SPUTUM COURTYARD WITH PERGOLA COURTYARD COURT YARD COURTYARD WITH PERGOLA COURTYARD COURTYARD COURTYARD )$// )$// 3560 400 600 300 Line of gutter 400 Line of roof sheeting Line of roof sheeting 4330 600 200 600 400 600 300 4000 3800 5330 5330 5330 5330 Duct Duct Duct Duct Duct Duct Duct Duct )$// 4330 4330 3560 7480 7480 7480 4890 4890 300 4400 4400 4400 4400 4992 F F )$// 2530 2780 2780 2835 2835 2780 300 400 600 5803 5947 5660 300 10360 5530 16560 5310 4875 4875 4875 4413 400 1 RW 2 RW 3 RW 4 RW 5 RW 6 RW 6000 6000 6000 5960 5590 7 RW 8 RW 9 RW 10 RW 11 RW 12 RW 13 RW 14 RW 15 RW 4340 29 RW 600 300 400 5640 5640 )$// )$// 300 300 4860 400 600 30 RW )$// 5830 5830 300 400 600 300 31 RW 5830 5830 600 400 300 300 300 600 300 400 5660 )$// 21 RW 18 RW )$// )$// 33 RW 32 RW 28 RW 300 300 600 )$// )$// )$// 22 RW 26 RW 2805 3020 3000 3000 3000 3000 3000 3300 2708 2708 )$// 1737 596 A B C D E F G H J K L M N P 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 B B C C E E F F D D G G 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Line of roof sheeting Line of gutter Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of gutter Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting Line of roof sheeting A27 A27 A27 A27 A27 A27 A27 A27 A27 A27 400 23 RW 24 RW 25 RW 20 RW 19 RW 17 RW 16 RW 27 RW See higher level roof plan for this area Steel roof structure as per SE design See higher level roof plan for this area 23 23 23 23 23 18 Line of gutter Line of gutter 35 RW 34 RW 46 RW 45 RW 44 RW 43 RW 42 RW 41 RW 40 RW 39 RW 38 RW 37 RW 36 RW 18 18 Cat ladder to engineers detail & spec Cat ladder to engineers detail & spec 6590 47 RW Q Q R R H H 12 13 A0 12 13 2910 90 2910 21 2 4 2 11 12 2 11 2 2 12 11 2 11 11 4 11 21 12 1 4 1 11 12 1 1 12 12 2 1 12 12 1 11 12 2 12 2 20 2 2 12 2 12 2 21 11 4 2 5 4 5 11 1 11 1 12 9 20 2 11 1 1 1 11 1 21 4 1 1 21 1 4 1 11 1 1 1 4 21 21 11 4 1 1 11 4 1 11 1 12 12 1 12 21 11 1 12 12 1 21 11 12 4 14 7 14 19 11 19 14 12 19 7 2 1 12 11 21 9 11 9 9 12 11 12 2 2 2 21 4 2 21 ROOF PLAN SCALE 1:100 Steel roof truss as per SE PP *DOY PLOG VWHHO UDLQ ZDWHU down pipe 10 Purpose made Galv sheet metal gutter LEGEND 6DLQW *REDLQ 3LSHOLQHV 6RXWK $IULFD FHQWUH EROW VLGH roof outlet with dome grating (Down pipe size as per Eng) 18 PP *DOY VKHHW PHWDO UDLQ ZDWHU GRZQ SLSH Structural steel frame for roof window opening and roof supprt (As per SE) (See detail 1) Klip-lok 700 Sheet metal roof covering Klip-lok galv headwall flashing A01 A21 Waterproofing on screed to fall A02 Steel roof truss type 2 designed to accommodate roof window (As per SE) 1 2 Wall beam filling 12 4 5 8 6 Angled mild steel column as per SE 7 440 x 440 Concrete column as per SE 9 11 Concrete up-stand beam plastered with fall to inside and waterproof as per detail 13 Mild steel I-section ring beam as per SE 14 Purpose made mild steel fascia as per detail 15 16 Insulation under roof sheeting A27 A22 A23 A26 Mild steel U-Channel beam 19 Apex flashing A28 Valley gutter A29 21 20 Side flashing A29 22 Standard 100mmsheet metal gutter 23 A22 )$// )$// 18 18 Ridge to be cranked 24 24 25 25 25 25 Mild 100x50 steel lip-channel purlin Mild 75x50 steel lip-channel purlin Mild 75x50 steel lip-channel purlin 220 220 220 220 110 14 14 1. ALL DIMENSIONS AND LEVELS TO BE CHECKED ON SITE AND WHERE APPLICABLE TO MATCH EXISTING STRUCTURE. 2. ANY DISCREPANCY OR CONTRADICTION TO IMMEDIATELY BE REPORTED TO THE ARCHITECT. 3. DRAWINGS NOT TO BE SCALED. 4. USE PROFILE COLUMNS AT 85mm. CENTRES FOR BRICKWORK EXCEPT WHERE SPECIFIED DIFFERENTLY. 5. A COMPLETE SET OF DRAWINGS TO BE AVAILABLE ON SITE AT ALL TIMES. 6. ALL DIMENSIONS AS SHOWN PLAN TO BE PLOTTED ON SITE AT A HORIZONTAL LEVEL. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT LAYOUT OF BUILDINGS ON SITE IN RELATION TO SITE BOUNDARIES AND BUILDING LINES. 8. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH STRUCTURAL / CIVIL ENGINEERS DETAIL AND DRAWINGS WHERE APPLICABLE. 9. ALL BUILDING WORK TO COMPLY WITH SABS/NBR 0400 OF 1990 600 400 300 300 400 400 400 300 300 400 400 300 400 300 400 600 300 300 300 400 )$// )$// 10239 400 400 300 4880 9110 C C G HIGHER LEVEL ROOF PLAN Scale 1:100 )$// RWDP 400 400 15 14 19 15 14 7 7 19 19 19 19 19 14 15 14 15 14 8 9 19 8 15 9 8 6 19 6 19 8 15 8 15 14 19 15 300 300 400 400 400 400 300 300