ATCH_6_Drawing_Canopy,_9-28-2013_Rev.2_.pdf
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- Attached to
- Concrete Pad GCE Federal contract opportunity
- Solicitation number
- FA4855-17-B-0006
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Attachment 6 Drawing Canopy
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| Amendment_1_Concrete_Pad_&_Canopy.docx | DOCX document | |
| Questions_and_Answers_for_Concrete_Pad_and_Canopy_Project_Solicitation_FA4855-17-B-0006.pdf | ||
| Plans_-_CZQZ_17-0003_SOF_Construct_Concrete_Pad.pdf | ||
| FA4855-17-B-0006.pdf | ||
| ATCH_1_SOW_Pad_&_Canopy.pdf | ||
| ATCH_4_Drawing.pdf | ||
| ATCH_2_SOMS.pdf | ||
| ATCH_3_General_Specs.pdf | ||
| ATCH_5_WD_04072017_NM23.pdf |
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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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Y S
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E
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P R
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C T
S
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 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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V
N O
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V
B Y
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V
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D E
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D
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C H
E C
K E
D A
P P
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B
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O
P R
O J E
U
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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.
S
I D
E
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
N
N O
N
A
F B
S H
E L
T
R
70'-0"
S-3
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V
B Y
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D
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C H
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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.
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 I G
N D
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C H
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K E
D A
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B
N
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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.
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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D
A T
E
C H
E C
K E
D A
P P
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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.
"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
R E
V
N O
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V
B Y
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V
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I O
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D
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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
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V E
D J O
B
N
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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.
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
V
N O
R E
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B Y
R E
V
D A
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R E
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I O
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D E
S I G
N D
R A
S
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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
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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