10
CONCRETE:
(4" THICK MIN,
3000 PSI MIN.
)
DESCRIPTION
DIM. 1
DIM. 2
DIM. 3
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" MAX
35.75" MAX
UNIT HEIGHT
51" MAX
UNIT WIDTH
35.75" MAX
UNIT LENGTH
35.75" MAX
UNIT HEIGHT
51" MAX
(4)-#10
SMS PER
CLIP, TYP.
APPLICABLE MODELS:
5450, 6450 & 8450
(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 ISOMETRICN.T.S.
MECHANICAL UNIT
BACK ISOMETRIC
THESE ISOMETRICS ARE INTENDED FOR
DIAGRAMMATICAL PURPOSES ONLY.
18-GA ASTM
A653 PAINTED
CONTROL COVER
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 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
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 EQUAL
SEE GENERAL NOTE 6
1.000"
10.000"
0.306"
TYP.
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