawing

2 Kindly reflect the said stiffener columns and pedestal to the anchor bolt details. Please see the attachment drawing.

3 Add beam and column at GL.1; GL.2; GL.3; GL.4

4 Add gutter support to GL.4

5 Show I beam and purlin at GL.C to Store area, (0.00 FFL level)

QF-SLS-01 R02 14/05/21

QF-SLS-01 R02 14/05/21
3)

wing.

QF-SLS-01 R02 14/05/21

QF-SLS-01 R02 14/05/21
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