Table 1 — Dimensions for vertical glass supported by a frame on all sidesin external walls in buildings where the height measured from the

ground to the top of such wall does not exceed 10 m

1 2 3 6 7 8Maximum pane area

m2

Nominal glass thicknessType of glass

3 mm 4 mm 5 mm 6 mm 8 mm 10 mm 12 mmMonolithic annealed glass 0,75 2,1 3,2 4,6 6,0Patterned annealed and wired glass – 0,75 1,2 1,9 –Laminated annealed safety glass – – – 2,9 5,7Toughened safety glass – 1,9 3,0 4,5 8,0

4 5

1,52,6 3,4

6,0

4,3 5,78,0 8,0

SACAP: #KARCH - Registration Number

#KARCH - Date of Enrolment

#KARCH - Date Valid#KARCH - Certificate Number

N

NOTES:

E. Markram.

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

FOR INFORMATION ONLY

Proposed new Fuel Station & TruckstopSpringbokNorthern Cape.DRAWING TITLE :

PROJECT :

SCALE :

CLIENT :

FIRST ISSUE DATE:

DRAWING NUMBER:

2016/06/08

ELECTRICAL ENGINEER:STRUCTURAL ENGINEER :

Project No./100

SITE PLAN

1:100

ISSUEDDATE REV. NO. DESCRIPTION

/Volumes/Klerckfiles/PROJECTS 2010/000-Projects Pending/Springbok Truckstop/Springbok N7 Truckstop.pln

1 - QUALITY OF ALL MATERIALS AND WORKMANSHIP TO COMPLY WITH LOCAL AUTHORITY, NATIONAL BUILDING REGULATIONS, S.A.B.S SPECIFICATIONS AND THE NHBRC.2 - THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT SETTING OUT OF THE BUILDINGS.3 - THE CONTRACTOR IS TO VERIFY ALL LEVELS, HEIGHTS AND DIMENSIONS AGAINST THE DRAWINGS BEFORE PUTTING WORK IN HAND.4 - ALL BUILDING LINES, SERVITUDES, DIMENSIONS, BOUNDARIES AND EXISTING STRUCTURES SHOULD BE CHECKED BY THE BUILDING CONTRACTOR.5 - ANY DISCREPANCIES SHOULD BE POINTED OUT TO THE ARCHITECT FOR EXPLANATION OR CORRECTION.6 - NO SCALING FROM DRAWINGS.7 - DRAWINGS TO BE READ AS A SET WITH ALL CONSULTANT DRAWINGS.8 - DRAINAGE DIRECTION AND DEPTH TO BE CONFIRMED WITH THE LOCAL AUTHORITY.9 - ALL FIXTURES AND FITTINGS AS WELL AS ALL ELEMANTS RELATING TO THE CONSTRUCTION PROCESS MUST BE IN ACCORDANCE WITH SANS 1040010 - WHERE APPLICABLE, ALL ITEMS MUST BE CERTIFIED BY THE SABS & CSIR OR HAVE AN AGRE'MENT CERTIFICATE11 - THE CONTRACTOR (INCLUDING SUB-CONTRACTORS) SHALL BE FAMILIAR WITH THE CONTENTS OF SANS 10400 ANDRELATED SANS 2001 STANDARDS. PROVIDE ON SITE: ONE HARD COPY OF SANS 2001 PART CC1, CC2, CG1, CM1, CM2, CS1,CT1, CT2 OR DIGITAL FORMATS OF SANS 2001 PART CC1, CC2, CG1, CM1, CM2, CS1, CT1, CT2THE SPECIFICATION DATA AS DESCRIBED IN THIS PROJECT MAKE THIS SPECIFICATION PROJECT SPECIFIC AND SHALL HAVEPRECEDENCE IN THE INTERPRETATION OF ANY AMBIGUITY OR INCONSISTENCY BETWEEN THIS SPECIFICATION AND THESESTANDARDS.

OCCUPANCY CLASSIFICATION...

ORIGINAL PAPER SIZE:

A1

LOCALITY KEYSCALE 1:15000

Signature:................................................................................................................

#KARCH - SG Diagram Location

SiteLocation:...Street, ...Suburb, ...City

Class of Occupancy SANS 10400-A table 1:...Climate zone SANS 204:2 Temperate Interior

Site atmospheric corrosivity category ISO 9223: C1

Project No./100DRAWING NUMBER:

Signature:................................................................................................................ DATE:................................................................................................................

#KARCH - Professional Name & Surname

Date:

Valid:Certificate Number:

Registration Number:

Professional #KARCH - Professional Status

CONTRACTOR :MECHANICAL ENGINEER :

DesignThe design of this project complies with the requirements of SANS 10400–The

application of the national building regulations

#KARCH - Drawing Drawn ByDRAWN :

CHECKED:

#KARCH - Drawing Checked By

Signature:......................................................

Signature:......................................................

300M MARKTruck Bay

Shop

Ablution

CoveredParking

Wimpy

Petrol/DieselBay's

Truck Parkingarea

Flood Line

To Sprin

gbok

Approx.

9.0km

Landscaping

Landscaping

To C

ape T

own

N

TRUE

NO

RTH

(0o )

NNE(

22.5

o )

NE(45o )

ENE(67.5o )

ESE(112.5 o)

SSE(157.5)

S(180o)

SSW

(202

.5o )

SW(225o

)WSW(247.5o )

W(270o)

NW(315 o)

NNW(337.5 o)

SE(135 o)

E(90o)

WNW(292.5 o)

15o

350o

WESTSECTOR

SOUTH WEST

SECTOR

SOU

THSE

CTO

R

SOUTH EAST

SECTOR

EASTSECTOR

NORTH EAST

SECTORWEST

SECTOR

NOR

THSE

CTO

R

OPTIMUM ORIENTATION

PRETORIA OPTIMUM SUN ANGLE

SITE LAYOUTN.T.S