2"X4"X1.2mm THK.

STIFFENED
FLANGE LIGHT C-PURLINS
2-2"X2"X6mm ANGLE BAR BOT. CHORD BOT. CHORD FOR WHOLE TRUSS 1"X1"X6mm CLIP ANGLE,
@ (FULL WELD) FULL WELD
4-2"X2"X6mm ANGLE BAR KING POST 2-1 1 1
2"X1 2"X6mm
ANGLE BAR BOT. CHORD FOR HT-1 2-2"X2"X6mm ANGLE BAR TOP CHORD (FULL WELD)
WEB MEMBERS PRE-FABRICATED
12mm THK. BASE PLATE SPANISH TYPE GUTTER ROOF
6mm GUSSET PLATE
10mmØ SAG ROD
BOT. MEMBERS FOR LATERAL STRUT 6mm THK. GUSSET PLATE
2-2"X2"X6mm ANGLE BAR TOP CHORD (FULL WELD)
BOT. CHORD FOR HT-2

0.10

0.11
5.56

0.17
RTB
FULL WELD
2-1"X10" WOODEN
1.50
FASCIA BOARD

0.04 0.11
16mmØ BOLT, ANCHOR to
CONC. BEAM
2"X6mm FLAT BAR
PLAN WELD TO TOP CHORD
BOT. CHORD FOR HT-1
2"Ø PVC PIPE
HALF TRUSS TO WHOLE TRUSS CONNECTION 45° PVC ELBOW
SCALE 1:10 MTS
DETAIL OF GUTTER
SCALE 1:10 MTS
1.23 1.23 1.23 1.69
5.37 2Ls - 50x50x6mm STEEL
HIP TRUSS 1 DETAIL / DIAGRAM
ANGULAR TOP CHORD

0.01
12mm THK BUCKLE STEEL
PLATE WITH 18mmØ HOLES
TYPICAL
0.056 2"X4"X1.2mm THK. STIFFENED
FLANGE LIGHT C-PURLINS
2-1 21"X1 21"X6mm ANGLE BAR
0.013 0.01
WEB MEMBERS

50
100
FULL
6mm GUSSET PLATE WELD

0.01
100
2-2"X2"X6mm ANGLE BAR TOP CHORD (FULL WELD)

50
4-12mmØ X 40mm LG BOLT w/ STD. 100x125x6mm ANGULAR JOINT
NUTS & WASHERS, SPACED AS SHOWN CONNECTOR, WELD TO TOP CHORD
TYPICAL 12mmØ STEEL TOP

0.04
CROSS BRACING WITH CHORD
2-2"X2"X6mm ANGLE BAR BOT. CHORD
@ (FULL WELD)

STANDARD TURN BUCKLES

PURLIN SPLICED
SCALE 1:10 MTS
10mmØ SAG ROD
TECKSCREW
150
2"X4"X1.2mm THK. STIFFENED ROOF
4.07
FLANGE LIGHT C-PURLINS
CROSS BRACE CONNECTION DETAIL
1.50
2-2"X2"X6mm ANGLE BAR TOP CHORD (FULL WELD)
0.09 TECKSCREW
10mmØ SAG ROD
ROOF
1"X1"X6mm CLIP 6mm GUSSET PLATE
ANGLE, FULL WELD
0.87 0.87 0.87 0.87 0.87 0.87 1.20
5.20 TOP CHORD
2"X4"X1.2mm THK. STIFFENED

0.04
7.60
2-1 21"X1 21"X6mm ANGLE BAR FLANGE LIGHT C-PURLINS
WEB MEMBERS
1"X1"X6mm CLIP ANGLE,
FULL WELD
SPOT DETAIL PURLIN CONNECTION DETAIL
A FULL TRUSS DETAIL 10
11-S
SCALE 1:10 MTS SCALE 1:10 MTS
SCALE : 1 : 25 MTS
Architect / Reg. Civil Engineer Copy Right Project Approved by Sheet Content Draft by :JC MIRASOL Sheet No.
Date:
THIS DOCUMENT IS AN Revision :
INSTRUMENT OF PROFESSIONAL
SERVICE AND AS SUCH CANNOT
BE REPRODUCED IN WHOLE OR IN
PART WITHOUT THE WRITTEN
PRC REG. NO. VALIDITY : CONSENT OF THE
ARCHITECT - R. A. 545
PTR. NO. PLACE ISSUE :