Steel Frame Building

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: