8
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.
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
24.50" MIN OFFSET FROM DATUM FACE
25.25" MIN OFFSET FROM DATUM FACE
13.00" MAX OFFSET FROM DATUM FACE
TIE-DOWN CLIP OFFSETS:
UNIT WIDTH
29.75" MAX
UNIT LENGTH
29.75" MAX
UNIT HEIGHT
31" MAX
UNIT WIDTH
29.75" MAX
UNIT HEIGHT
31" MAX
UNIT LENGTH
29.75" MAX
(2)-#10
SMS PER
CLIP, TYP.
(1)-1/4"Ø CARBON STEEL POWERS WEDGE BOLT+, 2" EMBED TO
CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY
ADJACENT ANCHOR.
NOTE: CHECK I&O MANUAL FOR
MINIMUM PAD DIMENSIONS AND
SCREW LENGTH (U.O.N)
N.T.S.
MECHANICAL UNIT
FRONT ISOMETRIC
N.T.S.
MECHANICAL UNIT
BACK ISOMETRIC
A
B
D
CONCRETE SLAB
BY OTHERS, TYP.
CONCRETE SLAB
BY OTHERS, TYP.
C
THESE ISOMETRICS ARE INTENDED FOR
DIAGRAMMATICAL PURPOSES ONLY.
CONTROL
COVER
18-GA ASTM
A653 PAINTED
N.T.S. ELEVATION
TIE-DOWN CLIPS
B
D
A & C
OTHERS, TYP.
ANCHOR PER
SCHEDULE
LOUVER
PANEL,
TYP.
UNIT BASE
PAN
UNIT BASE
PAN
UNIT BASE
PAN
INTERNAL POST
ADJACENT TO
CONTROL BOX
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 SHALL
BE TAKEN FROM THIS SIDE ONLY
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 STEEL
(CUTD8) OR 0.080" 5052-H32
ALUMINUM (CUTDA8)
FLORIDA APPROVAL FL#19731.1
OR APPROVED EQUAL
SEE GENERAL NOTE 6
0.313"
0.187"
Figure 4. Hurricane Tie Down Instructions – 2450
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