bide ford
TRANSCRIPT
PF
PDTy pe Parking Schedule Count Ty pe Comments 482 48
LS LSPF
D
LS
LS
LS
D
LS
LS LS
4800 x 2400mm - 90 deg BD-Parking Space - ADA
F LSPD
D
PD PF
PF
PD
FPD
D
LS
PD
PF
PD
A
F
PF
LS
PB PB
LS
PB
PF
PB
LS
PB
LS
LSPBPlanting Schedule Ty pe Mark Ty pe Populus Nigra Italica 32' Betula Pendula - 3 Met ers Ty pe Comment s Lombardy Poplar European Birch 17 Count Description
H
H
H
H
H
PB
PA
PB
7
PD
PF
Populus Lombardy Nigra Italica Poplar - 3 Met ers Quercus Black Oak Velutina - 3 Met ers
8
8
Site Plan
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 500
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL SITE PLAN DRAWING NO. L.01.01 REV
L.04.99 4.99 NORTH 2 2 L.04.99 4.99 NORTH 1 1 L.04.01 NORTH 1
2 L.03.03
3 L.03.03
1
2
3
4
5
6
7
8
10
11
12
13 14
15
16
17
18
19
20
21 22
23
24 25
26
27
28
29
30
M1 L.03.03
M
91 L.03.02
1SD8 SD9
2 L.03 .04
10
D20
L.03.04
L
1 L.03 .02
L
8K
SD7
SD10
11
D21
K47
7JD8 D7 D9 D6 D12
SD6
SD11
12D2 3 D2 6 D28 D2 9
D22
D24
1 L.27.13D25
J
D10
D11
SD5 D13
SD12 D27
D30
H18
1
2
3
4
6--SD31
16 15
17
18
19
20
21
4
L.04.98 1
5
22
H4.98 EAST 7 L.04.98
1
L.27 .15SD32
G3 L.03 .02 2 L.03 .02
2SD1 SD2 SD3
--SD30 SD29 SD28 D2 SD27 SD23 D4 SD22 SD21 SD20 SD19 SD18 SD17
2 L.03 .02
3 L.03 .02
EAST 1
F E
L.31.50
1
L.31.50
1
D1
SD4
SD13
D3
SD14
SD15
SD16
SD39
G2 L.04.03 3 1
-
L.31. 100
F E
L.04.02
SD26
SD25
SD24
18
1 L.31 .54
23D
D3
35 38 37 36 34 33
1 L.27 .09 ---
1 L.27 .08
39C1 B1 L.04.200
L.0 3.2 02
32
31
30
29
28
27
26
25
24C B1 B
2 L.0 3.2 04
B
A
D50
D49
D4 8
48
D46
D45
D44
D43
D42
D41
D40
D39
D38
D37
A
1
1
99070 L.74.01 990 70 A. 21. 23
1
2
3
4
5
6
7
8
9
10
11
12
13 14
15
16
17
18
19
20
21 22
23
24 25
26
27
28
29
30
2 1 L.03.03 L.03.03 3 L.03.03 1 L.03.04 2 L.03 .04
SOUTH 2 L.04.01
4.99 SOUTH 1 3 L.04.99
4.99 SOUTH 2 4 L.04.99
Main - Floor Plan
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 250
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL G.A. FLOOR PLAN DRAWING NO. L.02.01 REV
L.04.99 4.99 NORTH 2 2 L.04.99 4.99 NORTH 1 1 L.04.01 NORTH 1
2 L.03.03
3 L.03 .03
1
2
3
4
5
6FABRIC CANOPY
7
8
9
10
11
12FABRIC CANOPY
13 14
15
16
17
18
19
20
21 22
23
24 25
26
27
28
29
30
M1 L.03 .03RW O
1 L.03 .04
2 L.03 .04
1 L.03.02FALL . . FALL
1 L.03 .02FABRIC CANOPY FABRIC CANOPY
L
ZONE 2B
RWO
K
O/FLOW CENT RED BETWEEN EAVES BRACKETS
O/FLOW CENT RED BETWEEN EAVES BRACKETS
FALL ARREST SYSTEM TO RUN FULL LENGTH OF RIDGE LINE
FALL ARRE ST S YS T EM T RUN O FUL LENG OF FALL LI NE L TH
FALL ARRE ST SYS T EM T RUN O FULL LE NGT OF RIDGE LI NE H
FALL
FAB RIC CANOPY
FAB RIC CANOPY
FA LL
FA LL
J
4.98 EAST 7 EAST 1
H. FALL ARREST S YS T M T RUN E O FULL LENGT OF RI DGE LINE H
L.04.98
.
FALL GLAZED MALLROOFLIGHTS o
FALL
G2 L.03 .02 3 L.03 .02
.
.
2 L.03.02
3 L.03 .02ZONE 1 ZONE 2A ZONE 3 GLAZED MALL ROOFLIGHTS
F E
L.04.02
FALL ARREST SYSTEM TO BE FIXED THROUGH MEMBRANE INTO STEEL STRUCTURE
.
DNSERVICE WALKWAY ZONE
1 3 L.0 3.202FALL FALL
1 L.27.08
1 L.31.54HANDRAIL TO STEP IN ROOF SINGLE PLY MEMBRANE TO VERTICAL SSURFACE OF STEP NOM. 1200 HIGH FALL ARREST SYSTEM TO RUN FULL LENGTH OF RIDGE LINE FA LL
.
L.27.09 ---
D
2 L.0 3.204
FALL ARREST SYSTEM TO BE FIXED THROUGH MEMBRANE INTO STEEL STRUCTURE
C B1 B
ROOF ACESS/ ESCAPE POINT
A1 99070 A. 21. 23
1
21 L.03 .03
3
4
5
6
7
8
9
10
11
12
13 14
15
16
17
18
19
20
21 22
23
24 25
26
27
28
29
30
2 L.03.03 3 L.03 .03 1 L.03 .04 2 L.03 .04
SOUTH 2 L.04.01
4.99 SOUTH 1 3 L.04.99
4.99 SOUTH 2 4 L.04.99
L02.02 Main Roof PlanREVISION DATE COMMENTS AUTHOR/CHECKED
SCALE 1 : 250
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL ROOF PLAN DRAWING NO. L.02.02 REV
3 L.03.03
2
1
2
3
4
5
6
L.03 .03
7
8
9
10
11
12
13
14
13301
3744
2010
7056
2038
3839
13572
1 99070 A.28.10
M
7198
9
SD8
SD9
10
D20
1 L.03 .02 1 L.03.03
250
L
1 L.03.02
7250
84996 1840 1618 1840 7681 1840 3409 1840 436
SD7
SD10
11
D21
INTERNAL MALL
Elevation 15 - a
250
K
-
-
7
D22 SD11
7250
SD6
12D23 D24
1
2000
250
L.27 .13
D26
D25
2
L.04.202 SD5 SD12
D28
D29
D30
1H
2
3
13 6
D27
7298
250
7250
250
7250
250
2749
250
4
151 L.27.15
SD31
SD32
G.4 GSD12 L.31 .50
SD2 2 L.31.100
SD3
D1
SD4
SD13
D3
F2 L.03 .02
INTERNAL MALL
1 L.27.122 L.03.02
SD30
SD29
SD28
D2
SD27
SD23
D4
E D.7SD26 SD25 SD24
D.6 D.5
39P D
38
37
36
1
35
34
33
L.27 .09
32
31
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
1
1
L.03.03
2
3
4
5
6
2 L.03 .03
7
8
93 L.03.03
10
11
12
13
14SCALE 1 : 100 TITLE CLOVELY ROAD BIDEFORD
1
L.04.200
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL MAIN BUILDING DETAILED FLOOR PLAN SHEET 1 OF 4 DRAWING NO. L.02.10 REV
Q1
1
2
3
4SD31
6
1 L.27 .15
15SD32
G.6 G.5
G.4 G2 L.31 .50
-
SD1
SD2 2 L.31.100
SD3
D1
SD4
1 L.27.122 L.03.02
F2 L.03 .02
SD30
E D.7
SD29
SD28
D2
SD27
SD26
SD25
SD24
D.6 D.51 L.27.09
P D
35 39 38 37 36
34
33
32
31
C
B1
1
L.04.200
N B
D50
D49
D48
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 100
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL MAIN BUILDING DETAILED FLOOR PLAN SHEET 2 OF 4 DRAWING NO. L.02.11 REV
1 L.03 .04
K
J
16
17
18
19
20
21
H Q1 G.6 G.5 G.4 G
F
2
L.04.03 3
E D.7 D.6 D.51 L.27.08
D
30C
29
28
27
26
25
B1
B
3 4 99070 L.74.01 2
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
A1 990 70 A. 21. 23
SCALE 1 : 1001 L.03 .04
TITLE CLOVELY ROAD BIDEFORD
13
14
15
16
17
18
19
20
21
22
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL MAIN BUILDING DETAILED FLOOR PLAN SHEET 3 OF 4 DRAWING NO. L.02.12 REV
2 L.03.04
K
J
4
L.04.98
5
H Q1
22G.4 G
F
23 L.03 .02
L.04.03 3
13 L.03.02
E D.7
1 L.31 .54
D
23
24C
B1
B
REVISION3 99070 L.74.01
DATE
COMMENTS
AUTHOR/CHECKED
ASCALE 1 : 1001 99070 A. 21. 23 2 L.03.04
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL MAIN BUILDING DETAILED FLOOR PLAN SHEET 4 OF 4 DRAWING NO. L.02.13 REV
21
22
23
24
25
26
27
28
29
30
A8033 8106 606 1875 1875 1875 1875
N
L.04.201 21852 1920 1920
WEST11250 7478 1853 1875 1875 1875 1615 2173 4206
P609
Q1845 1875 1875 1875 1875
R1875
L.04.2031875
WEST1875
K1875 1875 1875
S825
2
1875
19
197775 7400
192700 945
401875
826
951
96
933662
1875
1875
32
19
6576
4374
5982
5982
1875
1875
1875
CJ
950
1810
4229
STORE2000CJ CENT ERED OVER DOOR
81810
1875
1875
1875
7
382 910
97 41600
411875 1875 1875RENDER RETURNS AROUND JAMB
1875
1010 300
150910
1
1875
1875
MEETING
CONTROL
CJ ON C/L OF GRID
9 OFFICE (OPEN PLAN) 6
5
31110
21110 1875
41
1875
1875
1875
6672
291875 1875
6672
COPY1900
M EETING2600
19
3200
2400 1875T ANK CJ
2 L.03.202
NOT PART OF KIER CONTRACT
1875
1875
1875
NORTH
SOUTH
27076
4326562
1875
1875
CUSTOM ER INF ORM ATION
4660
SHOWER / W.C.
REST
98
43 NORTH35626
1875
1875
1875
L.04.200
FOODCOURT1875 1875 6562
30
1875
SOUTH
35666
CJ
143.500 F.F.L.
1
L.04.201
1875
1875
CAF E
1875
L.04.202 11875
143.500 F.F.L.
1
L.04.203
1875
1875
1875
1873
1875
17402
4529050
1875
451875CJ
1
1875
1877
L.03.202
7376
1875
1875
36FULL HEIGHT ST UD PART ITION
1875
T .O. WALL 145.515
7376
1875
FULL HEIGHT ST UD PART ITION
1031875 1875PUMP AREA
1875
541
1770
9955
1010
1343
1420
1351
1022
6930
1875
1022
47
136800 2042 3611
3750
1875
211982 2140
47991875CJ ON C/L OF PANEL
1875
1572
181875 5805 3024
2140
1875
TI MBER PANELLIN G 8496
1875
1875
1351
1514 700 700
4910
1351
1489
860
4050
1413 700 700
SWITCH
1875
1875
1875
1874
1893
4790
2380 2152 228
1869
3620
1875
1875
705
2132
1834
2090
1974
1790
862 L.03.204
LOW LEVEL
4417
4717
1002
CJ
CJ
606
1875
1875
1875
1875
1512
1875
1875
1875
1875
1875
1875
3
1875
1045 832 1875 1875 6457 1875 1875 1875 1875 3750 1875 1875 1875 1875 2357 1875 910 1875 5058 1875 810
L.03.202
RENDER 8106
1 1 L.03.204 L.04.200
TI MBER PANELLIN G 15682
2
REVISION22282
DATE
CJ
49
431 948
DIS. WC
2125
4675
4303
1350
REST 105 106
SWTCH950
1875
20
19
FEM ALE TOILETS
1010
L.03.201
1490
1432 228
2151
3981
1413
1
11
17
15
MALE TOILETS
DIS. WC
6635
2045
2258
1600
12
1875
102
450 1200 508
8496
10
CJ
BABY CHANGE
8605
8117
STORE
DRIVER'S ROOM
SHWR / WC
CHARGE ROOM
3015
100
1875
1540
4029
2371
16
14
5365
NOT PART OF KIER CONTRACT
104
49
945
925
COMMENTS
AUTHOR/CHECKED
EAST
L.04.202
EAST
Amenities & Foodcourt Floor Plan
SCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT GROUND FLOOR PLAN DRAWING NO. L.02.203 REV
FALL
FALL
FALL
FALL
ST ANDING SEAM ROOF
ST ANDING SEAM ROOF H31/ 112
FOR ROOF PI TCHES SEE ELEVA TIONS
FALL ARREST SYST EM TO BE SECURED T O ST ANDING SEAM ROOF
ROOF ACCESS ESCAPE POINT
ROOF ACCESS ESCAPE POINT
REVISIONENT RANCE
DATE
COMMENTS
AUTHOR/CHECKED
Amenities & Foodcourt Roof Plan
SCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT ROOF PLAN DRAWING NO. L.02.204 REV
A
N
P
SUSPENSION SYST EM AS PER MANUFACT URERS REQUI REMENT S
METAL PROFILE ROOF ON UNSULATI ON SUPPORT ED BY PROFILED ME TAL DECKING
T.O. Wall 3600.000
LI NE OF CEI LING
2700
FIN. FL.
Level 1 0.000 T.O. Footing -660.000
ALL BLOCK WALLS GO FULL HEIGHT
SECTION A-A
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL FOODCOURT SECTION DRAWING NO. L.03.201 REV
P D.5 D.6 D.7Atrium Small 8598.311 T.O. Tall ColumnST ANDI NG SEAM ROOFI NG BULLNOSE FASCIA/ SOFFI T /EAVES FLASHING BY SPECIALIST
49
7484.000
ABULLNOSE FASCI A/SOFFIT /EAVES FLASHING BY SPECIALIST
1 A.27.201ST ANDI NG SEAM ROOFI NG ON I NSULATION AND PROFILED MET AL DECKING
NINSULAT ED VALLEY GUT TER
ST ANDI NG SEAM ROOFI NG
1 A.27.202RESOPLAN FASCIA
RESOPLAN FASCI AST EEL WOR K AT 5DEG PI TCH
PRESSED METAL VERGE FLASING
---
PURLI N ZONE
PRESSED MET AL SILL
T.O. Rafters 4150.000
RESOPLAN FASCIA
PRESSED MET AL SILL ST RUCT URAL ST EELWORK TO ENGI NEERS DESIGN4150 TO TOP OF RAFTERS AT VALLE Y
LAT TICE T RUSS TO ENGINEERS REQ.
1200
2FI XED LI GHT
RAKING RAFTERS
A.27.202
SUSPENDED CEILING (WHERE APPLICABLE)
EXTERNAL FINI SH VARIES (REFER T O ELEVAT I ONS)
--2700
EXT ERNAL FACING VARI ES (REFER TO ELEVS)3600
2700
INSULATION CAVI TY WALL CONST RUCT ION
FOLDI NG DOORS CHS COLUMN TO ENGINEERS REQ.
BRI CKWORK PLIN TH
---
BRICK PLIN TH
BRICK PLI NT H
Level 1 0.000 Amenities T.O. Footing -660.000
Amenities T.O. Footing -660.000
Amenities Typical Section
Amenities Typical Wall Section
Section A27.10F
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 50 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT WALL SECTIONS DRAWING NO. L.03.202 REV
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
Section B-B-1
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
Section B-B-213 12 11 10 9 8 7 6 5
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 100
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002
DETAIL GENERAL SECTION B-B AND C-C - SHEET 2 OF 4 DRAWING NO. L.03.02 REV
Section C-C
AUTHOR \ CHECKED Checker
K
J
H
Q1
G.6 G.5 G.4
G
F
E
D.7 D.6 D.5
D
C
B1
B
A
---
Section 1-1
M
L K J H Q1 G.6 G.5 G.4 G F E D.7 D.6 D.5 D C B1 B A
---
Section 2-2M L K J H Q1 G.6 G.5 G.4 G F E D.7 D.6 D.5 D C B1 B A
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
1 L.27.14
SCALE 1 : 100
TITLE CLOVELY ROAD BIDEFORD
Section 3-3
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL GENERAL SECTIONS 1-1, 2-2, AND 3-3 SHEET 3 OF 4 DRAWING NO. L.03.03 REV
K
J
H
Q1
G.6 G.5 G.4
G
F
E
D.7 D.6 D.5
D
C
B1
B
A
Section 4-4
K
J
H
Q1
G.6 G.5 G.4
G
F
E
D.7 D.6 D.5
D
C
B1
B
A
Section 5-5
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 100
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL GENERAL SECTIONS 4-4 & 4-5 - SHEET 4 OF 4 DRAWING NO. L.03.04 REV
FOODCOURT 1
2 L.03.202
NOT PART OF KI ER CONT RACT
1 L.03.202
FULL HEI GHT ST UD PART IT ION
FULL HEIGHT ST UD PART IT ION
1200 X 1200 ACCESS HAT CH ACCESS HAT CH T O BE COMPLETE WI T H RETRACT ABLE LOFT LADDER WI TH HANDRAI L
---
CJ CENTERED OVER DOOR
REVISIONRESOPLAN SOFFI T T O SOFFIT OE EXTERNAL TOILET ACCESS3 L.03.202
DATE
COMMENTS
AUTHOR/CHECKED
RECESSED DOWN LIGH TS (3NO) 2 TO M&E EI NGINEER'S REQ.L.03.204
SCALE 1 : 100
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT REFLECTED CEILING PLAN DRAWING NO. L.35.01 REV
Amenities & Foodcourt - RCP
DATE MARCH 2002 AUTHOR \ CHECKED Checker
30
29
28
27
26
25 24
23
22 21
20
19
18
17
16
15
14 13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH ELEVATIONMATERIALS LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 METAL STAN DI NG S EA M ROOFING STAINED TI MB ER FACING PANELLING STEEL OU TR IG GED CANOPY SUPPORTS PTFE COATE D FA BR IC SAIL CANOPIES TIMBER / G LA ZE D DOOR SETS SILICONE J OI NTED GLAZING STEEL / TI MB ER M AST STRUCTURES TIMBER / G LA ZE D PORTHOLE OPENINGS TIMBER / G LA ZED DISPLAY BOXES TIMBER / P AI NTED STEEL COLUMN SUPPORTS METAL PR OF IL ED VERTICAL WALL CLADDING ---STEEL RO LL ER S HUTTER DOORS FIRE ESCAP E / SE RV ICE DOORS RENDER ---TIMBER / G LA ZED DISPLAY WINDOWS SITE BOUND AR Y PL ANTING TO APPX. 6M HEIGHT ---POSSIBLE L OC AT ION OF FUTURE DOORS
L.04.99
KEY PLAN
4.99 NORTH 2 2
EAST 1 4.99 SOUTH 1 3 L.04.99
L.04.02
1
2
3
4
5
6
7
8
9
10
11
12
13 14
15
16
17
18
19
20
21 22
23
24 25
26
27
28
29
30
SOUTH ELEVATION
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE As indicated
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL NORTH & SOUTH G.A. ELEVATIONS DRAWING NO. L.04.01 REV
2
15
9
17
6
11
10
WEST ELEVATION
1 3 8
4 13 5 14 7
20
EAST ELEVATIONMATER IAL S LE GEN D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 MET AL STAN DIN G SE AM ROOF ING STA INE D TI MBE R FA CIN G PA NEL LING STE EL OUTR IGG ED C ANO PY S UPP ORTS PTF E C OATE D F ABRI C S AIL CAN OPIE S TIM BER / G LAZ ED D OOR SET S SIL ICO NE J OIN TED GLA ZING STE EL / TI MBE R MA ST STRUC TU RES TIM BER / G LAZ ED P ORT HOLE OP ENING S TIM BER / G LAZ ED D ISP LAY BO XES TIM BER / P AIN TED STE EL C OLU MN S UPP ORTS MET AL PROF ILE D VE RTI CAL WAL L CLA DD ING --- STE EL ROLL ER SHUTT ER DOOR S FIR E E SCAP E / SER VIC E DO ORS REN DER --- TIM BER / G LAZ ED D ISP LAY WIN DOWS SIT E B OUND ARY PLA NTI NG T O A PPX. 6M HEI GHT --- POS SIB LE L OCA TION OF FUTU RE DOOR S
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
L.04.99 L.04.99
KEY PLAN
4.99 NORTH 2 2 4.99 NORTH 1 1
SCALE As indicated
TITLE CLOVELY ROAD BIDEFORD
EAST
1 L.04.02
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL EAST & WEST G.A. ELEVATIONS DRAWING NO. L.04.02 REV
4.99 SOUTH 1 3 4.99 SOUTH 2 4 L.04.99
12
16
18
19
UNIT 22 & 23 ENTRANCEEAST ELEVATION
MALL ENTRANCE
WEST ELEVATION
MAT ERIAL S LEGEN D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ME TAL STA NDIN G S EAM ROO FING ST AINE D T IMBE R F ACIN G P ANEL LIN G ST EEL OUT RIGG ED CANO PY SUPP ORT S PT FE C OAT ED F ABR IC S AI L CAN OP IES TI MBER / GLAZ ED DOOR S ETS SI LICO NE JOIN TED GLA ZIN G ST EEL / T IMBE R M AST STR UCTU RES TI MBER / GLAZ ED PORT HOL E OP ENI NGS TI MBER / GLAZ ED DISP LA Y BO XES TI MBER / PAIN TED STE EL COLU MN SUPP ORT S ME TAL PRO FILE D V ERTI CAL WAL L C LADD ING -- -ST EEL ROL LER SHU TTER DO ORS FI RE E SCA PE / SE RVIC E D OORS RE NDER -- -TI MBER / GLAZ ED DISP LAY WIN DOW S SI TE B OUN DARY PL ANTI NG TO A PPX . 6M HE IGHT -- -PO SSIB LE LOCA TIO N OF FU TURE DO ORS
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 100
TITLE CLOVELY ROAD BIDEFORD
UNIT 24 ENTRANCENORTH ELEVATION
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL G.A. PIAZZA ELEVATIONS DRAWING NO. L.04.03 REV
40
41
43
46
47
49T.O. Rafters
1
4150.000
T.O. Wall9 3 9
3600.000 Level 1 0.000 T.O. Footing -660.000
4.200 FOODCOURT - SOUTH
MATERIALS LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20T.O. Rafters1
A
N
P
METAL STANDING SEAM ROOFING STAINED TIMBER FACING PANELLING STEEL OUTRIGGED CANOPY SUPPORTS PTFE COATED FABRIC SAIL CANOPIES TIMBER / GLAZED DOOR SETS SILICONE JOINTED GLAZING STEEL / TIMBER MAST STRUCTURES TIMBER / GLAZED PORTHOLE OPENINGS TIMBER / GLAZED DISPLAY BOXES TIMBER / PAINTED STEEL COLUMN SUPPORTS METAL PROFILED VERTICAL WALL CLADDING ---STEEL ROLLER SHUTTER DOORS FIRE ESCAPE / SERVICE DOORS RENDER ---TIMBER / GLAZED DISPLAY WINDOWS SITE BOUNDARY PLANTING TO APPX. 6M HEIGHT ---POSSIBLE LOCATION OF FUTURE DOORS
4150.000
T.O. Wall 3600.0003 2 9 2
REVISIONLevel 1 0.000
DATE
COMMENTS
AUTHOR/CHECKED
4.200 FOODCOURT- EAST
SCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT ELEVATIONS DRAWING NO. L.04.200 REV
49
47
45
44
41
40
1
T.O. Rafters 4150.000
T.O. Wall2
3600.000 Level 1 0.000 T.O. Footing -660.000
4.201 FOODCOURT - NORTH1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
MATERIALS LEGEND METAL STANDING SEAM ROOFING STAINED TIMBER FACING PANELLING STEEL OUTRIGGED CANOPY SUPPORTS PTFE COATED FABRIC SAIL CANOPIES TIMBER / GLAZED DOOR SETS SILICONE JOINTED GLAZING STEEL / TIMBER MAST STRUCTURES TIMBER / GLAZED PORTHOLE OPENINGS TIMBER / GLAZED DISPLAY BOXES TIMBER / PAINTED STEEL COLUMN SUPPORTS METAL PROFILED VERTICAL WALL CLADDING ---STEEL ROLLER SHUTTER DOORS FIRE ESCAPE / SERVICE DOORS RENDER ---TIMBER / GLAZED DISPLAY WINDOWS SITE BOUNDARY PLANTING TO APPX. 6M HEIGHT ---POSSIBLE LOCATION OF FUTURE DOORS
P
N
AT.O. Rafters 4150.000
T.O. Wall 3600.000
Level 1 0.000 T.O. Footing -660.000
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
4.201 FOODCOURT - WESTSCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT ELEVATIONS DRAWING NO. L.04.201 REV
40
41
43
45
47
49
T.O. Rafters1 7 7
4150.000
4
4
T.O. Wall 3600.000
3 5 6 5 5 5 6 5
Level 1 0.000 T.O. Footing -660.000
MATERIALS LEGEND
4.202 AMENITIES - SOUTH
Q
K
ST.O. Rafters
1
4150.000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
METAL STANDING SEAM ROOFING STAINED TIMBER FACING PANELLING STEEL OUTRIGGED CANOPY SUPPORTS PTFE COATED FABRIC SAIL CANOPIES TIMBER / GLAZED DOOR SETS SILICONE JOINTED GLAZING STEEL / TIMBER MAST STRUCTURES TIMBER / GLAZED PORTHOLE OPENINGS TIMBER / GLAZED DISPLAY BOXES TIMBER / PAINTED STEEL COLUMN SUPPORTS METAL PROFILED VERTICAL WALL CLADDING ---STEEL ROLLER SHUTTER DOORS FIRE ESCAPE / SERVICE DOORS RENDER ---TIMBER / GLAZED DISPLAY WINDOWS SITE BOUNDARY PLANTING TO APPX. 6M HEIGHT ---POSSIBLE LOCATION OF FUTURE DOORS
T.O. Wall3 9 3 9 9 11
3600.000 Level 1 0.000 Amenities T.O. Footing -660.000
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
4.202 AMENITIES - EAST
SCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT ELEVATIONS DRAWING NO. L.04.202 REV
49
47
45
43
41
40
T.O. Rafters1 7 7
4150.000
T.O. Wall9 3 8 3 11 9 3
3600.000 Level 1 0.000 T.O. Footing -660.000
4.203 AMENITIES - NORTH
MATERIALS LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 METAL STANDING SEAM ROOFING STAINED TIMBER FACING PANELLING STEEL OUTRIGGED CANOPY SUPPORTS PTFE COATED FABRIC SAIL CANOPIES TIMBER / GLAZED DOOR SETS SILICONE JOINTED GLAZING STEEL / TIMBER MAST STRUCTURES TIMBER / GLAZED PORTHOLE OPENINGS TIMBER / GLAZED DISPLAY BOXES TIMBER / PAINTED STEEL COLUMN SUPPORTS METAL PROFILED VERTICAL WALL CLADDING ---STEEL ROLLER SHUTTER DOORS FIRE ESCAPE / SERVICE DOORS RENDER ---TIMBER / GLAZED DISPLAY WINDOWS SITE BOUNDARY PLANTING TO APPX. 6M HEIGHT ---POSSIBLE LOCATION OF FUTURE DOORS
S
K
Q
T.O. Rafters 4150.000
T.O. Wall3 11 3 11 9
3600.000 Level 1 0.000 T.O. Footing -660.000
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
4.203 AMENITIES - WEST
SCALE 1 : 100 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT ELEVATIONS DRAWING NO. L.04.203 REV
G.4
G
F
E
D.7
1500
7500
1500
MALL GLAZING STYSTEM AS H10/110 PROPRIETARY STANDING SEAM ROOF ON 80MM INSULATION ON PROFILED METAL DECKING TO STEEL FRAME GYPROC PLASTERBOARD FACE ON SW BATTENS TO LINE THROUGH WITH FACE OF ST EEL PRESSED MET AL GUTTER ON SW FASCIA T O SW BATTENS GYPROCK PLAST ERBOARD FACE ON SW FACIA TO SW BATTENS LINE OF MANSARD RIDGE SINGLE PLY ROOFING MEMBRANE AS J42/110
2 HR FIRE RAT ED SLAB ON PROFILED DECK
PROTRUDING SHOP MALL SIGNS 20MM PLYWOOD CONST RUCTION OVER SHOP SIGNABE PANEL UB TO ENGINEERS DET AILS - PAINTED WITH HAMMERITE (GREY) FINISH WITH WESTERN RED CEDAR / SS FACE FIXING FRONT PANELS 3600 12MM TOUGHENED GLASS SHOP FRONT TIMBER CASEMENTS REFER T O DRAWING L.31.100 AND A.32.01 FOR DETAILS BLOCKWORK/ENGINEERING BRICKWORK STALL RISER CONST RUCTION WIT H TIMBER CLADDING TO MALL FACE AS H21/110 AND PLYWOOD INTERNAL LINING
700
2600
5100
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 50
TITLE CLOVELY ROAD BIDEFORD
Section L27.08
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL SMALL ATRIUM DRAWING NO. L.27.08 REV
D.6
E
F
G
G.5
2750
3750
3750
2750
MALL GLAZING SYSTEM AS H10/110 PROPRIET ARY STANDING SEAM ROOF ON 80MM INSULATION ON PROFILED METAL DECKING TO STEEL FRAME GYPROC PLASTERBOARD GABLE END ON STUDS AT 600MM C/ GYPROC MF PLASTERBOARD SOFFIT SYSTEM GYPROC PLASTERBOARD FACE ON SW BATTENS TO LINE THROUGH WITH FACE OF STEEL PRESSED METAL GUTTER ON SW FASCIA TO SW BATT ENS SINGLE PLY ROOFING MEMBRANE AS J42/110
PROTUDING SHOP MALL SIGNS 20MM PLYWOOD CONSTRUCT ION OVER SHOP SIGNAGE PANEL UB TO ENGINEERS DETAILS - PAINTED WITH HAMMERITE (GREY) FINISH WIT H WESTERN RED CEDAR / SS FACE FIXING FRONT PANELS 12 MM T OUGHENED GLASS SHOP FRONT TIMBER CASEMENTS REFER TO DRAWING L.31.100 AND A.32.01 FOR DETAILS 5510 2HR FIRE RAT ED SLAB ON PROFILED METAL DECK
3600
2600
4092
BLOCKWORK/ ENGINEERING BRICKWORK STALL RISER CONST RUCTION AND PLYWOOD INTERNAL LINING
700
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
Section L27.09
SCALE 1 : 50
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL LARGE ATRIUM DRAWING NO. L.27.09 REV
J
H
Q1
G.6
G.5
G.4
G
MALL GLAZING SYSTEM AS H10/110 PROPRIETARY STANDING SEAM ROOF ON 80MM INSULATION ON PROFILED METAL DECKING AND STEEL FRAME GYPROC MF PLASTERBOARD SOFFIT SYSTEM
ENSURE CONTINUITY OF INSULATION AT WALL/ROOF JUNCTION GYPROC PLASTERBOARD INNER LINING TO GABLE END ON BYPROC METAL STUDS AT 600MM C/S PROFILED METAL CLADDING ON PURLINS TO ENGINEERS REQ. INSULATION BETWEEN PURLINS1 L.27.15
GYPROC MF PLASTERBOARD SOFFIT
SINGLE PLY ROOFING MEMBRANE
PLASTERBOARD SOFFIT ON BYPROC M/F SYSTEM
STEELWORK TO ENGINEERS REQUIREMENTS SS CORNER COLUMN CASING
TIMBER BOARDING TO BLOCKWORK ST ALL RISER
Section L 27.14
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 50
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL ATRIUM SECTION (THROUGH DROP BULHEAD) DRAWING NO. L.27.14 REV
G.5
G.4
G
F
E
D.7
D.6 1
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
31.50 ELEVATION
Section L31.50SCALE 1 : 50 TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL MALL ENTRANCE - ELEVATION AND SECTION DRAWING NO. L.31.50 REV
F
C
R J
H Q Q1
G.4 G
E D.7
B1
N B
P D
M
A180x180SHS
K
L S
180x180SHS 40 6 4 0 x1 6 x 78 1 7 x7 8x 4U 74 B U B 180x180SHS180x180SHS 305x165x40UB 305x165x40UB 180x180SHS 180x180SHS 180x180SHS
Main Structure - No Import180x180SHS610x229x113UB
1180x180SHS 610x229x113UB
cranked cranked cranked beam-mansard- north3 beam-mansard- north3 beam-mansard- north3
220 3x 20 3180x180SHS 305x165x40UB 305x165x40UB
20 3x 20 20 3x 20 3 x6 0U C7500
180x180SHS
x6 0U C610x229x113UB 610x229x113UB
3 x7 1U C
320 3x 20 3 20 3x 20180x180SHS7500
305x165x40UB
305x165x40UB
x6 0U C610x229x113UB
20 3x 20 3 x7 1U C 3 x6 0U C
203x133x25UB
305x165x40UB
305x165x40UB
180x180SHS 180x180SHS 180x180SHS
cranked 457x191x98UB beam-mansard- north3
420 3 x6 0U C 3 x6 0U C3000
3x 20
520 3x 207500
20 3x 20 3 610x229x113UB x6 0U 20 3x C 20 3 x6 0U C610x229x113UB 203x133x25UB 305x165x40UB 305x165x40UB
20 35 3x2 6 x 03 1 7 x7 1 1 20 x6 UC 3x 7U B 20 3 x7 1U C
610x229x113UB 2 20 3 50 3 3x 6 xx20 20 17 3 3 x6 1x x 71 610x229x113UB 0U 67 U 20 20 C U C 3x 3x B 20 20 3 3 x7 x6 1U 0U C C
cranked beam-mansard- north2
620 3x 20 3 3x 20 x2 03 x7 1U C x6 0U C7500
20 3 x7 1U C
20 3 20 3x 20 3
20
305x165x40UB
180x180SHS
x6 0U C610x229x113UB
3x 20
20 3 3 x6 0U C
x2 03
x6 0U C
20 3x 20
3 x6 0U C
610x229x113UB
610x229x113UB
610x229x113UB
610x229x113UB cranked beam-mansard- north2
305x165x40UB 305x165x40UB
720 3x 20 3 3x 20 3 x7 1U C305x165x40UB
20
180x180SHS
8610x229x113UB
x6 0U C
305x165x40UB
920 3x 20 3 20 3 x7 1U C 3x 20305x165x40UB 180x180SHS
20 3x 20 3 x7 1U 305x165x40UB 305x165x40UB 2 305x165x40UB C 20 03x 20 3x 20 3x 20 3x 20 7 3 3 x7 1U x7 1U C 1U C C254x146x37UB 305x165x40UB
20 305x165x40UB 20 305x165x40UB 2 0 3x 20 3x 3x 20 3x20 2 0 3x 20 3x 3 71 3 71 x7 U x7 U 1U C 1 UC C C
20 20 3x 3x 20 20 3x 3 71 x7 U 1U C C
305x165x40UB 305x165x40UB
10610x229x113UB
x7 1U C 20 3x 20 3 x7 1U C305x165x40UB
610x229x113UB cranked beam-mansard- north2
610x229x113UB
610x229x113UB
1120 3x 20 3 x7 1U C610x229x113UB 180x180SHS
20 3
20 305x165x40UB 203x2 3x 03 20 x 7 3 1 x7 U 1 UC C x2 03 x7 1U C203x133x25UB
305x165x40UB 20 2 0 3x 3x 20 2 0 3x 3 71 x7 U 1U C C
20 305x165x40UB 203x 3x20 203x 3 71 x7 U 1 UC C
20 203 x 3 x20 203x 3 71 x7 U 1 UC C
cranked beam-mansard- north2
1220 3x 20 3 x7 1U C180x180SHS
20
3x 20
20
3x 20 3 3 x7 x7 1U 1U C C
20 3x 20
20 3
x2 03 3 x7 x7 1U 1U C C
20 3x 20 3457x191x98UB
457x191x98UB
x7 1U C
20 3x 20
3 x7 1U C610x229x113UB
20 3x 20
3 x7 1U C
20 3x 20
3 x7 1U C
cranked cranked cranked cranked cranked cranked cranked beam-mansard- northbeam-mansard- northbeam-mansard- northbeam-mansard- northbeam-mansard- northbeam-mansard- northbeam-mansard- north
13 14180x180SHS
20 3x 20 3
20610x229x113UB
3x 20 x7 1U 20 C 3x 20 3 x7 1U C203x133x25UB
610x229x113UB 20 20 35 3x 3x 6 x 203 20 17 x 3 7 x7 3 5 1x 1U 610x229x113UB 1U 6 x 67 C 20 1 7 UB C 3x 1x 20 67 3 U x7 B 1U C 305x165x40UB 305x165x40UB 610x229x113UB 610x229x113UB
20
203x133x25UB
3x 20
3 x7 1U C
40 6x 17 8x 74180x180SHS
U B 3 x7 1U C
40 6x 4 0 1 78 6 x x7 1 7 4U 8x B 74 U B
40 6 4 0 x1 7 6 x 8x 1 7 74 8x U 74 B U B
15180x180SHS
20 3x 20 3203x133x25UB
20305x165x40UB305x165x40UB
3x 20203x133x25UB
180x180SHS
x7 1U C610x229x113UB
3 x7 1U C
610x229x113UB
16180x180SHS
20 3x 20 3203x133x25UB
20 3 x7 1U C610x229x113UB
305x165x40UB
305x165x40UB
203x133x25UB
x2 03
180x180SHS
x6 0U C
20 3x 20 3
20 x7 1U C610x229x113UB
3x 20
3 x7 1U C
17180x180SHS
20 3x 20 3203x133x25UB
180x180SHS
305x165x40UB
305x165x40UB
203x133x25UB
x7 1U C610x229x113UB
20 3x 20 3
20 x7 1U C610x229x113UB
3x 20
3 x7 1U C
40 6x 17 8x 74 U B
18180x180SHS
20 3 20 3x 20 3203x133x25UB
x2 03305x165x40UB
20 3x 207500
20305x165x40UB
180x180SHS
203x133x25UB
x7 1U C610x229x113UB
x6 0U C
3 x7 1U C610x229x113UB
3x 20
3 x7 1U C
40 6x 17 8x 7
4
U B
19180x180SHS
20 3 20 3x 20 3203x133x25UB
x2 03 x7 1U C610x229x113UB
180x180SHS
203x133x25UB
x6 0U C
20 3x 20 37500
20 x7 1U C
3x 20
3 x7 1U C
40 6x 17 8x 7
4
U B
20 3x 20 37500
20 3 x7 1U C
610x229x113UB
305x165x40UB 305x165x40UB
20180x180SHS
x2 03203x133x25UB
x7 1U C
20 3x 20 34500
20 x7 1U C
3x 20
25 4610x229x113UB
x2 54
20 3x 20 3203x133x25UB 180x180SHS
20 3 x7 1U C
x2 03
x8 9U C
20 3x 20 3
20
3 x7 1U C
21 22 23 24 25 26 27 28 29
x7 1U C x7 1U C8500
3x 20
3 x7 1U C
35 6x 17 1x 267 20 U 3 x 03x B 20 20 3 3 x x7 1U 71U C C
610x229x113UB
20 3 1 20 x1 20 1 20 x1 20 25 4x 25 4 S H S S H S 1 20 x1 20 25 4x 25 x8 9U C 25 4 4 x8 9U C
x2 03 x2 54
x7 1U C x8 9U C
25
4x 25
25 4 x8 9U C
4x 25
4 x8 9U C
25 4x 25
20 x1 20 4 S x8 H 91 S U2 Cx 0 12 0S H S 1 S H S 1 20 x1 20 1 20 x1 20 1 20 x1 20 1 S H S S 20 x1 20 S
1
H S 20 x1 20 S 1 H S S 1 20 x1 20 20 x1 20 S 1 H S 1 S H S 20 x1 20 S
H S H S
H S 20 x1 20 S
H S
SCALE
REVISION
DATE MARCH 2002
Checker S.01.01
1 : 200
1 20 x1 20
S
30
AUTHOR \ CHECKED DRAWING NO. REV
H S 25 4x 25 4
x8 9U C
25 4x 25
25 4x 25 4 x8 9U C
1 20 x1 4 20 x8 S 9U H S C
DATE
D.6 D.5
G.6 G.5
TITLE
DETAIL
COMMENTS
MAIN STRUCTURAL PLAN
CLOVELY ROAD BIDEFORD
AUTHOR/CHECKED
Structure - 3D View
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE
TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL 3D Main Structure DRAWING NO. S.01.03 REV
1
2REVISION DATE SCALE DATE MARCH 2002 AUTHOR \ CHECKED Checker
3COMMENTS AUTHOR/CHECKED TITLE CLOVELY ROAD BIDEFORD DETAIL Unnamed DRAWING NO. S.01.04 REV
A
TOILET EXTRACT TO DISCHARGE THRO' REAR OF MANSARD ROOF
OVERFLOW RWO TO EXTEND 30mm ABOVE ROOF DECK
---
RW OUTLET
TOILET EXTRACT
VERTICAL LADDER FRAME (UNISTRUT OR Si m.) TO SUPPORT PIPEWORK RW DOWNPIPE SOIL/VENT PIPE L ANGLE T O BE CUT TO ALLOW OVERFLOW TO PASS THROUGH DECK OVER WC TO BE CONSTRUCTED OF 225 x 50 SW JOISTS AT max 600 c/s WITH 19mm WBP PLY DECK OVER JOISTS SUPPORT ED ON HANGERS FIXED TO SW PLATE BOLTED TO WALL SOLID NOGGINS AT MID SPAN
HORZ. DISCHARGE PIPE ( Max 3No OUTLET S ) INTUMESCENT FIRE COLLAR WHERE PASSING THRO' COMPARTMENT WALL
OVERFLOW 60 DIA.
300 x 25 SW FASCIA JOISTS FIXED TO 100 X 50 SW PLATE SECURED TO WALL WITH GALV HOLDING DOWN STRAPS AT MAX 1500 C/S FOIL BACKED MOISTURE RESISTANT PLASTERBOARD CEILING. SOUND INSULATING QUILT BETWEEN JOISTS VENT. EXTRACT UNIT TO M/E ENGINEERS SPEC. SOIL/ VENT PIPE TERMINAT ION (AT L/LEVEL AIR ADMITTANCE VALVE OR AT H/LEVEL THRO ROOF) SUBJECT TO LOCATION. SEE DRAINAGE LAYOUT 100MM DENSE CONC BLOCK
DENSE CONC BLOCK INNER LEAF FOR WC DETAILS REFER TO DRWG 99070 L 74.01
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE
TITLE CLOVELY ROAD BIDEFORD
Section A21.23
1 : 20
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL TYPICAL SECTION THRO W.C. DRAWING NO. 99070 A.21.23 REV
GRID LINE
GRID LINE
PROPRIETARY STANDING SEAM ROOF ON 80mm THICK INSULATION ON PROFILED METAL DECKING ON STEEL FRAME TO ENGINEERS DESIGN SW BATTEN TO SUPPORT ROOF EDGE AND PROVIDE BEARING FOR GUTTER
PROPRIETARY STANDING SEAM ROOF ON 80mm THICK INSULATION ON PROFILED METAL DECKING ON STEEL FRAME TO ENGINEERS DESIGN SW BATTEN TO SUPPORT ROOF EDGE AND PROVIDE BEARING FOR GUTTER
GALV STEEL GUTTER PROFILED FIRESTOP TO TROUGHS OF DECKING TWO PIECE MS EAVES BRACKET GALV. FINISH CLOSE CAVITY SHAPED SW PLATE ( min 38mm ) TOP OF EAVES BRACKET
+4075
350 MASTERBOARD CAVITY CLOSER 615 RWP 100 120 140
STEEL EAVES BEAM TO ENGINEERS DETAILS SHS AT OTHER LOCATIONS SHOWN DOTTED HEAD RESTRAINT DETAIL TO ENGINEERS REQUIREMENTS MASTERBOARD CAVITY CLOSER 615 RWP
350 COVER FLASHING
MS EAVES BRACKET GALV. FINISH
PARTIAL FILL CAVITY INSULATION ENSURE CONTINUITY OF INSULATION AT EAVES RENDER FINISH ON BLOCK OUTER LEAF140
STEEL COLUMN
PROFILED METAL CLADDING ON PURLINS TO SPECIALISTS REQUIREMENTS
DETAIL AT RENDERED FINISHREVISION
DETAIL AT PROFILED CLADDINGDATE COMMENTS AUTHOR/CHECKED
EAVE DETAILSSCALE TITLE
1 : 10DATE
CLOVELY ROAD BIDEFORDDETAIL
MARCH 2002AUTHOR \ CHECKED
ROOF DETAILS - EAVESDRAWING NO.
?
A.27.02
REV
2 2STANDING SEAM ROOF AND INSULATION ON PROFILED METAL DECKING
PACK FIRESTOP MATERIAL INTO VOIDS OFDECKING SINGLE PLY ROOFING MEMBRANE TO HORIZONTAL SURFACES ON 65MM THICK INSULATION, ON VAPOUR CONTROL LAYER ON PROFILED METAL DECKING
25 GYPROC S FRAMELESS ENCASEMENT ON SW STUD FRAMING AT MAX 600 C/S TO PROVIDE 2HR FIRE RESISTANCE
25 GYPROC S FRAMELESS ENCASEMENT TO PROVIDE 2 HR FIRE RESIST ANCE 25 GYPROC S FRAMELESS ENCASEMENT TO PROVIDE 2HR FIRE RESISTANCE FILL VOID (NOM 60) WIT H DENSE MINERAL FIBRE FIRESTOP TO PROVIDE 2 HR FIRE RESISTANCE LEAVE NOM 30MM GAP BET WEEN BOARD AND MASONRY T O ALLOW FOR DEFLECTION OF BEAM
DENSE BLOCK PARTY WALL BETWEEN SHOP UNITS30 30
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
Section A27.10A
Section A27.10BSCALE 1 : 10 TITLE CLOVELY ROAD BIDEFORD
DATE MARCH 2002 AUTHOR \ CHECKED Checker
DETAIL ROOF DETAILS - FIRE STOP SEPARATION DRAWING NO. A.27.10 REV
A1500
EAVES CLOSURE AND FOAM FILLER
ST ANDI NG SEAM ROOFI NG ON I NSULAT ION AND PROFILED MET AL DECKI NG
PURLIN ZONE CONT I NUOUS DRI P RAI L AT FASCIA / SOFFIT CHANGE BULLNOSE FASCIA / SOFFI T / EAVES FLASHING BY SPECI ALIST
MS OUTRIGGERS FI XED TO ST RUCT URAL COLUMN / EAVES BEAM OUTRI GERS T O STRUCT URAL ENGI NEERS DESIGN
SHS EAVES BEAM
RESOPLAN FASCIA PANELS ON 38 THI CK SW VERT I CAL BAT T ENS TO FORM VENT ILATION VOID ON BREAT HER MEMBRANE ON 50 T HICK HORIZONT AL BAT T ENS WITH INSULATION BET WEEN ON 19MM SHEAT HI NG PLY ON CLADDING RAILS TO ENGINEERS DESIGN PRESSED MET AL SI LL ON SHAPED SW PLAT E (WEATHERED T O SHED RAIN WAT ER) BREAT HER MEMBRANE WITHI N FASCIA CONST RUCT ION T O BE DRESSED DOWN OVER VERT ICAL UPSTAND OF MET AL SILL
ST RUCT URAL ST EELWORK / PURLINS T O ENGINEERS DESI GN
MASONRY HEAD REST RAINT TO ENGINEERS REQUIREMEN TS
INSULATED CAVI TY WALL CONS TRUC TION (EXTERNAL FI NISH VARIES)
TYPICAL EAVES SECTIONREVISION DATE COMMENTS AUTHOR/CHECKED
SCALE 1 : 10 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT EAVE DETAIL DRAWING NO. A.27.201 REV
ST ANDING SEAM ROOFI NG ON INSULAT I ON AND PROFILED MET AL DECKING
PRESSED MET AL VERGE FLASHI NG BY SPECIALIST
PURLI N ZONE
ST RUCT URAL STEELWORK T O ENGINEER'S REQ.
MET AL SOFFIT BY SPECIALIST ENSURE CONT INUI TY OF INSULATION BET WEEN WALL AND ROOF RESOPLAN FASCI A PANELS FIXED TO 38MM THICK VERT ICAL BAT TENS WI TH 'SIKA-TACK' BONDING SYSTEM
VENT ILAT ED VOI D RESOPLAN FASCI A PANELS ON VERT ICAL BAT TENS ON BREATHER MEMBRANE ON 50,, T HICK SW HORZ. BAT TENS (WIT H INSULAT ION BETWEEN) ON 19MM SHEATHI NG PLY ON CLADDING RAILS TO ENGINEERS REQ. MI NIMUM SOFFIT HEI GHT
ST ANDING SEAM ROOFI NG ON I NSULAT I ON AND PROFILED MET AL DECKING
GALV. ST EEL I NSULATED GUT TER SUPPORTED ON PURLINS
EAVES CLOSURE FLASHI NG PRESSED METAL SILL ON SHAPED SW PLAT E TO ALLOW RAI NWATER RUN OFF
175
450
MASONRY HEAD RETRAIN T TO ENGINEER'S REQ. HORIZONT AL T IMBER CLADDING ON VERTI CAL SW BAT TENS (EXT ERNAL WALL FINI SH VARIES, REFER TO ELEVATIONS) INSULATED CAVI TY WALL CONS TRUCTION PURLI NS AND ST RUT URAL ST EELWORK TO ENGINEERS REQ.
GUTTER CROSS SECTION
VERGE DETAIL
REVISION
DATE
COMMENTS
AUTHOR/CHECKED
SCALE 1 : 10 DATE MARCH 2002 AUTHOR \ CHECKED Checker
TITLE CLOVELY ROAD BIDEFORD DETAIL AMENITIES & FOODCOURT ROOF DETAILS DRAWING NO. A.27.202 REV