GENERAL NOTES
B
A1-300
4
1. Do not scale drawings 2. See Architectural Drawings for exact Dimensions, Elevations, & Levels. 3. Any discrepancies found by the Contractor in Dimensions, Details and Levels on the Drawings and Specifications provided shall be reported to Engineer. scale 1 : 10
GB 300x400d
GB 300x400d
CF 1800x3500
CF 1800x3500
GB 300x400d
WF12x152 Stanchion
GB 300x400d
CF 1800x3500
CF 1800x3500
30mm thick non shrink grout poured between plate and stub after plumbing of stanchion
CF 1800x3500
6mm fillet weld all around stanchion to base plate
GB 300x400d
CF 1800x3500
GB 300x400d
GB 300x400d
6554 [21'-6"]
CF 1800x3500
GB 300x400d
100mm Slab 21MPa concrete, JRC 126 Fabric @38mm from top on compacted marl fill 200 mm thick avg
M10 links @ 200 crs
CF 2500 SQ
1798 [5'-10 13/16"]
GB 300x400d
GB 300x400d
6553 [21'-6"]
CF 2500 SQ
400 [1'-3 3/4"]
1219 [4']
7#-T20 bars equally spaced along each short face
75mm blinding
Sectional elevation F-F of column 353x547 in CF 2500SQ scale 1 : 20
A
2500 [8'-2 7/16"]
A A1-300
26211 [86']
CF 2500 SQ
CF 2500 SQ
3 GB 300x400d GB 300x400d
CF 2500 SQ
GB 300x400d
2500 [8'-2 7/16"]
Plan of column 545x5457 in CF2500SQ scale 1 : 20
3500 [11'-5 13/16"]
CF 1800x3500
GB 300x400d
6096 [20']
CF 1800x3500 1800 [5'-10 7/8"]
GB 300x400d
6095 [20']
CF 1800x3500
CF 1800x3500
GB 300x400d
6096 [20']
CF 1800x3500
CF 1800x3500
GB 300x400d
GB 300x400d
GB 300x400d
6097 [20']
6096 [20']
6096 [20']
CF 1800x3500
36576 [120']
scale 1 : 10
B
A1-300
2 WF11x170 Stanchion
30mm non shrink grout poured between plate and stub after plumbing stanchion
100mm Slab 21MPa concrete, JRC 126 Fabric @38mm from top on compacted marl fill 200 mm thick avg
REV
DESCRIPTION:
STATUS:
BY:
DATE:
CONSTRUCTION
Llewellyn Hall & Associates Civil & Structural Engineering Design & Drafting P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com
M10 links @ 200 crs
T12 bars-300 crs, T1,T2
7#-T20 bars equally spaced along each short face
CLIENT:
400 [1'-3 3/4"]
foundation plan
T20 bars-200 crs, B1,B2
6553 [21'-6"]
CF 2500 SQ
T12 bars-300 crs, T1,T2
T20 bars-200 crs, B1,B2
GB 300x400d
6553 [21'-6"]
1
1219 [4']
A1-300
3150 [10'-4"] 75mm blinding
Sectional elevation F-F of column 545x545 in CF 2500SQ scale 1 : 20
ARCHITECT:
SITE:
SHEET TITLE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:200/1:50 DATE:
07-10-19
DRAWING NO:
STR-01
REVISION:
GENERAL NOTES 1. Do not scale drawings 2. See Architectural Drawings for exact Dimensions, Elevations, & Levels. 3. Any discrepancies found by the Contractor in Dimensions, Details and Levels on the Drawings and Specifications provided shall be reported to Engineer.
26212 [86'] 6553 [21'-6"]
6553 [21'-6"]
6553 [21'-6"]
6553 [21'-6"]
9 121 4 [ ']
318 [1'-0 1/2"] 69 180 69 [2 11/16"][7 1/16"][2 11/16"]
2155 [7'-1"]
9 121 [4'] 9 121 [4']
12mm anti sage rods placed mid span
12mm anti sage rods placed mid span
9 121 [4'] 9 121 [4']
WF 21x147
9 121 [4']
26G alusteel industrial 6 sheeting natrual finish screwed to purlin using hex head screws with EPDM washer via wood fillet.
WF 10x22
9 121 4 [ ']
481 6"] 15/1 [1'-6
9 121 4 [ ']
318x1177x20mm thick plate
170 170 147 [5 13/16"] [6 11/16"] [6 11/16"]
arranged as per dimmensions WF 10x22 to Wf 12x152 connection
WF 21x147
7779 [25'-6"]
165mm C purlin
WF 12x152
apex connection Detail A plate
WF 12x152
WF 12x152
WF 12x152
318 [1'-0 1/2"]
WF 12x152
1219 [4']
1219 [4']
6258 [20'-6 3/8"]
1219 [4']
1210 [3'-11 5/8"]
W21x147
165mm C purlin bolted to 75x75x4 angle 120mm long angle welded to web of stanchion with 4mm fillet weld all around
1177 [3'-10 5/16"]
9 121 [4']
250 [9 13/16"]
9 121 [4']
220 [8 11/16"]
WF 21x147
1219 [4']
5434 [17'-10"]
120 100 [4 3/4"][3 15/16"]
9 121 [4']
1177 [3'-10 5/16"]
845 [2'-9 1/4"]
WF 10x45 Ridge Brace cut away flange and extend web
75mm long
section b-b scale 1 : 50
CF 2500 SQ
CF 2500 SQ
CF 1800x3500
CF 2500 SQ
CF 1800x3500
6mm filler plate
6mm fillet weld
apex connection detail A (Elevation) scale 1 : 10
6mm fillet weld 75mm long in 10no.
WF10x45
REV
afte
6mm fillet weld
531 [1'-8 15/16"]
5 [1'-7 00 11/1 6"
10mm horizontal web stiffener
371x764x20mm thick mild steel plate
DATE:
CONSTRUCTION
WF 21x147 rafter
Civil & Structural Engineering Design & Drafting
WF21x147 rafter
P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
1156 [3'-9 1/2"]
179x320x10mm thick vertical we stiffener
BY:
Llewellyn Hall & Associates
extended web of WF 10x22 ridge brace
10mm filler plate
DESCRIPTION:
STATUS:
r 150 [5 7/8"]
WF 2 1x1 47 r
]
21 WF
fter 7 ra 4 1 x
75mm long in 10no.
WF 10x45 Ridge Brace cut away flange and extend web
Haunch cut from W21x147 member
WF 10x45Ridge Brace cut away flange and extend web
179x320x10 mm thick vertical web stiffener 10mm thick plate welded to web and flange with 4mm fillet weld
ARCHITECT:
SITE:
SHEET TITLE:
apex connection Detail A (front) scale 1 : 10
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:200/1:50 DATE:
07-10-19
DRAWING NO:
STR-01
REVISION:
GENERAL NOTES 1. Do not scale drawings 2. See Architectural Drawings for exact Dimensions, Elevations, & Levels. 3. Any discrepancies found by the Contractor in Dimensions, Details and Levels on the Drawings and Specifications provided shall be reported to Engineer.
WF 21x147 member
Connection plate #1
75mm long in 10no. 178 [7"]
150x500x10mm thick vertical web stiffener
WF 2 1x1 47 r a
110 [4 5/16"]
200 100 [7 7/8"] [3 15/16"]
4mm fillet weld both sides and underside
ELEVATion of Detail D (Roof brace to WF14x99 Connection) fter
519 [1'-8 7/16"]
555 [1'-9 7/8"]
10mm thick vertical web stiffener
10mm horizontal web stiffener
scale 1 : 10
Haunch cut from W21x147 member
10mm horizontal web stiffener
WF12x170 Stanchion
139x139x3 HSSQ (5 21"x5 21"x 81") 4mm fillet weld both sides and underside
connection plate #2 scale 1 : 10
WF21x147 Main rafter
2 ] 24 /2" 1 [9
1070 [3'-6 1/8"]
connection plate #1
scale 1 : 10
1178 [3'-10 3/8"]
WF2 1x1 47 r a
[5 166 '-5 6 9/ 16 "]
278 [10 15/16"]
250 [9 13/16"]
1178 [3'-10 3/8"]
Haunch cut from W21x147 member
WF 21x147 Main rafter
4mm fillet weld to vertical web stffener
138 170 170 [5 7/16"] [6 11/16"] [6 11/16"]
200 [7 7/8"]
170 [6 11/16"]
WF 21x147 member
200 [7 7/8"]
200 [7 7/8"]
Connection plate #2
fter
10mm web stiffener
139x139x3 HSSQ (5 21"x5 21"x 81")
69 180 69 [2 11/16"][7 1/16"][2 11/16"]
500 [1'-7 11/16"]
318 [1'-0 1/2"] 69 180 69 [2 11/16"][7 1/16"][2 11/16"]
9 ] 15 /4" 1 [6
10mm cap plate 159x242x10mm thick plate inserted into HSSQ and welded ith 4mm fillet weld
connection plate #2
4mm fillet weld both sides and underside
scale 1 : 10
10mm vertical web stiffener
WF21x170 Stanchion
Plan of Detail D (Roof brace to WF14x99 Connection) scale 1 : 10
10mm thick vertical web stiffener
WF2 1x
26G alusteel industrial 6 sheeting natrual finish screwed to purlin using hex head screws with neoprene washer
75mm long in 10no.
147
rafte
r
63x165mm C purlin 150x125x4 cleat welded to top of flange on wf beam
WF 14x99 member
150 [5 7/8"]
WF 21x147 member
125 [4 15/16"]
[3 '-1 963 15 /1 6" ]
360 [1'-2 3/16"]
75mm long in 10no.
10mm horizontal web stiffener
WF2
WF21x147 rafter
1x1
WF12x170 Stanchion
47 r
271 [10 11/16"]
WF12x170 Stanchion
165mm C purlin
100x125x10mm thick
REV
DESCRIPTION:
STATUS:
BY:
DATE:
CONSTRUCTION
afte
r
Civil & Structural Engineering Design & Drafting
144 [5 11/16"]
10mm horizontal web stiffener
315 [1'-0 7/16"]
150 [5 7/8"]
Haunch cut from W14x99 member
WF21x147 as rafter
10mm horizontal web stiffener
P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
4mm fillet weld all around plate
elevation of Detail B (Main rafter WF 21x147 to WF 12x152 Stanchion Connection)
Plan of Detail B (Main rafter WF 21x147 to WF 12x152 Stanchion Connection)
scale 1 : 10
scale 1 : 10
ARCHITECT:
Purlin to main rafter connection scale 1 : 10
Purlin to Main rafter Connection scale 1 : 10
SITE:
SHEET TITLE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:10 DATE:
07-10-19
DRAWING NO:
STR-03
REVISION:
GENERAL NOTES
apex connection Detail A (front) scale 1 : 10
1. Do not scale drawings 2. See Architectural Drawings for exact Dimensions, Elevations, & Levels. 3. Any discrepancies found by the Contractor in Dimensions, Details and Levels on the Drawings and Specifications provided shall be reported to Engineer.
318 [1'-0 1/2"] 69 180 69 [2 11/16"][7 1/16"][2 11/16"]
69 180 69 [2 11/16"][7 1/16"][2 11/16"]
Connection plate #1
75mm long in 10no.
150x500x10mm thick vertical web stiffener
fter
47 r afte r
519 [1'-8 7/16"]
555 [1'-9 7/8"]
10mm thick vertical web stiffener
278 [10 15/16"]
250 [9 13/16"] 138 170 170 [5 7/16"] [6 11/16"] [6 11/16"]
1x1
5 66 9/ 16 "]
1178 [3'-10 3/8"]
[5 '-
138 170 170 [5 7/16"] [6 11/16"] [6 11/16"]
1178 [3'-10 3/8"]
WF2 16
250 [9 13/16"]
200 [7 7/8"]
Haunch cut from W21x147 member
200 [7 7/8"]
200 [7 7/8"]
1178 [3'-10 3/8"]
278 [10 15/16"]
170 [6 11/16"]
WF 21x147 member
1070 [3'-6 1/8"]
10mm horizontal web stiffener
connection plate #1 10mm horizontal web stiffener
WF12x170 Stanchion
connection plate #2
Haunch cut from W21x147 member
scale 1 : 10
connection plate #2
connection plate #2
connection plate #1
1178 [3'-10 3/8"]
Connection plate #2
7 ra
110 [4 5/16"]
200 [7 7/8"]
200 100 [7 7/8"] [3 15/16"]
WF2 1x1 4
170 [6 11/16"]
69 180 69 [2 11/16"][7 1/16"][2 11/16"]
[2 11/16"]
200 [7 7/8"]
200 [7 7/8"]
110 [4 5/16"]
200 100 [7 7/8"] [3 15/16"]
WF 21x147 member
scale 1 : 10
scale 1 : 10
scale 1 : 10
10mm thick vertical web stiffener
WF2 1x
26G alusteel industrial 6 sheeting natrual finish screwed to purlin using hex head screws with neoprene washer
75mm long in 10no.
147
rafte
r
63x165mm C purlin 150x125x4 cleat welded to top of flange on wf beam
WF 14x99 member
150 [5 7/8"]
WF 21x147 member
125 [4 15/16"]
[3 '-1 963 15 /1 6" ]
360 [1'-2 3/16"]
75mm long in 10no.
10mm horizontal web stiffener
WF2
WF21x147 rafter
1x1
WF12x170 Stanchion
47 r
271 [10 11/16"]
WF12x170 Stanchion
165mm C purlin
100x125x10mm thick
REV
DESCRIPTION:
STATUS:
BY:
DATE:
CONSTRUCTION
Llewellyn Hall & Associates
afte
r
Civil & Structural Engineering Design & Drafting
144 [5 11/16"]
10mm horizontal web stiffener
315 [1'-0 7/16"]
150 [5 7/8"]
Haunch cut from W14x99 member
WF21x147 as rafter
10mm horizontal web stiffener
P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
4mm fillet weld all around plate
elevation of Detail B (Main rafter WF 21x147 to WF 12x152 Stanchion Connection)
Plan of Detail B (Main rafter WF 21x147 to WF 12x152 Stanchion Connection)
scale 1 : 10
scale 1 : 10
ARCHITECT:
Purlin to main rafter connection scale 1 : 10
Purlin to Main rafter Connection scale 1 : 10
SITE:
SHEET TITLE:
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:10 DATE:
07-10-19
DRAWING NO:
STR-03
REVISION:
GENERAL NOTES 1. Do not scale drawings 2. See Architectural Drawings for exact Dimensions, Elevations, & Levels. 3. Any discrepancies found by the Contractor in Dimensions, Details and Levels on the Drawings and Specifications provided shall be reported to Engineer.
asphaltic concrte wearing surface
6554 [21'-6"]
2
1
6554 [21'-6"]
A
A1-300 A1-300
1 TYPICAL SECTION THRU STORM WATER SOAK A WAY 6554 [21'-6"]
NTS
4
6096 [20']
1374 [4'-6"]
3000 [9'-10"]
2000 [6'-7"]
2790 [9'-2"]
6554 [21'-6"]
3
6097 [20']
14000 [45'-11"]
B
15000 [49'-3"]
A1-300
2 reinforcement plan of storm water SOAK A WAY
site plan
NTS
SC 400 sq
Penebar Waterstop on 200mm upstand poured monolithically with base slab
T12-200, 2877-B1
50mmx12mm MS Flats @ 50mm CRS as main support
SC 400 in background
T12 @200crs horz.
50mmx12mm noggings welded in to in main main support flat @75mmc rs
T16 @200 crs-T2
SC 400 in background
SC 400 in background
SC 400 sq
SC 400 in background
T16 @200crs vert.
152 [6"]
T12-200, 9000+6320-B2
2857 [9'-4"]
2000mm poured wall with Penetron Admixture 21MPa strength cube test
T12 @200crs vert.
T12 @200crs horz.
85
Partial Plan of cross drain
300 [1'] scale 1 : 50
DESCRIPTION:
STATUS:
BY:
DATE:
CONSTRUCTION
scale 1 : 25
scale 1 : 50
section x-x
REV
654
T12 @300 crs-T2 T12 @300 crs-T1
UNDERGROUND Tank FOUNDATION Plan
Llewellyn Hall & Associates
- 4#-M12 Bars - M10 stirrups@ 300crs
Civil & Structural Engineering Design & Drafting
654 Grating (see plan for details)
Finished road level
T12 @200crs -B2
Finished Road Level
T12 @200 crs-B1
150 [6"]
T12/T16@200 crs
350 [1'-2"]
P.O. Box 57, Liguanea P.O. St. Andrew Tel: 876-570-6506 e-mail :ellassociates@gmail.com CLIENT:
200mm poured wall with Penetron Admixture additive
T12/T16 @200 crs vert. T12/T16@200 crs horz.
200mm poured wall with Penetron Admixture additive
UNDERGROUND Tank wall reinforcement
ARCHITECT:
149 [6"]
2#-T12 bars-2200 mm long spaced 75mm crs
2 [7 200 '-3 "]
T12-200, 8300-B2
926 [3'] 778 [2'-7"]
X
X
T12-200, 2300-B1
600mm long on each leg
196 [8"]
14400 [47'-3"]
T12-200, 2300+150-T1
T12/T16 @200 crs
scale 1 : 50
157 [6"]
T16 @200crs -T1 (2100+150)
T12-200, 9000+6320-T2
SC 400 sq
M10 @200 crs-T2 T12 @200crs -T1-2300
1581 [5'-2"]
3000 [9'-10"]
T12-300, 2877-T1
SC 400 sq
M10 @200 crs-T2 T12 @200crs -T1 (2100+150)
200 [8"]
Heavy duty D400 manhole cover
14400 [47'-3"] 14000 [45'-11"]
600 [2']
255 [10"]
15000 [49'-3"]
50
scale 1 : 10
SITE:
T12-200-crs both ways
3 rows 150mm CMU block SHEET TITLE:
benching sloped to outlet pipe
SCALE:
DESIGN:
DRAWN:
CHECKED:
1:10
UNDERGROUND Tank suspended slab
Short Section of cross drain
scale 1 : 50
scale 1 : 25
DATE:
15-01-20
DRAWING NO:
CIV-01
REVISION: