ATCH_6_Drawing_Canopy,_9-28-2013_Rev.2_.pdf

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Concrete Pad GCE Federal contract opportunity
Solicitation number
FA4855-17-B-0006
Issued by
Department of the Air Force Special Operations Command

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Attachment 6 Drawing Canopy

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Text version

US CANNON AFB

SHELTER

SHELTER SPECIFICATIONS

FRAME COMPONENTS:

TRUSS FRAME COMPONENTS

CHORDS 3" x 3" x 0.120"

WEBS 1.5" x 1.5" - 0.083"

PURLINS K-BRACE AT PEAK - 3" x 3" - 0.095"

X-BRACING - 3" - 0.083"

TRUSS DEPTH C.C. 36"

ANCHORING METHOD:

" THREADED ROD SET IN EPOXY

WIND BRACING:

" GALVANIZED AIRCRAFT CABLE

FABRIC: 28 OZ. PVC

THIS FABRIC MEETS NFPA 701 & CFM REQUIREMENTS

FOR FLAME RETARDANCY.

DESIGN LOADS:

WIND LOAD 115 mph PER ASCE 7-10

GROUND SNOW 15 psf

SHELTER STYLE: MODIFIED QUONSET

SHELTER SIZE: 70'W X 70'L X 30'-6"H

REVISION # 2

DATE: September 30, 2015

Charles Smail, Vice President

Shelter Structures, Inc.

2043 Locust Street

Suite 2B

Philidelphia, PA 19103 o- 800-330-9294 c- 631-793-4853 www.ShelterStructures.com o- 267-239-5906

The information contained in this drawing is the property of Shelter Structures, Inc. Any reproduction or other use, in whole or part, without express written permission is prohibited.

SITE ADDRESS

Cannon AFB, MN

88103

ISOMETRIC VIEW

N.T.S.

θ γ γ α α λ ϕ π σ σ σ ϕ ϕ ϕ

70'-0"

S-1

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S t r e e t

S u i t e

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P h i l a d e l p h i a

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O

O

C w w w S h e l t e r S t r u c t u r e s c o m

F I L E

A M

E

U

F a n n o n

R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

P

L A

N

V

I E

W

PLAN VIEW

SCALE=

"=1'-0"

N

N O

N

A

F B

S H

E L

T E

R

S-6

S-5

WIND

BRACING

TYP.

17'-6" 17'-6" 17'-6" 17'-6"

70'-0"

70'-3"

S-2

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2 3

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S t r u c t u r e s

I n c

L o c u s t

S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

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F I

M

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R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

S

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V

I E

W

SIDE VIEW

SCALE=

"=1'-0"

S-7

S-7

S-4

1b

S-4

1a

S-5

S-4

2b

S-4

2a

S-6

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A

F B

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E L

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R

70'-0"

S-3

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2 3

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S t r u c t u r e s

I n c

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S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

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F I

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R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

E

D

V

I E

W

END VIEW

SCALE=

"=1'-0"

PURLIN

OVERALL TRUSS LENGTH: 110'-

S-6

S-5

N

N O

N

A

F B

S H

E L

T E

R

A=278"

B=264"

C=236

D=264"

E=278"

1b1a

ROPE CLIP & THIMBLE KIT

MIN. ROPE TURN BACK

SEE BELOW

TRUSS CHORD

USE THIMBLE KIT

JAW END

CONNECTS TO

CHAIN LINK

EYE-JAW STYLE

TURNBUCKLE

TRUSS CHORD

INSIDE OF

SHELTER

CABLE CRIMPING

SLEEVE

JAW END

CONNECTS TO

CHAIN LINK

EYE-JAW STYLE

TURNBUCKLE

TRUSS CHORD

2b2a

TRUSS CHORD

ROPE CLIP & THIMBLE KIT

MIN. ROPE TURN BACK

SEE BELOW

USE THIMBLE KIT

INSIDE OF

SHELTER

CABLE CRIMPING SLEEVE

PURLIN TAB

TRUSS CHORD

PURLIN TAB

TRUSS CHORD

CABLE TAB

TRUSS CHORD

ROPE CLIP & THIMBLE KIT

MIN. ROPE TURN BACK

SEE BELOW

USE THIMBLE KIT

INSIDE OF

SHELTER

CABLE TURN BACK

S-4

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S t r u c t u r e s

I n c

L o c u s t

S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

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F I

M

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R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

W

I N

D

B

R A

C I N

G

NOTE:

ALL WIND BRACING CABLES TO BE TERMINATED AT THE END OF EACH STRAIGHT SECTION

SHOWN ON DRAWINGS. ONE FIXED END AND ONE TURNBUCKLE ADJUSTABLE END AS

SHOWN ABOVE REQUIRED FOR EACH STRAIGHT SECTION OF CABLE. ALL CABLES TO BE

INSTALLED SO THAT THEY LAY IN A STRAIGHT LINE WITHOUT ANY INTERFERENCE WITH

TRUSS WEBBING.

CABLE CLIPS MUST ALWAYS BE MOUNTED WITH THE SADDLE SECTION AGAINST THE LIVE

SECTION OF THE CABLE. THE U-BOLT PORTION OF THE CLIP IS ALWAYS MOUNTED OVER

THE DEAD END OF THE CABLE. THE FIRST CLIP IS MOUNTED ONE BASE WIDTH FROM THE

THIMBLE. THE SECOND CLIP IS MOUNTED CLOSE AGAINST THE THIMBLE. TIGHTEN NUTS

EVENLY, ALTERNATING FROM ONE NUT TO THE OTHER UNTIL REACHING THE

RECOMMENDED TORQUE.

TORQUE FOR CABLE CLIPS: 1/4" - 15 FT LBS, 5/16" - 30 FT LBS, 3/8" -

45 FT LBS, 1/2" - 65 FT LBS.

" x 6"

EYE & JAW

CABLE CLAMPS -

FORGED

AIRCRAFT CABLE

GALVANIZED

TURNBUCKLE

GALVANIZED

SIZEMEMBER

MATERIAL LIST

WIND BRACING DETAIL

SCALE: 1

"=1'-0"

LINK - 45 DEGREE

N.T.S.

WIND BRACING DETAIL

SCALE: 1

"=1'-0"

CABLE TAB USED FOR X/X" CABLES

N.T.S.

CABLE END DETAIL

SCALE: 3"=1'-0"

N

N O

N

A

F B

S H

E L

T

PURLIN TAB FOR X-BRACES

10"

S-5

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U

D I O

S e p t e m b e r

2 3

S h e l t e r

S t r u c t u r e s

I n c

L o c u s t

S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

C w w w S h e l t e r S t r u c t u r e s c o m

F I

M

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R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

"x1-1/2" SLOT

3"Ø X .095" TUBING

CONNECTION DETAIL

SEE 4/S-9

CRIMPED AND PUNCHED ENDS

" - 11x7" BOLT

" WASHER

" TRI-LOC NUT

SEE DETAIL 2/S-9

" - 11x2" A-325 BOLT

5/8" WASHER

" WASHER

" HEAVY HEX NUT

PURLIN TAB SEE 4/2-7

BOTTOM TRUSS CHORD

CRIMPED PURLIN END

"-11x2" A-325 BOLT

" WASHER

" WASHER

" HEAVY HEX NUT

PURLIN TAB SEE 4/2-9

TOP TRUSS CHORD

CRIMPED PURLIN END

X-PURLIN DETAIL

SCALE: NTS

X-PURLIN DETAIL

SCALE: NTS

X-PURLIN FASTENER

SCALE: NTS

X-PURLIN DETAIL

SCALE: NTS

PLAN VIEW

SEE DETAIL 3/S-9

X-PURLIN DETAIL

SCALE: NTS

X B

R A

C I N

G

D

E T

A I L

S

N

N O

N

A

F B

S H

E L

T

BOLT TYP.

TRUSS CHORD

TRUSS CHORD

TAB PLATE

WELDED TO

TRUSS CHORD

OUTSIDE OF

SHELTER

"K" PURLIN TRUSS WEBBING

TAB PLATE

WELDED TO

TRUSS CHORD

3"x3"-0.083"

2.5"x2.5"-0.065"

S-6

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S e p t e m b e r

2 3

S h e l t e r

S t r u c t u r e s

I n c

L o c u s t

S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

C w w w S h e l t e r S t r u c t u r e s c o m

F I

M

E n n o n

R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

K

B

R A

C I N

G

D

E T

A I L

RIDGE PURLIN DETAIL

SCALE: 1

"=1'-0"

K-PURLIN DETAIL

SCALE:

"=1'-0"

N

N O

N

A

F B

S H

E L

T

BASE PLATE

TRUSS CHORD

3"

OUTSIDE OF

SHELTER

3"

3"

S-7

R E

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R E

V

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U

D I O

S e p t e m b e r

2 3

S h e l t e r

S t r u c t u r e s

I n c

L o c u s t

S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

C w w w S h e l t e r S t r u c t u r e s c o m

F I

M

E n n o n

R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

x

B A

P

A

T E

S

N

N O

N

A

F B

S H

E L

T E

R

" BASE PLATE

A307 GALVANIZED THREADED

ROD W/PROPOXY 300

FAST EPOXY

ANCHOR DIAMETER -

HOLE SIZE -

EMBEDMENT - 5

TRUSS BASE

SCALE:

"=1'-0"

INTERIOR TRUSS BASE PLATE

SCALE: 3"=1'-0"

END TRUSS BASE PLATE

SCALE: 3"=1'-0"

OFFSET BASE PLATE

SCALE: 3"=1'-0"

BASE PLATE ANCHOR DETAIL

BASE PLATE THICKNESS:

OUTSIDE OF

SHELTER

END OF SHELTER

OUTSIDE OF

SHELTER

END OF SHELTER

WEBBING

WEBBING

END OF SHELTER

7"

3" 2"

1"

2"

1" RADIUS

" HOLE FOR

" A325 BOLT

2" RADIUS2" RADIUS

1" RADIUS

5"

3"

1"

1"

1" RADIUS

" HOLE FOR

" A325 BOLT

2" RADIUS

1" RADIUS

TRUSS CHORD

TRUSS WEBBING

CONNECTION PLATE

" A325 BOLT

W/WASHSER

AND HEX NUT

2"x12" BUTYL TAPE OF

ASSEMBLED CONNECT

PLATES

S-8

R E

V

N O

R E

V

B Y

R E

V

D A

T E

R E

V I S

I O

N

D

E S

C R

I P

T I O

N

D E

S I G

N D

R A

S

A V

E

D

A T

E

C H

E C

K E

D A

P P

R O

V E

D J O

B

N

O

P R

O J E

U

D I O

S e p t e m b e r

2 3

S h e l t e r

S t r u c t u r e s

I n c

L o c u s t

S t r e e t

S u i t e

B

P h i l a d e l p h i a

P

A

O

O

C w w w S h e l t e r S t r u c t u r e s c o m

F I

M

E n n o n

R e v

Th e in fo rm at io n co nt ai ne d in th is dr aw in g is th e pr op er ty o f Sh el te r S tr uc tu re s, In c.

A ny re pr od uc tio n or o th er u se

, i n w ho le o r p ar t, w ith ou t e xp re ss w rit te n pe rm iss io n is pr oh ib ite d.

x

O N

N E

C T

I O

N

P

L A

T E

N

N O

N

A

F B

S H

E L

T E

R

INTERIOR TRUSS CONNECTION PLATE

SCALE: 3"=1'-0"

END TRUSS CONNECTION PLATE

SCALE: 3"=1'-0"

CONNECTION PLATE THICKNESS:

PLAN VIEW

SCALE:

"=1'-0"

PLAN VIEW

SCALE:

"=1'-0"

INTERIOR TRUSS

CONNECTION PLATE

SCALE:

"=1'-0"

END TRUSS

CONNECTION PLATE

SCALE:

"=1'-0"

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