Raypak 2450 Series, Инструкция по установке и эксплуатации

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10
ANCHOR SCHEDULE:
CONCRETE:
(4" THICK MIN, 3000 PSI MIN.
)
SUBSTRATE
DESCRIPTIO
N
DIM.
1
DIM.
2
DIM.
3
DIM.
4
4.50" MAX OFFSET FROM DATUM FACE 30.00" MIN OFFSET FROM DATUM FACE
31.00" MIN OFFSET FROM DATUM FACE 13.00" MAX OFFSET FROM DATUM FACE
TIE-DOWN CLIP OFFSETS:
UNIT WIDTH
35.75" MA
X
UNIT LENGTH 35.75" MA
X
UNIT HEIGHT
51" MAX
UNIT WIDT
H
35.75" MA
X
UN
IT LENG
TH
35.75" MA
X
UNIT HEIGHT
51" MAX
(4)-#10 SMS PE
R
CLIP, TYP.
APPLICABLE MODELS: 5450, 6450 & 845
0
(1)-1/4"Ø CARBON STEEL POWERS WEDGE BOLT+, 2" EMBED TO CONCRETE, 3"
MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR.
B
A
CONCRETE SLAB BY OTHERS, TYP.
CONCRETE SLAB BY OTHERS, TYP.
C
D
N.T.S.
MECHANICAL UNIT
FRONT ISOMETRI
C
N.T.S.
MECHANICAL UNIT
BACK ISOMETRI
C
THESE ISOMETRICS ARE INTENDED FO
R
DIAGRAMMATICAL PURPOSES ONLY
.
18-GA AST
M
A653 PAINTED
CONTROL COVE
R
N.T.S.
ELEVATION
TIE-DOWN CLIPS
B
D
A &
C
3000 PSI MIN. CONCRETE BY OTHERS, TYP.
ANCHOR PER
SCHEDULE
LOUVER PANEL,
TYP.
UNIT BASE PAN
UNIT BASE PAN
UNIT BASE PAN
INTERNAL POST ADJACENT TO CONTROL BO
X
A & C ARE SIMILAR
AND OCCUR ON OPPOSITE FACES
DIM.
1
DIM. 2
DIM. 4
DIM. 3
CLIP
A
CLIP
B
CLIP
D
CLIP
C
CONTROL BOX
CLIP OFFSET DIMENSION SHAL
L
BE TAKEN FROM THIS SIDE ONLY
N.T.S.
TIE-DOWN CLIP LAYOUT
PLAN
DATUM FACE
TIE-DOWN CLIP
MIAMI TECH CLIP: 14GA (0.07") ASTM A653
Fu=90 KSI STEEL (CUTD10) OR 0.080"
5052-H32 ALUMINUM (CUTDA10)
.
FLORIDA APPROVAL FL#19731.1
OR APPROVED EQUA
L
SEE GENERAL NOTE
6
1.000"
10.000"
0.306" TYP.
1.000"
1.250"
0.750"
0.313"
0.187"
Minimum pad dimensions are 43-1/4" x 43-1/4" x 4" thick. Screws to attach brackets to unit are supplied with the unit - DO NOT use screws not specified or provided by manu
-
facturer. Screws are stainless steel #10 x 3/4" self drilling. Each bracket requires 4 screws attached to the unit.
Fig. 5: Hurricane Tie Down Instructions – 5450 - 8450