Rheem Raypak 2450, Installation And Operation Manual

Page: 9 / 54

9
ANCHOR SCHEDULE:
CONCRETE:
(4" THICK MIN, 3000 PSI MIN.
)
SUBSTRATE
DESCRIPTION
DIM.
1
DIM.
2
DIM.
3
DIM.
4
4.50" MAX OFFSET FROM DATUM FACE
28.00" MIN OFFSET FROM DATUM FACE 29.00" MIN OFFSET FROM DATUM FACE 13.00" MAX OFFSET FROM DATUM FACE
TIE-DOWN CLIP OFFSETS:
UNIT WIDT
H
33.75" MA
X
UNIT LENGTH 33.75" MA
X
UNIT HEIGHT
39" MAX
UNIT WIDT
H
33.75" MA
X
UNIT HEIGHT
39" MAX
UN
IT LENGTH
33.75" MA
X
(1)-1/4"Ø CARBON STEEL POWERS WEDGE BOLT+, 2" EMBED TO CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO AN
Y
ADJACENT ANCHOR.
(3)-#10 SMS PE
R
CLIP, TYP.
NOTE: CHECK I&O MANUAL FO
R
MINIMUM PAD DIMENSIONS AN
D
SCREW LENGTH (U.O.N
)
N.T.S.
MECHANICAL UNI
T
FRONT ISOMETRI
C
N.T.S.
MECHANICAL UNI
T
BACK ISOMETRI
C
A
B
D
CONCRETE SLAB BY OTHERS, TYP.
CONCRETE SLAB BY OTHERS, TYP.
C
THESE ISOMETRICS ARE INTENDED FO
R
DIAGRAMMATICAL PURPOSES ONLY
.
CONTRO
L
COVE
R
18-GA AST
M
A653 PAINTE
D
DIM.
1
DIM. 2
DIM. 4
DIM. 3
CLIP
A
CLIP
B
CLIP
D
CLIP
C
CONTRO
L
BO
X
CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONL
Y
N.T.S.
TIE-DOWN CLIP LAYOUT
PLAN
DATUM FACE
1.000"
1.250"
0.750"
1.000"
0.306" TYP.
TIE-DOWN CLIP
8.000"
MIAMI TECH CLIP: 14GA (0.07"
)
ASTM A653 Fu=90 KSI STEE
L
(CUTD8) OR 0.080" 5052-H32
ALUMINUM (CUTDA8)
FLORIDA APPROVAL FL#19731.
1
OR APPROVED EQUA
L
SEE GENERAL NOTE
6
0.313"
0.187"
N.T.S.
ELEVATIO
N
TIE-DOWN CLIPS
B
D
A &
C
3000 PSI MIN. CONCRETE BY OTHERS, TYP
.
ANCHOR PE
R
SCHEDULE
LOUVER PANEL,
TYP.
UNIT BASE PAN
UNIT BASE PAN
UNIT BASE PAN
INTERNAL POST ADJACENT TO CONTROL BO
X
A & C ARE SIMILAR AN
D
OCCUR ON OPPOSIT
E
FACES
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.
Figure 5. Hurricane Tie Down Instructions – 3450 - 4450