XLSHELTER Lean-tos Truss profiles

FABRIC COVERED STRUCTURES

XLSHELTER is a division of OutFront Portable Solutions Inc. We design and manufacture innovative building solutions for Industrial & Agricultural purposes serving North America

X

SHELTER

LEAN-TO STYLE

TRUSS PROFILES 1 800 282 1239 www.xlshelter.com

3/8" bolt X4

1" 22

1" 22

8'-2"

1" 22

7"

1'

1'-6" HSS 2x2x0.083

(min. 4" embeded.)

1" 22

18" TRUSS

6'-8"

Concrete foundation (by others)

Floor Level

7"

12-in TRUSS UPPER CHORD LOWER CHORD WEBS

HSS 2.0x2.0x0.083 HSS 2.0x2.0x0.083 1/2" ROD

POSTS

HSS 4.0x4.0x0.125

POST BASE DETAIL CONCRETE SONO (BY OTHERS)

Notes: 1. For structure layout and general requirements, see S1.

2. All dimensions from centre to centre.

8'-8"

SECTION A - A

9' Lean-to Structure Not for Construction

PRELIMINARY - NOT FOR CONSTRUCTION

10'

CONCRETE SONO (BY OTHERS)

10'

10'

30'

10'

10'

20'

SECTION B - B

XLSHELTER

8'-2"

HSS 4X4X0.125

8'-8"

9'-2"

CONCRETE SONO (BY OTHERS)

10'

12" TRUSS

1'

1'

HSS 4X4X0.125

12" TRUSS

HSS 4X4X0.125

EL. 10000

HSS 4X4X0.125

HSS 4X4X0.125

HSS 4X4X0.125

12" TRUSS

1'

8"

HSS 2.0x2.0x0.083 HSS 2.0x2.0x0.083 5/8" ROD HSS 2.0x2.0x0.083

HSS 4X4X0.125

EXISTING BUILDING

9'-2"

9'-4"

POST HSS 4X4X0.125

CORRUGATED STEEL ROOF (ROLL FORM, S-15-SH, 0.024" )

FRAME SUMMARY 18-in TRUSS UPPER CHORD LOWER CHORD WEBS WEBS(*)

SECTION C - C

PART NUMBER

A Division of Out Front Portable Solutions CATEGORY 4664 Ontario St. Beamsville ON DRAWN

SECTIONS HONGTAO

9/12/2013

10' 20'

SECTION D - D

DWG NO ACPS-2013-0909-

DO NOT SCALE DWG

© 2006 All Cover Portable Systems All Rights Reserved

STATUS

This drawing may not be copied or reproduced by any means without their explicit written permission.

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10' Lean-to Structure Not for Construction

16' Lean-to Structure Not for Construction

POST

=CO

---

- I

.- ,----

� :i.

4

I

I

1

I I

Ir-,

"' �

I

�

-'- �

r

I

8'-4"

[25�51

19 1 ]1011 [60501

00 0

T"""

r-,... = _ oo

------1

_JO) g........

I

T"""

I

Floor Level

11 2

2

11 1 I � CV) 1�{

--

r

11

1/4" plate

[511

HSS 2.0x2.0x0.125 HSS 2.0x2.0x0.125 3/4" ROD HSS 2.0x2.0x0.125 HSS 4.0x4.0x0.25

Notes: 1. For structure layout and general requirements, see S1.

2. For anchor bolts, use HILTI Kwik Bolt TZ Expansion Anchor. Four 1/211 bolts at each post. Minimum embedment depth 3-1/4". Installation should follow HILTl instruction.

3. All dimensions from centre to centre.

4. Revision 1 replaces coresponding sheet in previous version.

DETAIL "A" 1/2" bolt X4

DETAIL "A"

L --j

a

6" (4" on existing �building side)

1/2" bolt X4 A

�

I

-

T"""

........

I

CONCRETE SLAB

........

" co !CO 1------;--r -· s::::t

.

I

11

C'i)

FRAME SUMMARY UPPER CHORD LOWER CHORD WEBS WEBS(*) POSTS

HSS 4"X4"X1/4"

I

......_.

®

A

Revision 1 - Change on door size.

Revision 2 - Section B-B: column spacing reduced according to change to concrete slab.

20' Lean-to Structure Not for Construction =

C'i)

SECTION A-A

1co'

t::..,----,-t--+------L_l._

HSS 4"X4"X1/4"

II

[2p3

a-a

12" TRUSS

1 �

- f........

T"""

C'i)

=

- I

C'i) T"""

'I

,I 1

11

\

Floor Level

11

6� i---------18 -11 -------i---------18 -11 [152] [5766] [5766]

XLSHELTER

A Division of All Cover Portable Systems 4664 Ontario St. Beamsville ON

______i---___

SECTIONS

CATEGORY HONGTAO

9/26/2008

11

18'-11 [5766]

SECTION B - B

PART NUMBER DRAWN

T"""

s::::t ........

T"""

,,, i'"' Ref. to DETAIL "A"

CONCRETE SLAB 1

r-,

C.D LO

STATUS

______i---___

11

18'-11 [5766]

I �

II

[152]

---------i lJ

DWG NO ACPS-2008-0206-S2

DO NOT SCALE DWG

© 2006 All Cover Portable Systems All Rights Reserved

This drawing may not be copied or reproduced by any means without their explicit written permission.

PRINT

11 X 17 SHEET

REV 2 2oF 2

------

�m -.:;t-M _,

(0

..-::::r.

�r

r,-1-1 0)

�

4" [102]

I

Floor

CONCRETE SLAB

19'J1O"

1s05oJ

::::t.

(0

rr--.

17 ,........, = N LO LO..-

[2438] I

LO -.:;t I ('I) = .--,-.:;t ...... � ........

I

I

- 4'-2"

I \

= LO_, 0 _, i:n..- N

°'LJ�

DETAIL "A"

FRAME SUMMARY UPPER CHORD LOWER CHORD WEBS WEBS(*) POSTS

POST HSS 4"X4"X1/4" CONCRETE SLAB

I\" 111 1/2" boltX4

,____ I� --I

a

6" (4" on existing i--=--building side)

Notes: 1. For structure layout and general requirements, see S1.

2. For anchor bolts, use HILTl Kwik Bolt TZ Expansion Anchor. Four 1/2" bolts at each post. Minimum embedment depth 3-1/4". Installation should follow HILTl instruction.

3. All dimensions from centre to centre.

4. Revision 2 replaces coresponding sheet in previous version.

DETAIL "A"

1/2" boltX4

2"

2"

HSS 2.0x2.0x0.125 HSS 2.0x2.0x0.125 3/4" ROD HSS 2.0x2.0x0.1 25 HSS 4.0x4.0x0.25

1/4" plate

�� POST HSS 4"X4"X1/4"

SECTION A-A

Revision 1 - structure height increased by 10 inches (254 mm) Revision 2 - Change on door size.

24' Lean-to Structure Not for Construction 7

12" TRUSS

=

I

m

-.:;t (0 _, ('I) -.:;t -.:;t ..............

I I

j

Floor Level

\

CONCRETE SLAB

6;JI 17'-10" _______ 17'-10" _______ 17'-10" _______ 17'-10" _______ 17'-10" _______ 17'-10" 152] � 54 5] [54 ] 54 ] 54 5] 54 5] 54 5] [ 35 3 3 3 3 35 [ [ [ [ [ 107' [3261O] 11

I

I\_Refto DETAIL "A"

I� " [152]

�

I

SECTION B - B

XLSHELTER

A Division of All Cover Portable Systems 4664 Ontario St. Beamsvilie ON

PART NUMBER

�

SECTIONS

-C_AT_ E_ G_ O_ R _Y_-+------�-------'---�---�------------1 · · -· · -- · - ·- - ·- - - 9/26/2008 H O NGTAO DRAWN STATUS

DWG NO

ACPS-2008-0207-S2

DO NO T SCALE DWG

© 2006 All Cover Portable Systems All Rights Reserved This drawing may not be copied or reproduced by any means without their explicit written permission.

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REV 2 2oF2

30' Lean-to Structure Not for Construction

Lateral bracing (HSS 3.0x0.100)

16

216

192

HSS 8x4x0.125

20 R1

3.8°

TRUSS SUMMARY (@13ft) UPPER CHORD HSS 3.0x0.188 LOWER CHORD HSS 3.0x0.188 1.0" dia. ROD WEBS

Notes: 1. Niagara Falls, ON. Snow load 2.0 kPa. Wind pressure 0.43 kPa. 2. Dimensions in inches.

30' Lean-to Structure Not for Construction 360

XLSHELTER

PART NO.

A Division of All Cover Portable Systems CATEGORY 4664 Ontario St. Beamsville ON © 2006 All Cover Portable Systems All Rights Reserved This drawing may not be copied or reproduced by any means without their explicit written permission.

STATUS

Roof Truss - 30ft Storage Lean To PRINT

DWG NO ACPS-2009-0205-S2

8.5X11 DO NOT SCALE DWG SHEET

DRAWN HONGTAO 2/24/2009 REV 0

2OF 3

FABRIC ROOF (HSS1.25X1.25X0.065@~2ft) 18" TRUSS 12" TRUSS @~5ft

3'-8"

CONCRETE SONO

*

*

a

HSS 2.0x2.0x0.083 HSS 2.0x2.0x0.083 5/8" ROD

10'-9"

DETAIL "A" POSTS

HSS 4.0x4.0x0.188

1/2" bolt X4 1/4" plate

3.0"

Notes: 1. For Hamilton, ON. Snow load 1.3 kPa; Cb=0.8, Cw=1.0, Ca(0)=4.39, Xd=5.87m.

3.0"

3.0" Floor Level

8.0"

DETAIL "A" CONCRETE FOUNDATION (by others)

3.0"

40' Lean-to Structure Not for Construction 19'-2"

1'

HSS 3.0x3.0x0.125 HSS 3.0x3.0x0.125 1.0" ROD HSS 2.0x2.0x0.083

12" TRUSS 1/2" bolt X4

18'

*

a

7'-3"

*

1'-6"

*

10.7°

*

*

POST HSS 4"X4"X3/16"

FRAME SUMMARY 18" TRUSS UPPER CHORD LOWER CHORD WEBS WEBS(*)

19'-2"

POST

8.0"

38'-4"

HSS 4"X4"X3/16"

PRELIMINARY

a-a

SECTION A - A

12" TRUSS @~5ft

18'

VARIES

1'

1'

12" TRUSS @~5ft

Floor Level

Floor Level Ref. to DETAIL "A" CONCRETE FOUNDATION (by others)

12'-3"

12'-3"

CONCRETE FOUNDATION (by others)

12'-3"

12'-3"

12'-3"

SECTION B - B XLSHELTER

12'-3"

12'-3"

SECTION C - C

PART NUMBER

A Division of Out Front Portable Solutions CATEGORY 4664 Ontario St. Beamsville ON DRAWN

12'-3"

SECTIONS HONGTAO

9/07/2017

DWG NO ACPS-2017-0806-

DO NOT SCALE DWG

© 2006 Outfront Portable Solutions All Rights Reserved

STATUS

This drawing may not be copied or reproduced by any means without their explicit written permission.

PRINT

11 x 17 SHEET

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